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12320 SW 72ND AVENUE-1 ' i FHAIArti, tr1 APARTMENTS p A rC�) Q HMIPTON ' 22F6 108 APARTMENT UNITS S.W. 72ND AVENUE, WASHINGTON COUNTY, CITY OF TIGARD, OREGON DESIGN TEAM DRAWING INDEX t m OWNER / OEVELOPER ARCHITECTURAL A-01 DESIGN TEAM A UHAWING INDEX GOVERNMENT AND UTILITY PROVIDERS CRITERION EQUITIES 1401 BUILDING ISRE STATISTICS{ CODE /ZONING CRREF7N z � X (503) 635-2996 FIRE PROIFCTION: Tualatin Valley Fire i Rescue ,^ E+7 z ' a SITE v' FAX (503) 635-3122 Dean E Leh orpeYP oe Box hal MARK ROCKWELL, S FERRY A� FRF nFfAI 6 4755 SAon, Oregon 0, P Fax (503) 52!1.2489 W q n 16325 S.W. BOONES FERRY RUAO (503) 526-2538 ; c A-1.3 SWIMMING POOL PUN LAKE OSWE60, OREGON 97035 0.1.4 SWIMMING POOL DETAILS WATER. Tualittin Valley Water District (�' X m Aa.S SITE DETAILS 1850 SW 170th, Beaverton , Oregon 97005 (503) 245-3331 s LLL LLL ILLrrLr�S�� rn BUILDING FLOOR PLANS SAMIA11YsFW1tn CBy of Tigard ^ Q g �� A•2.1 FRSE FLOOR PLAN 2.1 BASEMENT FEOUffVUN 13125 S.W. Hall BMI., Tigard, Oregon 97223 (503) 638.4171 ii id PAUL FRANKS ARCHITECT A-2 3 SECOND FLOOR PUN STORM SEWER : City o: Tigard Fax (503) se+ 2772 (206) 803-0792 A-24 ROOF PLAN 13125 S W. Hall Blvd , (503) 839-4171 A•2.5 BUILDING ELEVATIONS Tigard, Oregon 97223 PAC E.FF. DESS , PRINCIPAL-OJ-CHARGE. FAX (206) 803-0934 Fax (507) 684.2772 ERIC HUFF. DESIGNER BUILDINGSMENT I FUPALPLANS WATER QUALITY: Unified Sewara 3805108TH AVENLIE.N.E. , SUITE 104 Or -�- IRs Agency of W'lshington County BEL.LEVUE. WASHINGTON 98004-7613 A0.2 BUILDING FIRST FLOOR FRAMING PLAN 155 NORII Fast Streel, Hiastwro, Oregon 97124 (503) 648-8621 A-33 BUILDING SECOND FLOOR FRAMING PLAN NATURAL GAS' Northwest NaturAl Gas Com V/ MECBANICAL and ELFCTRICAL ENGINEER A-3.4 BUIL.^.d1A ROOF FAMING PLAN Scott Palmer party BUILDING ELECTRICAL & VENTILATION PLANS 220 N.W. Second AVtnue, Portland. Oregon 97209 (503) 220-2384 SYSTEM DESIGN CONSULTANTS, INC. (503) 248-0227 XTI BASEMENT -FEW CABLE TV TCI Ce6levislon 01 do A-4.2 FIRST FLOOR ELECTRICAL PLAN eq JEFF OAViS, PRINCIPAL FAX (503) 248-0240 A•4.7 SECOND FLOOR ELECTRICAL PUN 6950 S.W. Hamptor; Tigard, Oregon (503) 624-4600 Z 33 N.W. FAST AVENUE, SUITE 2 MA CLUBHOUSE/RENTAL OFFICE ELECTRICAL PLAN O PORTLAND, OREGON 97209 TELEPHONE: General Telephc.;v L W W BUILDING K CLUBHOUSE I RENTAL OFFICE Engineering Officer STT P.O. Oox 23418, Tigard. Oregon 97281.3416cc (800) 523-3044 N O CIVIL and SURVEY EN { A•5.2 BLDG K FLOOR/RGOF PLANS/ SECTION$ srarj ELECTRIC: Portland General Electric 6 M5.7 BLDG K ELEVATIONS Brian Mope 14655 S.W. Old Schots F Q /Y WESTL.AKE CONSULTANTS, INC. (503) 684-0652 GARAGES 6 CARPORTS Beaverton, Oregon 97007 Road, ED `7 RTPL (503) 643-5454 W 340 S.W. HUNIIKER, SUITE 204 FAX (503) 624-0157 A-5.5 GARAGE N CARPORT PLANS U.S. Postal Service V LLj O TIGARO, OREGON 97223 A.6.6 GARAGE AND CARPORT SECTIONS, ELEVATIONS POSTAL: Mike Kryg or, Cerxraazed Delivery Coodin itor a "A BUILDING SECTIONS P.O. Bax 3047, Patland, Oregon 97208 (503) 294-2379 � 7 11_ LANDSCAPE ARCHITECT M.2 STAIRWAY BUILDING SECTIONS A4.3 STAIRWAY BUILDING SECTIONS BUILDING: City of Tigard w KATHLEEN ELLIS LANDSCAPE DESIGNER (503) 636-3659 13125 S.W. Bas Blvd ,ding Tigard, a 'a � A-72 PARTY W WALL SECTIONS 0 AILS 13125 S.W. Hall Blvd , Tlgard, Oregon 97223 (503) 630.4171 KATHLEEN ELLIS A•71 DECK WALL SECTIONS s DETAILS Fax (503) 6842772 C3 FAX (503) 636-6245 A 71 Deal a WALL sEcrioNs 16325 SW SCONES FERRY ROAD, SUITE 202A•7.4 FRAMING DETAILS PUNNING d ZONING: City of Tigard N LAKE OS'WEGO. OREGON 97035 STRUCTURAL ENGINEER M.1 STAIRWAY PLANS ohm Hagman,EongEei�Engineering m �• hS.' M.2 STAIRWAY DETAILS M.3 STARWAV DETAILS (Trap Berry, Engineering Department 177 Will D'An area, Planning Department A4.1 DOOR 6 WINDOW DETAILS 13125 S.W. Hall Blvd., Tigard, Oregon 9'7223 (503) 8;19-4171 NLEE ENGINEERS, INC. (503) 244-0579 M.2 DOOR WINUOW GETAIL6 Fax (503) 684-2772 Q DOUG GANNETT, PROJECT ENGINEER FAX (503) 244-7023 1308 S.W. BERTHA BLVD. A-10.1 INTERIOR ELEVATIONS SCHOOLS: Tigard School District 25J A•10.2 INTERIOR ELEVATIONS Highway, Tigard,Oregon PORTLAND. OREGON 97219 A•10.3 INTERIOR ELEVATIONS 13137 SW Pacific H (503) 620-1620 51.1 FOUNDATION DETAILS a SHEAR WALL SCHEDULE MASS TRANSIT. Tri-County Transportation District of Oregon SOIL ENGINEER &11 FLOOR FRAMING DETAILS •' 5.1.7 ROOF FRAMING DETAILS 4012 S . ITh, Portland, Oregon (501) 239-3000 CARLSON TESTING INC. (503) 684-3460 1 LANDSCAPING POLICE: City of Tigard Pollee P.O. BOX 23814 FAX (503) 684-0954 L-1.1 SITE LANDSCAPING P1.'ENWEST'pDpTI - (buslneas office) 13125 S.W. Has Blvd., TiGARO, OREGON 972810 L•1.2 SITE LANDSCAPING PLAN-EAST PORTION Tigard. Oregon 97223 0503) 639-6166 DESIGN TEAM CIVIL ENGINEERING SANITARY DISPOSAL Pride Disposal Service SERVICE P.O. Box 820. Starwood, Oregon 97140 (503) 625-6177 g�/ C-1 COVER SHEET DRAWING G2 GRADING A EROISION CONTROL PLAN C•3 MASTER UTILITY PLAN INDEX C4 STORM DRAINAGE PLAN C-5 STORM DRAIN PROFILE-PUBLIC ON AND OFF-SITE C4 SEWER AND WATER PLAN 07 SANITARY SEWER PROFILES C4 S.WW..72ND TH AVENUE PLAN AND PROFILE C-9 S.W. 707th TH AVENUE PLAN AND PROFILE G10 DETAILS Apom%,,1.......... VICINITY MAP C-111 DETAILS DETAILS f To RAUrIa IiWY ELECTRICAL ENGINEERING E•2A ELECTRICAL SCHEDULE A DETAILS ... . ._..... .._.._...___ F t✓' en L�/ prAVEt °" Q PLUMBING JcbALdra :_ 2&� 72P1.1 BASEMENT FLOOR PLUMBING DIAGRAM � 7� J -- ,a = IAk'v 1i. -Igvq. P11 tR11ET FLOOR .'PLU MO DUORGR BY' tl'}ry5_ CO'0: �„�Z-`4 t P1.7 SECOND FLOOl PLUANMO DIAGRAM .9E. :SIO`:5 5 gNUR,ST PLUMBING L Q P1.1 TYPICAL PLUMBING RISER DIAGRAM F- o _.T r,;. � h JOB N0. 9302 < p!: SCALE AS NO'FC DRAWN BY HOFF • 7 ^�';F4-o rJ cr COKIPUTER FRE 9302-AO CO%TR SHEET A - O. l COPYgIGHT 1994 MST94-02 J3 12J2p PALL FRANKS AROIG7EC- fM To j.4 � a MICf�FILMED l 1 , 1 , 1 , 1 11111 , � I 11111111 I1L 11111 V I I ll1 VI II; ; llll; l 1 F®PA- �I HM V��I 4 MADE IN 5 CHINA , N 7V•[ fix i W 4D 0 FiAMPTON Aw A t3tda ��X� A .... TVEI\ TS c� 108 APARTMENT UNITS S.W. 72ND AVENUE, WASHINGTON COUNTY, CITY OF TIGMD, OREGON PROJECT SITE STATISTICS PROJECT BUILDING STATISTICS BUILDING CODE & ZONING CRITERIA o H � PROJECTI+TATf1tT�Cfi PsrCArll at l dlJiL,DN+iG 5TA`TtSTG'St 1, O o am U11114c'it3 Area Total Area 81N Area : TOTAL TOTAL On*-b•drown Two-afdrown pendw 00 P•ntwxwe TOTAL TOTAL OONST. GOC. MANUAL +IOUR MW.FIFtF �1ZE��PRQP�Tr; 4.72 acres L) u, n+ L"M t"M A .__ tl C 0 AREA BLOQ TYPE GRXP FIFE AREA FLOW UJ r Property Management Ground Floor Area 1.303 S.F. EA t8d, t Be 2 bd,2 On 1 bd,1 Bs r bd,1 Be P9R AREA SYsrart WALLS cer UFC ERQUIRly AURESS. West M 70th, east of 72nd, !umh of Elmhurst, City of Tigard, Washroglon Apartment Crlt;uin{i Flly1r Area 35,989 S.F. FLOCA Living 776 SF 1068 SF 6"SF 001 SF PLOOR (>16 units) Table Ap&rtre Building W Fl Area 7,588 S.F. 3w* 63 tiF 63 5F 0 SF 0 SF (Fire Ars• (FIRE Count;, Oregon GaragAAE/U UBC 1211 A•III-A•1 "�'�' •y s►orags 14 SF 14 8F 0 8f 0 sF par floor, (note 1) IM Md�-�� SQL Tax Map 2S 1 1!A Tax Loss 800, 1301, 900 and 1000 s e Z 41,920 S.F. 21.33% �: _ st;3 t3'� 1 133 s¢ 78f, ea0 8F o Z �ib 4 12 2 2634 8F 10.476 SF V•1 HR R-1 NO NOPE 1.750 0ODhn ZCNE-- R-?5 Mlrtdium Hi Densit Resk3enliai Xi units xx ase dwtetty, 1,480IMPERVIOUS ARI ASS 2nd 4 2 2 3 1728F ( Y t_ i st 4 2 2 3072 J3F SQ.ft. lot size per unitConcrete Side walks R Garbage Enclosure Pjds 13,758 S.F. t, Apartment Patios 2,268 S.F. 1 Sud 4 12 2 2 2 BS/ SF to,4» 8F v-1 HR R-t No NOPE t,76o ppm SENTLA Nor-ft Nor-ft R-3.5 Residential 10,000 Square ft. min. lot size � Snrbrttming Pool Cori, Deck 2,077 S.F. 2nd 4 2 2 J 672 t3F South: C-P Proteasti"Commercial Swimming Pool surface area 695 S.F. ]181 4 2 z__ 3872_ _ Eastpublic street, S.W. 701h Avenue Driveways, Parking andCarports 62.125 S.F. 4 1 12 2 2 634 SF 10,476 8F vat HR R-1 NO MOPE 1,760 ppm West: pubilic stre°e/, S.W. 72nd Avenue 80,923 S.F. 38.43% 2nd 4 2 2 ( 3973 sF PRE- PPL&AT10�1 C V__i September 14, 1993 LANDSCAPE AP to 4 2 z 3072 SF _ - - -- __ - Landscape 6 IrrWteMd areas 84,749 S.F. M11MNa�IT�9_SITJZEN IN.{QJ,y�� T TEAM: December 15, 19%6 3M 4 12 2 2 2.634 SF 10,478 SF V•t I4A R•1 NO NGPtL 1,730 6;tty of Tigard Code: 204h minimum Ot Site 84,749 S.F. 40.24% 2nd 4 2 2 3,l7P BF o� SITE ARE -- - -- - i st 4 2 2° 3 072 SF WE DESIGN�EY1F.bG SDR 94 Ot)4, Notice d C .rcision, May 5, 1994 Project Site Area _ Final Decision, May 25, 1994 unless an appeal is fibd Right of Way Dedications It 3rd 4 12 2 2 2634 SF 10,478 SF V-1 HR R-1 T- NO NOPE 1,760 gpm R O.W. S.W. 70th Avenue 7,306 S.F. 0.168 Acres 3.47% 2nd 4 2 2 ,972 SF I et 4 2 2 3 072 SF Z P.O.W. S.W. 721h Avenue 3,801 S.F. OA87 Acres t.8046 A. State of Oregon Structural SpeciaAy Code and Uniform Building Code , 1993 Edition O "r�I Site Area 199,485 S.F. 4.580 Acres 94.73% f ani 4 1 YTB. Uniform Mechanical Code , 1991 Edition 2 2 2 634 SF 10,476 SF V-1 HR R-1 NO NOPE 1,760 gpm Gross Site Area 210,592 S.F. 4AM Acres 100.00% 2nd 4 2 2 3,972 8F C. Ckegon State Plumbing Specialty Cotte, 1991 Edition Los! let _ 4 2 � 3,072 SF U. National Electrical Code. 1M Edition. Q Cori. Sidewalks in R.O.W. at S.W. 72nd Ave. 1,900 S.F. E.3rd 4 t 2 E. Comply with all local current codes and regulations. O 2 2 2,634 5F 10,478 SF1 VA HR R1 NO NOPE 1,760 gpm F. Uniform Fire Code, 1991 Edition. Q 2nd 4 2 2 3 072 3F G. 1968 Federal Fair Housing Act Cl _WMIDENS" _ 3072 SF H. f4fodel Zorrirg Ordinance for Mixed Sold Waste and Recyclables Skimps in New Muhl-unit __- ------ ..__.__. --- _ Residential and Non-Residential Buildings, August 1992 (� 1/1 4 2 2 ftiesiderttlal Density Transltbn Area Of Density Transition 52,895 S.F. 1.214 Acres N 2 d a t 2 2 2 2 ~2 2 634 8F 5F 10,478 SF V•1 HR R•1 NO NOW t 150 gpm 1. Americans"Nth Disablities Act for puble areas such as rental oMm i-- W 9 071 Max. density of adjacent land use tat a 2 z 3073 sr' $T�lUCT CRfTER�: � w CE O Low Density Residential 1-5 units 5.00 units per acre - 125% of max. density 6.25 units per acre J 3rd 4 12 --] 2 2 26'.: S.0 10,476 8F V 1 HR R-t NOPE 1,760 ppm LL' A. Seismic : Zone 3 �► Max. Density in Residential Density Transition 7.59 units 2nd a 2 2 3 11,72 SF s_ 0 C. Floor Loads: 1•t a 2 2 8. Wired Live Load: 80 mph, Exposure C. LLl ..� 9i 1 SF Denaft (Area within 1 3, 00 ft. �t northern property tine) - : � Q SM - A-TAOffice __J =�;3 �i 1,363 SF =N V-N A-3 NU_ OPE 1.500 En 1. Stairs A Landings 100 psi live load Grass She Area 210.592 S.F. 4.835 Acres _ 2. Residential Living Argas: 40 psf five load Z subtract the fo4owing: 8 "._, _ � 1,519 SF1 1.612 SF v N M-t NO NOPE t 5oo�m 3. Residential Lvcits: 60 pef Woe load Z Land within 100-yr flood plain 0 S.F. 0.000 Acres - --_-_ 4. Dead Load: As required �1J Y _.9 _ 1 8F VN NO Note_ hl•t D. Rood Loads: I� Land or slopes exceeding 2594 0 S.F. 0.000 Acres ----- -� t 519 619 1. Snow Load: 25 pal minimum plus drifted snow condbons 3 Drainageways 0 S.F. 0.000 Acres s --@9!9w- z 7i 8 276 SF V•N M•t ND NOW 11,600 2. Dead Load: 15 psf U Land dedicated for public park use 0 S.F. 0.000 Acnes -- E. Soil Bearing Pressure: 2,000 psi assumed. To be verfAed waft foundation invesflgalion report N 15% gross area for public facilities 31,589 S.F. 0.725 �Acres1 2,275 an 2 2i6 SF1 V1N M•1 NO NOPE 1,600 F. Frost Depth: 18 inches NET SITE AREA 179,003 S.F. 4.109 Acre: �EA HEDRCx`a woe 3a �E ge t s t s se se6 sf BUDI;DINd S ZONING__CORE DESIGN CITE13Jd FI-25 Medium High Density Residential 1,480.00 s.f. per unit ulixr TY'z TOTAL PaglaNa 111401AFt26 A. Occupancy Cirol,p: MAXIMUM DENSITY ALLOWED 120.95 units One►ad+oom: 72 60.07% 10.5 sp, per bdrm.ind. : covered op. 106 parting op. 1. AparlmerO R-1 Apleriments T• bedroom: 36 33.33% 1. /p perms. �,Af, t oc vered ep. lag b 4 arages: M-t Tporls. M-1 OTAL 562 parking op. 3. GFA Wf HA,, LEVEL U ALL G 4. Rental Office: A-3 Assembly FiOI.INo PifT@ ARE 10k.AP Af"',n t381BlF.w Orw�rPLviVCE ;-H FEt�RAI W HOUt�AOT WOUND FLOCIR AFEA 37.1 11 SF !'iC1uN,rIQ Clubhouse/Rental Office B. Construction Type: 19 FLOOR AREA :6,748 SF 1. Apartments: V-t Hour 2nd FLOOR AREA 22,806 SF rIIAFiALtEFLOOR AREA 7,666 S!- 2. Carports: V-N PRIVATE PROJECT 3. Rental Office: V-N OUTDOOR AREA Area Total Area PARKNQ ST'AT18T�CS 4. Garages: V-N 8landiterhd (ur po,V re j�P'x 20' 40 Old.spom per unit BUILDING Basement Floor Apaf"ment Patio Areas 2,268 S.F. HC ftko p spaces 13' x 20' S e handicap spooss W,rsquko per U (161.200 Intal spaoss) C. Building Setbacks 1 sl FloorApartment Pato Areas 2,268 S.F. "C Win FtirUV slroa IV Y. 20' t 1. Front yard(S.W. 72nd Avenue) 50 ft. from centeriine of S.W. 72nd Avenue STATISTI%f0%% ccrpod Pwang i 2 Rear and S W. 701h Avenue ?0 h from R O W of S W 7Nh Avenue m7 ! I ti.r� 2nd FloorApartment Patio Areas S.F. _ A tt' x 90' 10 ;t 9NM Aril IMNIII aitNl tfltadh ) ti ft luhgnhum nuc uuwl Gubhouse 1,363 S.F. a tr1' x 90' 10 Y ( ) t 5,899 S.F. C It x 90' 10 3. Side yard(aaAh) 10 0. minimum required Ytt /� Sift Yard(north) Residential Density transition: PROJECT SITE City of Tigard Code: 48 s.f. minimum per liwelfrlg unit 5,184 S.F. D 1r x 90' 10 4. Si E 141' x 9a' to _ F If x 00' 9 Development within 100 ft. of Low Density Re:.idential zone(t to 5 HC Carport space F 13' x 20' 1 units per acre) zone is limited to 125%of the highest dwssity at STAT I ST I S"ARED OUTDOOR RE-CREATIUtd AREA Arta Total Area _ G 1s' x 341' 4 by comprehensive plan designation. H tt' x Tr t I 1s' x 7r a Low Density Reside+ .las zone = 5.0 units per acre max. density �� ZON i Basement Floor Apartment Patio Areas 2,288 S.F. 41 1e' x 90' �� 1st FloorApartment Patio Areas 2,268 S.F. K le' x 1041' 11 125%d 5 0 units= 6.25 units per acre 2nd FloorApartment Patio Areas NN 3.F. �.�C Clubhouse 1,363 S.F. T�� ta' x 20' 1 D ssible Carport F+ark!:�g z 1t)D R. setback area - X2,895 sq. it. = 1.21 acres CRITERIA Total standard c 6.25 units per acre x 1 21 acres = 7.56 units within 100 ft. setback Swimming Pool Conc. Dock 2,077 S.F. Carport fsarkglr; 041 A6nps Polo tg VMS 12' SO Swimming Pool surface area 895 S.F. TOTAL AlpMgtlpACES Lawn 8 open areas 13,000 S.F. TofBti Covered 131 t.6s ��o"per�;nit Variance to Residental Density Trasition granted to allow 12 units. DATE ,includs/4 W) �Y U, .1�4;. S.F. 1.21 covered . 21,671 City of Tigard Code: 200 41.1 minimum per dwelling unit 21671 S.F. Guam Pa irtp 16%of reviked spaces spam•per unit garages, parting acrd accessory buildings are allowed within 100 ft. setback. Minimum 10 ft. setback- Sight obscuring buffer required 10 REVISIONS ft. along north boundary. SOLID WASTE DISPOSAL Area Total Area r D. DiAMinr, P'.drght per City of Tigard 5. Distance between nlulti-family residential stricture and other structures on the site(per CAy of T)gard mhon rn 3alndarrds Method 10 unit! 1-10 units r 50 9.1. each 50 B.F. 1. '.;tudmum height of 45 feet Com) 9t' units Ea. unit > 10 5 s.f. each 490 S.F. r_. Right-of-Way Dedications required a. BulluTtrtgs with windows facing twikfings with windows 25 Mel separation llcm TOTAL SOLD WASTE DISPOSAL AREA REQ a 540 S.F. 1. S.W. 72nd Avenue 30 foot R.0 LW. from centwilne b• BurlkMrlgs with windows d facing txull ulkiIngs without ut vA d 15 feet sepWasm C. Bulldfngs without windows forints btrkldirllps without windows 10 fest se;Istration SW70th Avenue 20 tact R.O Wfrom centtrrfine d. Buildings greater than 60 feet luxizma)or greew than 30 too in helghl JOB NO. 9302 Each Garbage Enclosure 143 S.F. S.W. R.O.W. Separation - 1 ft. addidonai for ea 15 fl. of biuitding lerWltl over 5011. and 2 R. S*Nciinsr lir No. of Gaftge EnMwm 4 572 S.F. each 10 d. of Widing height over 30 feel. SCALE AS N07F_ Proposed dumpsbr Capacity 6 rtu. yds. 24 Cu. yids. F. ,Sired i S.W. 2nd Ave i requ,>+recl 1. . 72nd Avenue 1/2 street akx>(1 street frontage, 22 feet wide from Centerline plus frgtalatlort DRAWN BY NOFF of curbs artrJ glitter, 5 foot wide sidewalk. street lights, underground u11Wes. Building longth - 78 R. COMPUTER FILE Salwatirxl a 78 ft. - 50 ft - 28 h. l 15 ft. 9302-A0.2 COV-cli 2. S.W. 70th Avenue no Improvements = 2 h. additional seprralbn required except fire access road SHEET 0. ftW Waste Disposal and Recycling Bullcing height .- 37 f1. 1. MWmum Standards Method Sep allon•37 ft. -301t. . 7 ft./ 10 h. I h.addoonal Separation 2. 9 Mull-Unll bulltfirtgs at 12 units each separ � 0e2 Waste 4 1 n log ansa for multi-unit buildings> 10 units= 50 s.f. + 5 s.f. per unit> 10 Wt1Me Mirage am a 80 8.1./hulkIng x 9 bulldings-540 s.f. e' h �f�and f�►I V NWO Ned froth t whr!kand web by 8 n. ,Iran NM roam wkxbws by 1 72N0 AVENUE 12320 Waft in 9 area for Asnlal Ofte bu0dnp -�4 s.f,/1000 s.f I. Walt septraled from buUngs 5 ft. COPYRiGHT 1994 MST 94.043 WMe Nor@go aroo for Rental 011ce- 1864*1/1000 s.f.•611.1. PAUL FRANKS ARCN1TEC7 2OFes Total Are,%required for Bola Waste&Rscyang 910rape-1518 s.f. JUL 2 2 1994 MICROFILMED 1I Pim- i1GLAIN 41 MADE IN 6 CHINA IN 1 1 1 1 i SITE PLAN I ! I TAX LOT 700 TAX LOT 601 TAX LO r 500 I I TAX LOT 400 TAX LOT 303 � 1 it_ 301 . Orr 0 R3.5 ZONE . I I I DEVELOPMENT WITHIN 100 F I OF H3.5 ° t I ! LONE 15 LIMITED.10 12591E OF HIGHEST - r ' / DENSITY ALLOWED BY COMPREHENSIVE I >� SITE PLARMTESC-P ZONE PLAN. 6.25 UNITS PER ACRE MAX. ?^6I I I I PARKING AND GARAGES ARE ALLOWED HANDICAP ACCESS RAMP �`� GROUND Fli1l1N UNI IS WHICH AF�E NOT I ! I WITHIN THE 100 FT, SETBACK I OF 1" k SLOE 12"MAXIZONTAL I SETBACK AREA - 52,895 SO. FT. h.21ACRES) PROPF-RTY !.i?lE PRIOR I `�A\ SLOPE. 6" >t RISE LISC SEC' I ACCESSIBLt 6.25 UNITS X 1.21 ACRES - 7.56 UNITS TO OF.D1CATMN OF t UNC SECT ION :j`106 B. Number of DwellingFRONT YARD SETBACK � ADUITlONAL lR,.O,Mf. 'ERMINATION FLUSH "- - I I ww 2.0' PLUS 30' ADDITIONAL ` ! Units: ' ' - _ _ I - KITH ASPHALT pA!'1N1; all Group R. (71� 1 apartment Occuilancies shell I FROM CENTERLINE OF ROAD FENCE i' SOUTH OF r� PROP. LINE !S5 FT. V REFER T O DETAIL 4 A t 2 have adaptable dwelling units r�� FENCE i' SOUTH OF � EXCEPTIONS' 3 �_. _ �`5 PROP LINE 115 FT, SIDE YARD SETBACK CONC S1 PAVI , Fll"t:i n►iH 4 For sites where multiple, non-a;l;�ator EXISTING R.O.W. , ! I N 8034'00" E J40.64' ASPHALT PA CES 20' EA. SIDE OF CENTERLIN HANDICAP ACCESSIBLE buildings are planned for a single site and � .. - --- 1' VERTICAL i' 20' HORIZONTAL were portions of tj)e site have grades prior �\ a MAX. SLOPE. SEE 5 Al 2 to development .�hich exceed l0 percent, the _ _ _ t I 10 , building official may approve the following �+ 20.o eo.o' • . . - - • . . . 9 • I I od n �:.•5:�: 0 7�. I 11P f iflcatlo s :N7" : :N8 N3: : .Oi: •.02• 13..: '04::: 0 0 �N1� :.N�� :N3:� 'N4:'� :N •:N6:�' � - -- ;� SIGN "PARKING BY DI•i� A The number of dwelling units roe lded m ! g p may 1-_ no, ,�� GARAGE - ' -- GARAGE 13 Q: . 3 :• I i DISABLED PERMIT NL.1 cvw .► 1' ':' I 0 be - . . . �� _ VIOLATORS SUBJECT TO reduced to a percentage of the entire site _ I , --RECYCLWO 2 O i--►--+ i TOWING UNDER ORS 811 620 having grades, prior to development, which are R3.5 ZONE Y^~ , I I SWIMM NG ` - �` ENCLOSPW. ' � t r AND A FINE UP TO $250 10 percent or less, but In no case shall the I o in I I i POOL Li ." br o 2 2�• 11 : :::_ .: . UNDER ORS 815.655" number of units be.less than 20% of the I - --•_ o cARPoary CARR'(RMRI = 44 G' CENTERED 3' ground floor dwelling units on the entire site. EXISTING , -- !- -' S �� _ _ �Q - l1 E ' - --- -lOaPACE>i-- - - ----•• ' BPACEB- --- ---- ABOVE PAVING SURFACE _ --- 20 . sLawE$ExcEEners 10% - 3s.3oo S.F. NOOSE � --- --- ---- - - _ - t �p r - TOTAL SITE AREA 205.603 S.F' I I I`R J m 9' P i»�<.»� r\ * 'I I I , ---- sq sz ACES �. 20 e A ,g. 2 >>. •:' 1 , 4\ HANDICAP PARKING SPACE PERCENT OF SITE> so% - 17.66% _ ._ ., • \` - 9' WIDE WITH 6' ACCESS AISI E eRaLnunFLocwuraTa 3BuraTe , 6 - - -- - -� -- - _ - ALLOWABLE REOUCI'K)N OF ACCEBBBLE LMT$- 1'. I - -__. -- ---I-- - -t- - - - - -- - wt T H PAINTED CROSS-STRIF .3 -e.3a UNITS 66%X 36 UNITS ! I - O - - 1 - - - - - - 20 I ' z EINTERNATIONAL 11 -T ii 7 11 2s V/ SLOPE OF PAVING GF .�CCES5 TOTAL fEOIiiED ACCESSIBLE UNITE 30 UNITS 1 - 1 _- I ~ 2-o-I �. 1 G o -�...► -------�.}w__-_ :� : : m Q I � ADDITIONAL 11.0.W. r -- " -- r ----- %------ CITY I TO BE DEDICr TED Tf,! 1 VERTICAL / 48" HORIZ. MAXIMUM J - - 44' ULTIMATE PAVEMENT _ -� --_ 1 _ _ _ _ _ - . R CITY OF TIGARD r a - - - - - - - - 2 A EMENT WIDTH` l 4^r r ►�; � 1 1 - 1'r - - - - - - - - ,'ice - --�_- - - o r ¢� _ I I Z 3 '� : :,::: y FOR FULL_ °TREET IMPROVEMENTS / --�_ _ R CJ i s HANDICAP PARKMG SPACE PROPOSED 1/2 STREET IMPROVEMENTS 7�7. R ii < < - - �-- --- 5 25 l i --- VA - -8s- - 8r N �• I ACCESSIBLE E 1 SIB LE INCLUDING r. CL UO h - IG 2L PAVEMENT A _ E M NT W E - ID T H - f U , _ I 1 20.00' it` 9' W W 1 • I IDE WITH 8' A A CESS C ISL 2 E ____FROM C _ Eh T �.. CENTERLINE, - E CURB, / 8, GUTTER � / - © � � `° ' I r� ' n, 7 ' 3 - - ,• I WITH PAINTED CROSS-STRIPES AND 5' SIDEWALK-REFER TO L(VIL ' ��t. a 30 ' ii ---�--_ i J 5 ; ::.:�i ; : ,�:.:.:::.:.:. . . O1 ��' , 5 INTERNATIONAL SYMBOL OF ACCESS DRAWINGS % ! 3 " m ' ' ' ' ' -- � ' �' -- --' ,! rJ !r '4 MC ' ------ I1 SLOPE F PAVING r r - 1 VERTICAL , 48" HORIZ. MAXIM V. c, ti y W ' ' r' �: 2B' 20 ' ,' UM �. / fv -- - H �, -- R M 0 i LANDSCAPE _ r -- WAY V �� / 8 fig' 1 s,�- .-.a r a 1 17: : .: 1 R tai I C PE ISLAND REFER I 0 -�- _ / N .� I ' 6 _ - � I 1 1 rte. 1 LANDSCAPING C PN 1 r I - G DRAWINGS 1 G S w Q •�• r AT A TV EA OU U 2 sisN 9 y� 2 • 26. B ::' U' Q o > ••28. .� m = I 1 > 3 \i/ EMERGENCY ACCESS GATE- • 6 '� REFER TA1.5 0 DETAIL 2 / - - - _ - ° 2 i al 0O1 - - - N 1 1 4 1 I o r � f . 2 U� a r • 1 fV - Ir � r I 8 KEYSTONE RETAINING WALL SIGN'PARKNIS 0MV t G 9 _ l .' I o cusA \�y O Q , r l-a=y 30 � � / � 3s.o• � --- -- 1 ----- ,, I _ � :•�• 0 1 : � :�' I r• oo � Z r - - �� ' ``1 - - `r' 31 '// I BREAK N ',-1• fA REFER TO CIVIL. DRAWINGS PERMIT ONLY,vtF!xATORS SUBIECT TO MC - - _ :. TOWNS UNDER bAS 811.620 p,ND A l Q• . CARPORT r O EXTERIOR CONCRETE FNEIPTO$26bLoco anspite15-, I 12 -., '=------- I 31 --,`-• .: 20 R. l I U W STAIRWAY W/ HANDRAIL 'VAN ACCESSIBLE',CENTERCD 3' I __-_--; 9 _ ROOF e -_ > .o u , I L i _ 0 � : :28 nc `31 . . . . . ELEVAnDN , , Q ABOVE PAVM 91.FIIFA - - _ tS/ � � I ADJUST N0. 6 SIZE OF , i -� 1 _ , '--------------• a 4 TYPICAL I / :-:-: - - • RISERS AS HEQUIREO TO --- - -- --- -- ---- -- --- ---[--- ;-' - -� I i J - ll r T 3'q , 1 r I rawo i v I I c l :L2 : :L3::: :L4:: .LS:': '�6:: r T I 1 1 ---- Lj Q MATCH SIDEWALK GRADES EXISTING / �; o� I I SS SPACES O 8' I N h L� 13. N 12 SPACES a 4' 2 1� Q ; ,'' I REFER TO DETAIL I/ A •GARAGE L I - I A1.5.5 HOUSE , , I I .. ! o/ I �L / I I :. . . . . .... CY 2 --- -- ----�--- -- rD' -- � .. 11 c 15 i r I I �i.i / I t0 BIKE RACKS-REFER TO SPEC. ', '4* ��, C,` -+_-- ---- --- J 1 27J 27 I f= SECTION 02420. ' 9 10 SPACES I I LL! p CONCRETE SIDEWALK I fL� I N 2 N N N 0 FLUSH WITH TOP OF EXTRUDED _ _ _ _ _ _ ..- _ _ . / I 3 ,'/ CARPORT A 9' CARPORT B l 10 s' CARPORT E I l- _ _ z ILL CONC. CURB SEE 1 / Ai.2 i / - -- iosPAcEs -- - -- I -- -- --_ --- -DACES- _[_ - --- - --- --- - - -- --------SPACES - -- -- -- - --- -- --- --- 10SPACES --- -- -- - r [ -T 1 - P• A...1 31 PRESSURE TREATED LANDSCAPE TIMBER , ( r I io ACES 94 �I 1 MAIL BOXES ,.r^ FTOCFCG / I S.W. Q © N 12ACEs Q 9' 2 1 MC o ' 20 HC - ------f I; oP I SJ MI,U RETAINING WALL OF OTRf#31 APPROVED / � � 10 9PACE9 R!9'� 20 I ^ -�--- � I / 1 12 SPACES Fa 9' 20 6 1 I / L ` O SHELTER-SEE 14 ; A1.2 MAT�A►AL ^` ; - ' - -- - - -- I -- 1I - I - - -- - - -- -- -- - -- II` - -�-- - -- -- ---- --- -- - --- - --- - - --- --- - -- - , 1 / - -�- - - -�- - - - - - - -� -�- -�- - --- - - - - - 6 - -L - - -1 -I- -�- -� 6 ---�- I' GARAGE / , - - - -- - F'RA.NKLIN Z Z W REFER TO DRAWINGS , Inrii --,, i i _ ___-- I V 1 nl� f` A /5.4 AND A5.5 / ; - 1 4 -' -- '1. a r__. °' ----. --- �9 - . - - .-------- 3 / ' - " ' ,' r -- • ---,. r - "---� r_.. "- ,' 3 .:' 1 - LVED L41' SWIMMING POOL -- _-• m - (j 1 1 Q U r ----. - -. - 1 HANDICAP ACCESSIBLE _ R1. 3 .5 / 1 ZONE 0 E r 1 _ I ,' I I ::sq'.i�_.FLOOR 1 - 0 D 1 - �r,RIouND FilioR� oR; --Fio 'i 1 OUNO,FL'-QR• :: 5 '6R 0 FL •Oit�'�' FL•OR- •GNOUND 0 1 •OROUNO o 1�+•:'' R 1 :•ciRc�JPIo.FLoOR�� AEFE TO DRAWING •oRouND•FLooa:�:� I T A 1 r �_ T A UNIT YPE i 'lA•UT TYPE I TYPE B T •:•�liT - •UNIT YPE A ! �� T ._ T T A :IN�QT TYPE B •Ufq TYPE 1 T YPE B � T :UNIT TYPE B :1 } 1 1 �•28 1 1 I 1' . l91 ... I r_ 1 1 1 :. / 1 �9 1 �J 1 1 1 1 I AR 1 1 G A B _; GE ENCLOSURE 1 _, UR E 6 1 15 / 1 A 1 1 I O CONCRETE I SLAB B ,Z -- --=` __ moi , . a.00' ! f 1+1 NEW FIRE LANE REFER TO DETAIL 6 / A1.2 ! "� • 03, �:71 - D:-:-: / r a / 1 w A.C. PAVING A N 'ice... - _ 1 1 /1 1 X R EXTRUDED R � I REFER T V U E DED N I �(�p 0 C CONCRETE � CIVIL C ET r E CUR 1 1 :GROUND iioaf�:�'�'� I B D 'GROUP FL :ORO ND FLO •.XJD.fL.. 1 DOR•:•:•'• U GRI)1 FLOOR-:-'-:-: i 1 / :OF10lNrD FL�(�p '6ROUN0 FLOOR: :GROUND•Fl OOq: 6ROUN0 F100R:'•'•'�• 01;•-• _ C� 1 - 1 1 SEE c / A1.2 / I T ' ' 1 1 '• ::LINTY TYFyt B 'UNiT YYFE A :-UNI TYPE B :UNIT TYPE A - ':UNIT TYPE B •LIihDT TYPE A 20' I DRAWINGS •:VIV 1 T 1 rG B UfY TYPE A 1 , 1 1 1 •,,_ 1 1 '4_ i I r I I P' 1 I 1 1 I 1 I 1' 1. T P. I I r 1 1 r I , I _ I _ 1 1 __ 1 r - •T Y'1� r 1 1 r 1 k - 1 T �. I STANDARD PARKING '+� -- -- I GSTALL ___ ' � ----, _ . -� � :.__ - EXISTING - X - _ - - - - - I PAINTED - '}--� � � "�--� � -'=- - - - - - - - - - - - - - - �.= - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - �•' - Tr -- -•,-I ----=-:� - - - - - - -' - - - :----- -�`�' - I • -_==��J- - - - - .----�" - - -; -� .._----'�� - •---r'%'t=:', I �------=�1' -� \, I PtiOPEATYUNE 2' X 18' TYPICAL ' / L - - •" --' ARCHITEC i URAL _ ! SITE PLAN EXI°TING / l� EARTH BERM 3'-2" ABOVE GROUND HOUSE REAR YARD FLOOR FINISH FLOOR ELEVATION $ 643.70' S 89°06'GO" W SIDEYARD.SETBACK , SETBACK REFER TO DETAIL 3 ! A7.1 ! / 2.I FENCE j36-FT.1 HAMPTON P I � APA`�'TMENTS CUNC. RETAINING WALL.T.O.W. 3 -5 ABO!E GROUND FLOOR FINISH FLOOR ELEVATION I 1 REFER TO DETAIL 3/ A7.1 1� DWELLING � I ! LNG UNITS 50.00' _ STRUT RES- ED CARPORT I I I EXISTING R.O.W. STRUCTURES-REFER TO I I I I I v� DRAWING 9 / A5.6. I I I r i INSTALL LEVEL W/ ROOF !! ) I --J__-• - _ BREAKS WHERE C,iO::;: v!v I I SITE PLAN TAX LOT 2000 TAX LOT 2100 TAX LOT 2201 I TAX I.UT 2200 1 AX LOT 2300 I 1 /2!•, NEW CONCRETE DRIVEWAY APRON ;a'- MAt' 13. 1994 --� REFER TO Ci'I'!L DRAWINGS CP ZONE ` .__._...� I , 2 PAINTED "1N ONLY" AND "OUT I I ?E'� ;SiONS 3' ONLY" WITH DIRECTIONAL _ _ -__ i EXISTING USE RESIDENTIAL 1 I I ARROWS JIJNE 2 . . 1994 EXISTING EXISTING HOUSE HOUSE j I I JUNE 3G, i 994 ASPHALTIC CONCRETE PAVING (`"'"_ -" EXISTING iiQUSE 1 -•--� 1--- -----• . REFER TO CIVIL DRAWING -�- I I I 4Le 7 PROJECT IDENTIFICATION SIGN S w' I j -- EXISTING HOUSE EXISTING HOUSE N.I.C.-SEPARATE PERMIT REQUIRED � ' I � 1./4ND -� _-, _ i I JOB NO. 9302 5' HIGH WOOD FENCE, INSTALL ON NORTH I I I I 1 C ' 1 __ I SCALE 3 - S1C'.E OF KEYSTONE WALL- ROAD I I I I DRAWN BY FRANKS P.u'EA TO DETAIL 12 / A1.2 i 2J PUBLIC STREET IMPROVEMENTS INCLUDING I COMPUTER FILE w I SAW CUT EXISTING ASPHALT � - I 9302-A t 1 Site CD SIDEWALK, PAVING, DRAINAGE F "' - - -� I � SAND SERI TO MATCH � UTILITIES-REFER TO CIVIL DRAWINGS I - - I I .,NEE \ I EXISTING-REFER TO CIVIL \ I _ __DRAWINGS_ I ?7/ KEYSTONE RETAINING WALL-REFER TO CIVIL I - - - -� � - lel ! - - - DRAWINGS 3AND f0 - - - - - - - _ -- - - -- - - - - - - - - - - - -- - - - - - - --- - - ---- - - --- - - --- - - - - -- _ - _ -- - -. _ .._ - S.W. BND ST. I GRAPHIC SYMBOL I I COPYRIGH 7 1994 AVENUE, 17370 PALL FRANKS ARCFCTEC7 MST 94-Q243 3OF65 a. Jul_ 21994 MICrow"FILMED 1 MiBFR- (.LABS 4MADE IN CHINA IN 1 1 1 1 I I _ ' r• SCORE JOINTI S 0 ti'-0" U.>'. Io I! ,s•,,- e'�• e,�. 4" i:ONCRETE $IUE WALK � 4` Ll•Mvt: S.Ad -•.• .M.� ,,,c t.4 4 / TIit�l FJI3EHCil.AST SHINGLES fM; Sr"Al!tiE1IC RE:I�. EiiPANSION JOIN C5 fly EXTRUDED I.ONI;FETE t4", �- , CONC. f'i�.AB �� ._.... �, " _- _ � W/ i/4" / FT. MAX. CR09S.8LAPE w F >f4$ fi>Rtk�A+l F] 24'-0 O,C CURB INSTALL.E,J OV i ♦' '1"a•C. .i8 " ' bCQRE JOINTS iD B -0 O.C. # -" - _ . fL�T ) PAVING , SET IN EPDXY +� f�.�. W/SYNTHETIC REINF• EXPANSION JOINTS fD 2 X 8 RIDGE BOARD FldERB CiFiO(IN1 FINISH / :RAMP: LIGHT FIXTURE CURB n STAL,L� F INISH GRADE- WITH BROOM GRA i 24'-0" O.C. _ HAM 2 � I��I+"� i"'� O�rEFi P!� " T 3,f9" RADI:JS FINISH 6 HAU1l1;IEU BELOW TOP!X FINISH GRADE .. X 4 fJt 48 O.C. OUTSIDE CQ411r1EAS % . . " � IN EPDXY TOOLED Et?GE fI t` 14 CCNif3 _— --..._—___ 5':6_-_ � � ;y T TYPICAL � -'f � 3/8" RADIUS , 6 '.�.::,• �. ._ 2 X 4 BLOCKING N W T• "ASF�L FC 6" fs" f9 TOOLED EDGE i. \ I G HETWEEl� RAFTERS WAV"TWA CONt�TE I ( i. '' \ W/ 6"O.C, ROOF SNfG. TOIiIK.(� 4,02246 PA�'IIvG ff�aOMItU4•�Fi,wut• r _ TYPICAL .ENO OF EXTRUDED 8d fIr' ,,, 6, CONCRETE CURB +' 2 X, 4 FASCIA V . . -o ASPHALTIC ' ?x ��4► 2' 7/16" PANEL SIDING 1/4' FT.MAX. SIDEWALK FLUSH W/ ._.. _._ ` r'• CC NCRETE ,«« - SLOPE RAMP DOWN • Pl,V1NG 1" / FT. MAX. SLOPE ASPHALTIC CONC. i • 6" MAX. RISE PAVING i -Q PLYW ROD (NOT pSBI" O.C. e♦ � �' -- 4" COMPACTED Cry`USHED ROCK __ ASPHALTIC CONCRETE ROOF SHTG. `._` PAVING �`�'�'''� �x•K AGGREGATE BASE PAVING t3ASE 4 COMPACTED � P,Av1`V6 BASE AGGREGATE BASE ! TYPICAL CURB / SIDEWALK Q PAVING TYP. EXTRUDED CONCRETE CURB -� TYPICAL SIDEWALK 4 TYPICAL SIDEWALK HANDICAP RAMP -- A1.2 1 '2• A 1'-0` AS. 1/2" = V-0" A1.2 1/2" . 1'-ON A1.2 1/4" V-0' -- �� 0 0 0 4" CONC. SLAB 0 0 -{• 4 W/ SYNTHETIC REINF. FIBERS BROOM FINISH GUTTER-W/ DOWNSPOUT FLUSH W/ PAVING �B" RADIUS AT ONE END TOOLED EDGE ! �- r _ TYPICAL 4 X 8 BtAMS.W/ (2) 1/2" DIA.- Aar 3 _s THRU BOLTS to EA. POST 3'-0" GATE 'rJ/ STL. FRAME CONCRETE �" s�oae 1/41/FT.MAX. - - - ___ ` 0 2 X 4 P.T. STLIDS @ 16' 0.C. 6` - g _ _--- _-_.fi - SEE DETAILS; THIS SHEET PAVING 4 X 4 P.T. BOTTOM PLATE c7► BEVEL SIt)INr; EXTERIOR 4" CONC. SLAB W/ 03 0 32" O.C. 4 X 10 BEAMS CHAMFER ENDS--------' NDS- -`'/ 5'8' ROUGH SAWN PIYWU. INT, r -1 EA. WAY 3VER 4" AGGREGATE BASE 4"•COMFj CTED 1/2" RAD. EDGES CRUSHED ROCK AGGREGATE " z Y"' G E BASE -. . PAVING BASE I (2) i/2 ODA. THRU BOLTS @ EA. POST --T--� �A l —. - --� r� _ BEVEL SIDING OVER TYPICAL SIDEWALK et HANDICAP RAMP - ��/ ��-- ER 2 X 4 P.T.P.T. r1 f f STUDS 0 i6 O.C. � i (1) 6 CU. Y,7. FRONT -�— r - Z in — LOAD GARPAf :;i�: `� Al-21/2" " "' _ - ------_ q ---- �_ 5/8" PANEL. SIDING a V-0" -� �' _ --- -- MAA BOXES GATES W/ STI_. FRAME ALL STEEL COMPONENTS D .I.C.) EA in t'N,LC.) SEE DETAILS THIS SHEET SHOP PRIME PLUS (1) COAT PROVIDED BY PRIDE 21 _ SHOP FINISH, (1) COAT MIN. 0. o' - __ 3/4 DIA. HO!_ES DRILLED 5/8" PANEL. SIDING W/ SCREWS DISPOSAL _ - - - - ` -— 1N CONC. SLAB FOR CANE Q 12" U.C. TO FLAT BAR FIELD FINISH, ADDITIONAL 4 6 X 6 P.T. POSTS ----- SERVICE '" BOL EA. GATE FIELD CGATS 6 TOUCH-UP AS BEVEL SIDING NAILED \ REQ'O, 2 4 \ 3/4" RADIUS EDGES -- o� TO 5,/8" PLYWOOD - 3/!F." X 2-1/2" 121 4 DIA. X 48 GALY. In `- 7 STL. SLAT BAR WFIDED « e 1� 2 : — TO T UBE ST;.. PIPE. CONC. PALLED , • . SET IN 16" X 36"FOOTING - - ------------- 2" h" 8" X 2" S CONC. SLAB AS SHOWN 1 ' ' ' '� -- 4 e 1/ 1 TUBE FRAME W/ MITERED ON SITE PLAN EMI9ED PIPES 12 �_ � .. _ / � ,/ / \ AND WELDED CORNERS v // y 4 X 8 P.T. CORNER POSTS / DG L f _ -- - -- - 130„ 4 X 4 P.T. �_ ` ::. : : O POST TYPICAL `\ O �-- uj (2) 4" TEE HINGES �" 18" X 1/2" CANE VOLT 11J I X 4 WOOD CORNER STANLEY #908 X 4" STANLEY CDSOGG X 18" � p TRIM in --- CONC. FGJTING Q DOUBLE GARBAGE DUMPSTER g ENCLOSURE PLAN _ 7 GARBAGE ENCLOSURE GATE / CORNER DETAIL 2 x s P.T. CAP ~ uj s ! •--- :_;_.....-• ---- �.�.- ( ) 1/4 HOOP .. 1/4" = 1'-0" RtFEA TC)SITE PLAN At. 1/8" 1�--0" 1 O W u_ BEVEL SIDING NAILED - O 2 X 4 P.T. TOP.PLATE m 2 TO 5/8"PANEL SIDING �+ 2 X 6 P.T. CAP -- STL. TUBE FRAME W/ MITERED BEVEL SIDING - CL Q 2 X 4 P.T. STUDS @ 16" Z O AND WELDED CORNERS / O.C. w/ 5/8" PANEL S10ING 3'-6'' 2 X 4 P.T. STUDS @ 16" - — - O.C. w/ 5/8" PANEL SIDING fQD.C. �1A f4 INSIDE FACE OF WAIL 1'-4 ' 1NSlDE FACE OF WALL � �� --- - GATES `o Lo 1/8" -* 1/8" X 1-1/2" SO. STI_- 1D ---2 X. 4 BUMPER NAILED OVER PLYWD. uj BEVEL SIDING - _ TUBE FRAME Wi' MITERED I - �. � --- AND WELDED CORNERS MAIL BOX SHELTER SECTION MAILBOX SHELTER PARTIAL ELEVATION _ _ - ',� 4 X 4 P.T. BOTTOM RAIL 1rj 1Ej " 1 X 4 CORNER TRIM _ _ _�_� —_- -- _ 3/16" x 2-1/2"—�— �°� N ' 1.2 3/4" = V-0" i.2 3/4" = 1 -0 _v U3 -` STL. FLAT BAR WELDED �� tn� 4 X 4 P.T. X 8' POST TYP. TO TUBE 4X8P.T, XB' @GATE 4" CONC. SL d (2) 4" TEE HINGES STANLEY #908 XAl ' t 1 4 CONC. SLAB W/ *3 @ 32 O.C. 22" DIA. CONC. ----___ ' , ; ' ; ; S �? ;• „ N , � —�� EA. WAY OVER 4" AGGREGATE BASE SITE DETAILS 18" X 1/2" CANE BOLT -----3 STANLEY C01009 X 18" -� - 1 Oho-GONG. SEE ELEVATION -- GARBAGE ENCLOSURE GARBAGE ENCLOSURE B GARBAGE DUMPSTER ENCLOSURE ELEVATION 9 GATE FRAME 10 WALL SECTION 1. 1141 = 1'-0" REFER TO SITE PLAN At. 1/2" 1'-0" At. 1' 6" - ' 6 1. 16 • _ L I — 7/15 ' PANEL SIDING r -- -- 4 X �! P.T. F-OSTS AT 6' MAX. � DATE _ -- 2 X 4 P.T. HORIZ. SUPPORTS PARCEL LOCKER BY REVISIONS �i TOP, 'MIDDLE 6 BOTTOM POSTAL SERVICE F ,n In ` 0 0 2B" WIDF X 15" DEEP I X 6 CEDAR FENCE BOARDS EA. BO. ON ALTERNATE SIDE 0 0 MAIL BOXES _ CUTLER TYPE _ I (GOOD NEIGHBOR FENCE) CO-16 _. - npSTCAL SERVICE BY FINISH GRADE 2 X 4 FASCIA OVER PANEL 112 MAIL BOXES SIDING -- — - - _. _- _-- - _ __ _. _ __ _ _ __ - _ _ _. _ j 28" WIDE X 15" DEEP ' STEEL PEDESTP.L --� Nj JOB NO. 9302 W/ EXPANSION B T-R SCALE AS NOTED CONIC. FOOTING 12" DIA. OR-AWN BY FRANKS • r. IN10 SLAB �.y m COMPUTER FIE • 4 ;•: , 1302-A1.2 Site Detail C.' PROP. UNE- +.�• 1 SHEET Am I .2 11 TYP. SOLID WOOD FENCE ELEVATION i2 TYP. SOLID WOOD FENCE SECTION 13 MAIL BOX SHELTER END ELEVATION 14 MAIL BOX SHELTER ELEVATION s 1.2 3/4" i'-o" A 1. 3/8" � 1'•-0" COPYR%*`T 1923 1.2 3/@" - 1'-0" 1.2 3/8" 1'-0" PAIR.FRAWS A,PANTECT 72Np gyE,NUE. 12320 , MSO 0243 », 1. JL;L 2 21994 M lcnw"FILMED 1 FIBPR- Gl" 41MADE IN CHINA IN , F t a N WAg"T(A 2M CF i MOUNT I."IFE BODY E;3'--0" ON FENCE 10'-0" i i'-0" i 1 O" 1 i'-O" 9 0,. 71 ' q � C) I m f G O aQ rn F- r_ v 3 -0 IRON PERIMETER FENCE �-`---- -- _ � � cv 4'-4" MIN. ABOVE ADJACENT '" cy FINISH GRADE AND CONC. POOL DECK o F o r � IRON GATE 3'-0" WIDE .X 4'-4" HIGH--_, of 3 SELF-CLOSING AND SELF LATCHING R 1' W/ LATCHING MECHANISM 42" ABOVE SLAB 4 2.. H CL CONTROL JOINT \s� CONTROL JOINT 9 MARKING UNE AT SLOPE TRANSITION POINT o 8 8 x 8 P.T. POSTS STAIRWAY 3/4" WIDE, CONTRASTING COLOR 1 W/ i6" DIA. X 36" DEEP R m 10" MIN. TREADS, 12 MAX. CONC. FOOTINGS _ RISERS VF UNIFORM HEIGHT 35'-pPP SWIMMING POOLZ CONTRAST11NO UULUrk OTAIR 0 oTREAD EDGES o DEEP AREA ---L----- — - - ---- ---- —____ w Z O 'a 1• 1' TREADS 240 SO. IN. MIN. -0 6'-0" MAX. DEPTHO � SURFACE AREA N COPING BRICK 11-1/2" X 2-1/2" HIGH X 3-i/ W W � w q HANDRAILS i SIDE OF STAIRS WIDE SET IN MORTAR W/ 1/2" CONCAVE TOOLED 3 O SWIM POOL I EXTEND 12" BEYOND TOP & JOINTS. CARIB SMOOTH TEXTURE BY MUTUAL 1, I p LIFTER BOTTOM RISERS I MATERIALS CO. OR EQUAL — cc 1-1/4" X 3-1/4" P.V.C. MICRO-CHANNE SLEEVE-CAST IN DRAIN-WHITE COLOR CONC. 10" FROM LADDER W/ l2) HANDRAILS AT THE TOP OF -� R m NATIONAL DIVERSIFIED SALES, NO. 8001 POOL EDGE SHALLOW AREA BOTH SIDES EXTENDING OVER THE COPING � � F- w PHONE 1-600-726-1994 3'-0" DEPTH 4" HIGH PAINTED POOL DEPTH CONNECT ALL O TO HOUSE PANEL& TIMER CONNECTED TO STORM DRAIIN / MARKERS ON COPII 6 Ly Z SYSTEM AND 2" HIGH ON POOL WALL ABOVE �; ( Z rE THE WATER UNE - I.iJ .� CONTROL JOINT �'9 CON TRO'..JOINT CL Q 111 -1-milAWiHil, MOM 11 71 z z 4" CONC. SLAB WI NO. 3 REBAR D.C. . B 11 WAY OVER 4 COMPACTED ^ " R Qm ROCK 3 ROCC K BASE. BROOM FINISH. 3'-p" SLOPE SLAB AWAY o / uj FROM.�CC,PING TOWARD DECK DRAINS v / tea o z 1/4" FA FOOT. -� o . o eF1c J ( ' O ..J 5/8" WIDE X 1-3/4" DEPTH P.V.C. CONTROL- ¢ a I occ cr o z z X JOINTS (QUAKER PLASTICS CORP. NO. GP781 o z Cu _ - -- PHONE.(717-285-4571) u o � o 0 U U U m q R R I IRON PERIMETER FENCE MMING 4'-4" MIN. ABOVE ADJACENT FINISH GRADE AND CONC. POOL P � HOSE BIBS IRON GATE 3'-0" WIDE X 4'-4" HIGH DECK SELF-CLOSING AND SELF LATCHING B' W/LATCHING MECHANISi,! 42" ABOVE SLAB i. DATE Mir .;« RE,,;SIONS o SWIMMING POOL. JOB NOL. 9302 13 SCALE AS NOTED A1.3 1/4"= 1'-0" DRAWN BY FRANKS C:OMPL TEA FILE 2,077 SO. FT. DECK AREA 93,02-A 1.3 POOL 695 SO. FT. POOL WATER SURFACE AREA SHFET A - 1 *3 72NO.AVENUE. 12120 COPYRIGHT 1994 NIST 94-0243 PAUL FRANKS ARLIIITECT 5OFM , n •-.'i VY1+.. ..r.,e•. Aft •+,�M �"• 'A1. . ...w .,.........v qy JUL 20 2 1904 MICROFILMED � , � I � , � VIII � VIII ) IIIIIII IIIlI � VIII ) VIII ) VIII ) � , � ; � ) IIIIIII � VIII ,Illllll 1 FIBFIt- GLAN 4MADE IIN CHINA IN 7 h ,w ............... q' x h if, --Iffl,N FENCE AT PERIMET W4'-4" HT. f r„ 4" CONC. SLAB W/ NO. 3 REBAR " �--___ _ .,....,__ _. COPING BRICK i i-i%2 X 2-1/2 HIGH X 3-i/2"-- � • 32" O.C. EA. WAY OVER 4" COMPACTED WIDE SET IN MORTAR W/ 1/2" CONCAVE TOOLED - _---- •.-.------_.__..._._.� . ., 'F ROCK BASE. BROOM FINISH. JOINTS. CARIB SMOOTH TEXTURE BY MUTUAL SLOPE SLAB AWAY MATERIALS CO. OR EQUAL NASTU� FROM COPING TOWAPID DECK DRAINS \ Zm 1/4" PER FOOT. I MARKING LINE AT SLOPE-- Z TRANSITION POINT 3/4" WIDE, CONTRASTING COL in • i 110 R 15 - --� 1 - 1 ------------ 3 i'-6"R — w p iyotD ® POOL PROFILE Z 8 A1.4 1/4" = 1'-0" Imo' .� Z � 4 Wu'� w �• CL u. 2" DIA. STD. STL. PIPE TOP RAIL- PA!N'T ED FINISH 2 X 6 W/ CHAMFERED ENDS W/ 2 X 6 BLOCKING OVER BEAMS TOP RAILING MUST BE 4'-0" MIN. HT. / ABOVE ADJACENT FINISH GRADE 10'-B �/ MEASURED AT A PINT 12" HORIZ. 4 X 8 ROUGH SAWN BEAMS i�4"�_ 8'-U" 7-4- ' 1/2" RAD. EDGES (2) 1/2" 111A. THRU BOLTS z Q EA. POST STEEL RAILING-WELD AND GRIND SMOOTH 2 X 6'S x 10'•-8" D 9" O.C. I 1 ALL JOINTS. PRIME + 2 COATS ALKYD 7 W/ 2 X 6 BLOCKING OVER _ ENAMEL.PAIWT O — 2" DIA. STD. STL . PIPE VERTICAL W BEAMS " " SUPPORTS 0 48 O.C. PAINTED FINISH [Z �. O 4 x 8 I - -- 3/4" DIA. STL. TUBING VERTICAL PICKETS Q I I 1 4 ! /�� @ 4-1/2" O.C.- PAINTED FINISH Q _ 10'_011 -__ _ -- ----- - i 4 X•10 ROUGH SAWN w CHAMFER ENDS I I I ` '' I I o [[ 1/2RAD. EDGES CORE DRILL.SLEEVE FOR RAILIG L O x l21 1/2" DIA. THRU O LL Z INSTALL WITw W1 NON-SHRINK bo BOLTS @ EA. POST ANCHORING LF4ENT W 0 2" DIA. STD. STL. PIPE RAIL- PAINTED FINISH-, < � I 8 X 8 P.T. POSTS � Q 3/4" RADIUS EDGES FINISH GRADE- Z WOOD TRELLIS 1 i I VARIES cu 1-1 30 _ LIM I I CONC. PATIO _ 4x8 ii. 1 3 0 _l_l 1111111 e e e e 1 e e e e 1 L� e e e e e1 BicI I I _ u U . . . . . . . . . . . . . . . . . . . . . . . f!J i a a 0 3 - �-CONC. FOOTING 6° m 1 TRELLIS ELEVATION 2 TRELLIS FRAMING PLAN 3 WOOD PATIO TRELLIS 4 POOL ENCLOSURE FENCE SECTION 1.4 1/8' = i'-o" 1.4 1/4" = 1'-0" A1.4 SMMMING= POOL DETAILS i/2" RADIUS TOOLED SLAB EDGE 3/8" FIBER EXPANSION JOINT FILLER 4" CONCRETE POOL DECK-BROOM FINISH 03 REBAR GRADE 40 D 32" O.C. EA. WAY -JOINT SEALANT-LOW MODULUS, ONE-COMPONENT, Si:!f-CLOSING HINGES LIGHT FIXTURE W/ 3" FITTER -- ---- 2" SAND LEVELING r,JURSE MOISTURE CURING, MODIFIED POLYURETHANE SELF-'LATCHING - � 6 SOCKET `-- 6" COMPACTED ROCK BASE (REMCO OYMONIC) LEVER HARDWAFE \ ��- 3" DIA. STD. STL . PIPE VERTICA --- COPING BRICK 11 1/2" X 2 1/2" HIGH X 2" DIA. STD. STL. PIPE SUPPORTS at LIGHT FIXTURE �� - 2 DIA. STD. STL. PIPE 3 1/2" WIDE SET IN MORTAR W/ 1/2" TOP RAIL- PAINTED FINISH `�� TOP RAIL- PAINTED FINISH COORDINATE INSTALLATION \1 CONCAVE TOOLED JOINTS. CARIB SMOOTH e_ _ 3'--0" TOP RAILING MUST BE 4`-0" MIN. HT. OF ELECT. CABLE INSIDE PIPE �`�, % TOP RAILING MUST BE er'-0" MIDI. HT. ADE 1 1 TEXTURE BY MUTUAL MATERIALS CO. ABOVE ADJACENT FINISH GRADE N / ABOVE ADJACENT FINISH GRACE '1 GATE / MEASURED AT A POINT 12 HORIZ. _ MEASURED AT A POINT 12" HORIZ. , Wl+TER LINE- - l7A'i E 1ilAY U,: A& r SLOPE SLAB 1/4" / FT. ' r RE' vb 2" DIA. STD. STL . PIPE VERTICAL ♦----- dISIONS I T�~-------- SUPPORTS -- _ . . • • • - , /4" DIA. STL. TUBING VERTICAL PICKETS - 2" DIA. STO. STL . PIPE VERTICAL 3 4-1/2" D.C.- PAINTED FINISH ' SUPPORTS 0 48 O.C. - PAINTED FINISH • ' f -- FROST PROOF WATER UNE TILE 3 •.� aaa •asa •a yC►�+�4!eGrc;?:Kcv e!ii eke . rte►'. I 3/4" DIA. STL. TUBING VERTICAL PICKETS 4.� •� t y e ~-3/8" FIBER EXPANSION JOINT FILLER 0 4-1/2" O.C.-PAINTED FINISH JOB NO. 9302 jLLL 1; 11 11-LL 11 11 1 11 Hi 11 ♦ -- POOL. WALL SCALE AS NOT tj DRAWN BY FRANKS COMPUTER FILE 9302 -A1.4 POOL. DE'ArLS SHEET g POOL NECK ENCLOSURE FENCE GATE g POOL DECK ENCLOSURE FENCE & LIGHT FIXTURE 7• POOL COPING 1.4 1/2v = 1'-0" 1.4 1/20 V-0" 1.4 1° = 1'-0" Am 1s4 COPYRTBMT 1994 2N0 AVENUE. 12320 PAIL FRANKS ARCM"ECT MST 94-0243 6 OF 65 ' +, t s a imsuwareadx_Wsre.l..a.••vriun•u.-.... JUL 21994 MICIRGIFILMED I ; III ; I I ; III I � I ; III I IIIIIII I ; III I VIII I VIII I I , III I hill I i ; lull ! VIII � IIIIII � 1 �— G� 4MADE IN CHINA IN 1 1 1 1 i f ,. r 54 ' i ELL WELDED 6 GRIND SMOOTH 4 4" CONC. 1-1/4" DIA. STD. STEFI WAIMISTON SIDEWALK - HANDPAIL ON ONE S1UX OF STAY. (DISTANCE BETWEEN HANORIAI S NOT 9EA TER OF THAN 44'1 LOCATE CENTM14y OF o / RAILING 30 rnM LOGE OF STAIRS, 2'-10" ABOVE TREAD / n+ NOSING 7" MAX. RISER HEIGH i ALL RISERS EOU.�L IN EACH . •� � t i RUN (1) # 3 Q TREAD NOSING NpG. BEND AT EACH E 4" COMPACTED AGGREGATE BASE _ 2'-0 _- TYPICAL EXTERIOR STAIRWAY co � Q Z a � t h FIRE DEPT. LOCK, BOX < W. _ FIFE DEPT. LOCK SEE SPEC. SEC. 02430 FENCING BOLT HINGES — --- / TS 1/4" X 4" DIA. W/ CONCRETE FILLiv TS 1/4" X 3" X 3" WELDED FRAME-FIELD PAINTED „ •� Q; � z �- Wcl W LL A.C. PAVING u :• i. o Fuj - m CONC. FOOTING �• (_ LL0 Z k 25'-0" I < CSI. Fs- 0 r CC Fm 3 V 2'-a'� Q" uj 2 EMERGENCY ACCESS GATE SITE DETAILS DATE eWY ft* REVISIONS JOB NO. 9302 SCALE AS NOTED DRAWN BY FRANKS COMPUTER FILE 9302-At.5 Site Detail SI TEE T Ago X1 .5 72ND AVENUE, 12320 MST"0243 COPYRMHT 1594 7 OF gg PAUL FRANKS ARDCMT ,lac . _ .. ;•o. - - < - ._=.aflllilrYnr_.a..xa. .v.�:acraaca -`.a - -: -._ :.tee JUI w1994 MICROFILMED � � IIIII , III I VIII ( IIIIIIIIIIIIIi 111 I1 11111 ( 11111 111111 IIIIIIi Ilcll IIIIII � 1 F7B1TR'ii (3[.M MADE IN CHINA IN 1 1 1 1 REFEF TO STRUCTURAL DHAWIN03 FOR HEAR WALL SCHTWALL TYPES W'A„ TYPES ,09Al�lING NGTES }Qc�IN S A2.1-2.4 ONLY SHOWN ON ARCHICHITECTURECTUR AL FLOOR PLANS A f i \ 4 CORNER BOARDS PROVIDE FOR FIRE RESISTANCE AND SOUND OVER BEVEL SILTING CONTROL ONLY, 0 DECK--2 X 6 "SUNWOOD" DECKING 8E]I 0 r BEVEL SIDING 2 x 4 BACKING S � CONCRETE PATIO SLAB, 4" THICKNESS, BROOM FINISH j3J (5) 22' FIXE!) SNEL'�i.S N wA`�rL'1+6TU1� WHERE THE FASTENER SPACING AS SPECIFIED 2 SLOPE TO DRAIN 1/4" / FT. MAX. L � 2'� k 6 STUDS IN THE STRUCTURAL SHEAR WAIL SCHEDULE ( 1 J i-'Ffl 2 X B ExTEOR BEA�►� W L-�mtura iam r ,_ �J (� DIFFERS FROM THE ARCHITE(:TURAL WALL l J CLOTHES WA;,,�EA CF (U.L. NO. U026) X e SCHEDULE, INSTALL THE CLOSEST SPACING � SHEET VINYL FLOORING 3 `_- _ 2X6'5 ® ]6" O.C. 2 X 2 CORNER BOARD SPECIFIED. (1) LAY;H 5/8" TYPE X GYP, WALLBOARD � W/ 6d COATED 1-7/8NAILS Q 7" O.C. �� 4� 151 10" FIXED SHELVES �3� ELECTRIC CLOTHES DRYFA W/W/ BEVEL SIDING BUTTING " WHERE THE STRUCTURAL SHEAR WALL 1/2" GYP. rlHEATHI!4G W/ 6d COATED 1-7/8" EXHAUST DUCT TO EXTERIOR SCHECU l f SPECIFIES PLYWOOD WALL. REFER TO ELECTRICAL GYP. WALLBD. NAILS @ 7" D.C., BUILDING PAPER & BEVEL � SHEATHING ON A FIRE RATED WALL, INSTALL WOOD SIDING 5\ 12" X 3/4" SHELF & ROD VENT PLANS SEALANT PLYWOOD DIRECTLY TO STUDS, AND (K 3-1/2" X 3/4" CLEATS ON SIDE AND ENDS \ GYPSUM SHEATHING OVER PLYWOOD Ei-112" '�` l (21 15" FIXE BEVEL SIDING --- 0. SHELF 3� D SHELVES TYP, OUTSIDE CORNER TYP. INSIDE CORNER TO COMPLETE FIRE RESISTIVE ASSEMBLY, 1,-NA PARTY WALL HANDICAP ACCESSIBLE 54" SHELF HEIGHT REFER TO INTERIOR ELEVA TN'#JS !OWENS-CORNING OCF448-STC 561 „ r38 EARTH BERM 3'-2" ABOVE FIN:SH 3 WALL FRAMING 4 WALL FRAMING 1/2" GYP, WALLBD. C 2 X 4'S @ 16" D.C. EA. SIDE STAGGERED B" 6 1- X 3/4" SHELF A ROD BASEMENT FLOOR ELEVATION `� �J 3-1/2" X 3/4" CLEATS ON SIDE AND ENDS A2.O ., „ FIRESTOP @ ]0' O.C. 3-1/2" ACOI'S' ICAL BATT INSULATION OF SHELF REFER TO DETAIL 3/ A7.1 /�►2•Q 3 'a ' = 1' -0 3/4 -0 MAX, HORIZ. (]) !AYER 5/8" TYPE X GYP. WALLBOARD 68" SHELF HEIGHT �39, CONC RETAINING WALL EA. SIDE. W/ 6d COATED 1-7/8" -J 3'-5" ABOVE FINISH 1 112" NAILS !s? 7" O.C. O GYP. WALLBOARD BEHIND BA TI ITUB & SHOWER BASEMENT FLOOR ELZVATION ON ALL WALLS, TYPICAL ALL LOCATIONS REFER TO DETAIL 3/ A7.1 1 I!M 2 X2 X 4 INTERIOR BEA-PIMWALL3 .�..l� �.�� ladi.r J (GYP ASSOC. NO. WP3605) 42" HIGH STEEL GUARD RAILING F-\ 4� (GA FILE N0. WP 3230-STC 50) _ 2 X 6'S @ 16" O.C. PLYWOOD FLOOR SHEA THING 2 X 4'S @ 16" O.C. (1) LAYER 5/8" TYPE X GYP. WALLBOARD O TOILET PAPER HOLDER • r 3-1/2" ACOUSTICAL BATT INSULATION EA. SIDE. W/ 6d COATED 1-7/8" 24" MOUNTING HEIGHT (1 PRECAST EXPOSED AGGREGATE �. RESILIENT CHANNELS @ 24" O.C. NAILS @ 7" O.C. CONCRETE STAIR TREADS (1) LAYER 5/8 TYPE X GYP. WALLBOARD TOWEL BAR T 11 ]0 48" MOUNTING HEIGHT 2" X 12" X 36" ATTACHED TO �� EA. SIDE. W/.6d COATED 1-7/8" �-- WOOD STRINGERS W/ GALV. L— NAILS @ 7" O.C. TO STUDS I —Il 1-40 2X 4INT�BEAFM WAI INSTALL 2 X BACKING STEEL STAIR CLIPS F-z i" TYPE S SCREWS TO RC @ 6" O.C. EDGES, (GYP ASSOC. NO. WP3605) TOWEL RING —� Y . 12" O.C. FIELD 2 X 4'S @ 16" D.C. 11 42 STAIR LANDING c ^ �� 48 MOUNTING HEIGHT `.� � � 1/2 X 3 GYP. FILLER STRIP AT PLATE H (1) LAYER 5/8 TYPE X GYP. WALLBOARD INSTALL 2 X BACKING 2" CONC, TOPPING SLAB �'y ♦ ♦ o EA. SIDE. W/ 6d COATED 1. 7/8° BROOM FINISH OVER ^ NAILS (I� 7" O.C. 12 (R-1) ELECTRIC FREE STANDING RANGE VAPOR BARRIER, 5f8" P'_'fW000, < XWM J NON-DUCTED RANGE HOOD OVER OVER 2 X 8 JOISTS @ 16" O.C. CL LL g 13 1�i 2 X 4 EXTERIOR BEARWB WALL (REF-i) REFRIGERATOR 43 STEEL HANDRAIL (U.L. NO. U026) 14 (WC-1) BASEMENT HANDICAP UNITS ONLY: 2 X 4'S L 16" O.C. WATER CLOSET-HANDICAP 44 8" DOUBLE WALL AIR COOLED (1) LAYER 5/8" TYPE X GYP. WALLBOARD ACCESSIBLE, SEAT 17" TO 19" HT. CHIMNEY FLUE TO ROOF I^!,' 6d COATED 1-7/8" NAILS @ 7" O.C. ]5 (WC-2) WATER CLOSET 1/2" GYP. SHEATHING W/ 6d COATED 1-7/8" 45 (SH-i) SHOWER NAILS @ 8" O.C., BUILDING PAPER & BEVEL (LAV-1). BASEMENT HANDICAP UNITS ONLY: WOOD SIDING 0 6 LAVATORY, HANDICAP ACCESSIBLE 46 RAISED COUNTER TOP 9" WIDE W/ LEVER CONTROLS, INSULATE EXP. PIPES REFER TO DETAIL 7/ A7.4 z i-M 2 X 6 EXTEAEOli eaMWel t!i I SME ELECTRIC METER CENTER L-61 (U.L. NO. U026) 17 (LAV-2). LAVATORY 47 REFER TO ELECTRICAL DRAWINGS 0 SINK 2 X 6'S @ 16" O.C. (SINK-1) KITCHEN , HANDICAP ACCESSIBLE (i) LAYER 5/8" TYPE X GYP. WALLEOARD 162" TO 3" RIVER ROCK FILL w W/ 6d COATED 1-7/8" NAILS @ 7" O.C. W/ LEVER CONTRU'. 48 APPROXIMATELY 4" THICKNESS Q -:i:D 1/2" GYP. SHEATHING W/ 6d COATED 1-7/8' 19 (DW) DISHWASHER 0 NAILS @ 7 O.C., BUILDING PAPER & BEVEL WOOD SIDING, BATT INSULATION S 20 (BT-1) .BATHTUB W/ SHOWER HEAD OVERCY Q i-HR EXT.SEASM WALL -w2&7 (BT-2) BASEMENT HANDICAP UNITS ONLY: WITHOUT SOLA TION BATHTUB- W/ HAND-HELD SHOWERQ HEAD W/ 60 ,DOSE ATTACHMENT & WALL W 0 Z (U.L. NO. U026) BRACKET OVER LL' iX6'S@1.6" O.C. z 0 LAYER 5/8" TYPE X GYP. WALLBOARDLLJ W/ 6d COATED 1-7/8" NAILS @ 7" O.C. 22 (WH-1) ELECTRIC WATER HEATER 50 GAL q > A/ W/ ,d 112" GYP. SHEATHING INT 6d COATED 1-7/8 Z 1 . 1 NAILS @ B" O.C., BUILDING PAPER & BEVEL PRE-FABPICATED FIREPLACE �i•� WOOD SIDING EA, SIDE 23 36" OPENING WIDTH z 8 112" 4 5 e 2-1/2" STS`IDARD BRICK HEARTH EEI] THINSET INS1 ALLED OVER GYP. CONC,i=M PARTY WALL with 2 X 4 UNDERLAYMEENT, 112" TOOLED MORTAR JOINTS(OWENS-CORNING OCF448-STC 56) HEARTH 16" X i-1" MIN. SIZE. 1/2" GYP. WALLBD. 2 X 4'S @ 16" O.C. EA. SIDE STAGGERED 8" FIRESTOP @ 10' 0.C. J 3-1/2" ACOUSTICAL BATT INSULATION B" DOUBLE WALL AIR COOLED LISTED METAL Q MAX. HORIZ. (1) LAYER 5/8" TYPE X GYP. WALLBOARD CHIMNEY FLUE TO ROOF. EA, SIDE. W/ 6d COATED 1-7/6" ] 1/2" NAILS @ 7" O.C. OUTSIDE COMBUSTION AIR KIT. NON-FIRE RATED PLUMBING WALL 24 12" VEEP UPPER WALL CABINET 2 X 4'S @ 24" D.C. (1) LAYER 112" REGULAR GYP. WALLBOARD (1) SIDE. W/ 5d WALLBOARD .NAILS @ 7" O.C. 25 CERAMIC TILE FLOORING 26 BASEMENT HANDICAP UNITS ONLY: DRAWING INSTALL PULLS FOR CABINETS NOS 8 112' MOUNT CLOSE TO BO TTOM OF CABINET DOORS AT WALL CABINETS, CLOSE TO I and a i-}fl 2 X 6 PARTY WALL TOP FOR BASE CABINETS (GA FILE N0. 'WP 3230-STC 50) WALL �� 2 2 X 6'S @ 16" D.C. 27 BASEMENT HANDICAP UNITS ONLY: 3-1/2" ACOUSTICAL BATT INSULATION 34" HIGH LAVATORY COUNTER, RESILIENT CHANNELS @ 24 O.C. BASE CABINET REMOVABLE, (1) LAYER 5/8" TYPE X GYP. WALLBOARD EXTEND SHEET VINYL UNDER BASE CABINET co�` EA, SIDE. Wf 6d COATED 1-7/8" COUNTER TOP 2" MAX. THICKNESS, L. NAILS @ 7" D.C. TO STUDS 17" MIN. DEPTH X 30" WIDE X 29" HIGH -- 1" TYPE S SCREWS TO RC @ 6" O.C. EDGES, KNEE SPACE 12" O.C. FIELD 10 112_" X 3" GYP, FILLER S T RIP AT PLATE ( 8 2" X 3" DOWNSPOUT, CONNECT TO STORM DRAIN 9 ` SYSTEM 29 BASEMENT HANDICAP UNITS ONLY: INSTALL 2 X BACKING FOR FUTURE ;. E 4✓JMyl 11, 1004 HANDICAP TOILET GRAS BARS REFER TO INTERIOR ELEVATION REVISIONS FOR LOCATIONS ^DDtti 6IDo/� 2 m BASEMENT HANDICAP UNITS ONLY: z'Zj Thermal Performance Requirements: ` 30 INSTALL 2 X BACKING FOR FUTURE HANDICAP BATHTUB GRAB BARS REFER TO INTERIOR ELEVATION A. Eal(teTlor walls R-19 Batt Insulation 8112" FOR LOCATIONS B. Exterior Fiat Ceilings R-39 Loose fill insulation 31 ATTIC ACCESS JOB N0, 9302 C. Exterior Vaulted.. Ceilings R-30 Hatt Insulation 22" X 30" PER DETAIL 7 / A7.2 SCALE 1/4"COORDINATE LOCATION W/ TRUSSES DRA'►NN 8v FRANKS D. .Attic Access R•39 Rigid Insulation board & LIGHT FIXTURES COMPUTER FILE :Acoustical Party Wall 'Insulatlon P-1 1 Unfaced fiberglass batts 9302-A2.0 NOTES & T NPES F ' �Acouatical Floae'Insulation R-9 Unlaced fiberglass batts SHEET �' � g 33 l5) 8" FIXED SHELVES Ca. `,1.xterior A. 4 R1 ld Insulation board 72ND AVENUE, 12320 2aO MST 94-0243 8OF65 COPYRIGHT 1994 PAUL FRANKS ARC I--C' JUl_ 1994 MICME"OFILMED I , lll , l VIII IIIIIII ( VIII ( VIII ( VIII I II ! II I ( , ll ! , ! I VIII IIIIIII � 1 - �'I� MADE IN CHINA N I 1 1 1 1 _-_..._ .-----------------------------*--•._•----------_---------. ' � I ' -� ��......_.. -------------------------- -------------------------- - ------- ----_•- -----_...---- • 8 .... OF ••• i ; 1 ...........................,..�..-.. :5 , r r r I , r BERM LENGTH � 30' - g.. ----------------- .. BERM LENGTH 23, _ 5�>, . . Ay . BERM LENGTH u� i � zx 221 - 611 Q a� d CLum j ---------•---•------------------------ 2 r r r r r BLDG . PERIMETER 4 f.;'•.. _r:„,�"-fi,'�[r'. .., M t..."Ra a: , , r�.g•w's � "�. b:�, ,:..:.r'4 ;. `,..,i ' � °��r �r ti .y..Nn?e ��'.'••��arf n I,w•I -I,.:J.��.,+III., {I, f�„'�-r.3 `�_�.-�.•—i;.at�`”..,.m.,,U.,�*art'.1+ti„+��'•r�,`�''.'M�"y°ir1irM �i�. y,h.:d•rY•��t�yS^.r+ aStiyrri/",w•„�;��ytn�N.•r.wC.�•�t 4 f'C" +•�!�'•.f,�,Y,y;J'•:,��r�', +' t^al lhA,nw,rty''sy�.�y306 �f'.YY`,f�.► 4y-.�..�- 1 ''_r 1 w,4,i,.,.,.,�...,,-,.a->.,,..k,•�ttt nr>.0 .� r• �W*�t'yps.�f' R �zW ------------------------------------- ____________________________________ 50% - 153 4 i. 3�QoaQ rr chW- — U. .'y %,% LoZ BERMED LENGTH PROVIDED = 153 - 4�i W 0 — .9- , . . . . . . . . . . . . . Z ------------------------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . ui . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BERM LENGTH 11 ' 6BERM LENGTH BUILDING i3 - 5BASEMENT --- BERM LENGTH FLOOR. g” , PLAN30 __--_._______________,.._.__..____._. ':ATE �+E�:SJONS ---------------------------------- ------------------------------------------------------------------- 108 NO. 930.2 SCALE DIRAWN BY FRANy K S 8.AJ ��t PLAN 930 1—A2.1 afEF T ;t, A - 2. 1j r y 72ND AVENUE. 12320 'OPYRTGHT t 91"MS'f 90243 A2.x g OF 85 PATIFRANKS AFIMM:T' o JUL 2 2 1994 MICKWILMED II111 I11111 11111 11111 1 1111111 1 11111 1111111 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 M7R- MADS IN INA IN 1 1 1 11 CHi 4 * :d - --------- - - -, j { r - - --- L : a" !' f o" !' !y fj --- --- •--------- --------------- I ' 4 ALL WALLS TYPE 4 I �.' 5 6 O dJ` i--HOUR FIRE RATED �•' :f_ESS OTHERWISE NOTED QHA� --------------• --------- -- -- � ------------- I -------- . ! -- -I-•------( S Ham• � ; i I - .ter. -------- -- ..Ls___-•��._._._..-- - ' 1 LJ I I ! ; I ,• __.. ....-..--:,•..•,.. -.• +�/`�• ti ql ►itFER TO STRUCTURAL DRAWINGS FL R �' STORA • ' SHEAR WALL SCHEDULES WALL TYPES � I _�- SHOWN1 ON ARCHJTtCTURAL FLOOR PLANS � \ . ` . _' ,• • PROVIDE FOA FIRE RESISTANCE AND SOUND L �_. .CONTROL ONLY 1 W►fERE THE FASTENER SPACING AS SPECIFIED 1 A7, IN T STRUCTURAL L E I 7�P9n BIEVL FINISH DR FUIUN DIFFERS FROM THE ARCHITECURAWALL " i I l- ; JQWER F�,QQg VV t REFER TO CIVr-DRAW046S liElMD-UM SCHEDULE, INSTALL THE CLOSEST SPACING I L_IVINa FINISH FLOOR ELEVATION SPECIFIED. LIv N ) 0�lz )-�-T�HEN UNIT I� REftR (0 GRAWWG& _ _.-...�WHERE THE STRUCTURAL SHEAR WALL NI ° I HANDICAP ACCESSIBLE MASTER SCHEDULE SPECIFIES PLYW000 WALL �,� � 1 SHEATHING ON A FIRE RATED WALL, INSTALL I I r !V AS.�' = 's BEDROOM PLYWOOD DIRECTLY TO STUDS, AND ' I - - d GYPSUM SHEATHING OVER PLYWOOD ; I I [ zn TO COMPLETE FIRE RESISTIVE ASSEMBLY. 1 Z 11 ' --- - I I I� 1 ♦ �r z I-----•---- ' z 7.1 Q 1 DIS ENTRYCLOSE : GRAPHIC 'L-EGEND ( UNIT B lJL HANDICAP ACCESSIBLE 1 W TY ,•'' � � __ 1, 1 CLOSET , ALLTYPE i I ------------------------------------- 2 - - SEE SHEET A2.0 ---------- ------- WINDOW REF. NO. i •. .'.• .• : , .. ... . .: ;', : •,'. : ' : : ' '. . • • . .�. . . . .•• : ' � : . • . \ / --- ______-_ _;- ------; _ _ o �" -.-SEE WINDOW SCHEDULE 4r : : . r , r► SECTION08760 - ------------------ SPECIFICATIONr, 43 STA fWAY N0. 2 : ': _ t` _ -- j ----,•L-_ .' -2 ENTRY DINING } 0000 TrIE _ _ DOOR REF. NO. ol BATH ' MwRC W A 6AOt1P SEE DOOR SCHEDULE I ---, BATH ~7 2 BATH KITCHEN B I HANDRAIL EXTENDS- SPECIFICATION XTENDS o SPECIFICATION SECTION 08750 q 1 (�� .: .' '. . A9.1 �\ j; FIN. PLR. 7 z - --- _-__ -- --- - _ - 24' BEYOND a 22'-9 112 - '- .� _ ---- XX ELEVATION J•-• ' . - 5 - : . . Y o , I ° BOTTOM RISER (Z, .gip a0.t ) 2 o� j oC 0 15 TREADS @ 1i �.. �✓ O ce TYP, ` y , L_4 Lw_ _ �._I _ _ m - �- - l 0 I 16 RISERS @ 6-7/8'1 so /Asanr;/ L- - - - --------------------�---t--•- =• y � INTERIOR ELEVATION i --------------------� - -- - - - ~ -- - REFERENCE 6 - -��- _O - - - - - - "-° ? `21 \ Q L8 Fl FIN.F.A. 3 12 2 A l 1 0 3 I / 6� 1 04 3 30 1 /47 U 22,9 1/2' IJP L_X� SLOPE X VERT IN 12 HORIZ. - i•, -- - I m27 _ ._- - -- __-- 1. 1:. As.2/ --�_ 1 �, 7 21 0 7 21 . 11 -10 8 3 � 26 f 26 27 2 - - �2 8 LEVEL LANDING.'. . 6.2Ll + / r` T F- , z n: TA AW Y N ,{ 4 5 5'-O" ?J� 2 u� -�" -= h - -�'- - 1° '0 5' 4" 3 10 1 i�" 9" a 1. DETAIL REFERENCE 49.2 K TC' EN ' d Y - -- r . - 5 - - z O \ m DIN N 8 /Ai0.1 i- ; ;; 11 BATHJ2 1 �1; B T �29 ' 1c 10 , , rH 1 ,�, ��, I A9.! A9.1 W _�`s' Wim_�_ As0.1 < I 0^i - As /A10A J 1 . ._. . , - �d -L--.- - - �- ; n A I cv c i o I D O F1�D-0DV Z SSS / ,,'. , ,� ix a 0 3 3 , 1 3 i .- ,, i C �L , rA �--- GRID REFERENCE ------ -ENTRY v 14 '� 6' O - (` - 1 3� 1 " I z HA�IDJ�AIL -MA.FLA w 19 IlV i �' 1 i" '3•'. . . 9 IQ 9 _ _ 24) 0 2ee12 qo'_o ' ' 3 5" _ e'- • ` SLOPE 1"./ 20" MAX.- ► Q . _w_ _.e:7. 2• I 1 "r _ 5' c, , 2'6 3/4'f 5'-3" q 2'- 5' ._ �'4" T 2'B /2.;f --_._---=-i-- --�----------------------• -- - _--�F- _ __ ---- -- 5"-- �--. -- 3 9 f/2_ 4'-9 ! 1 I -'. Z 1 5 BUILDING SECTION a39 - - - c. , I 1 G o A 4 3� mt 6 _ 48.1 REFERENCE + I 7 A9.i TYP. �, •' 12� 3 " �/�.�,y,•�� 12 i --- I NI C o ♦ ♦ / 12 '" CLOS T 1`- d o 2 - x i 7 V ' 7. _5LQ . I , ___ ,' , !� Lo , 3 / AMI 0.1 -'-' - ' -_- --- -r ------Ir-- CLOSET :: 3/0 3/0 v �., j - 41 12 12 f - 1 ----- --- --1 r T - -- --- fn 3 _F__ ; 3 ENTRY INN SHEET I VINYL FLOORING v 3 L l 35 N Q I l - UNIT B _. 1 \ j x ------ --_ ' " � 46.1. 1 CERAMIC TI F 38 I o OA e N' , , ;• IC LE LOOKING � HANDICAP ACCESSIBLE 3 I '; w MASTER -. .._._... 1 ., R / ,----------------- F-t-i° - - -- - '1 '-1" 1 3 I �►I 1\1 '.Y '�' 24 C' CONC SLAB-ON-GRADE - s , 1; �' 2 1' R M _-.----.__ • � Y ---- y+� ' ,,•' • �' u' , ~ 1 1 .i" ^ � ' BROOM FINISH m - , 3J; � ' ., UNIT A °� _. UPP FLOOR LEVEL O 12 , 3 ; r 6 , HANDICAP ACCESS,BLE ° A6.i BUILDING 13EDR M FlNISH FLOOR ELEVATION 4 r 1 B ; EARTH BERMS ! REFER TO CIVIL DRAWINGS "-' REFER TO GRADING PLANS i 1 �r- LOWER FLOOR LEVEL -- I 39 1 FOR DETAILS AND SPECIFIC -V-�NG FINISH FLOOR ELEVATION 24 N 49.2 BASEMENT GRADES 6 ELEVATIONS c REFER TO CNL DRAWINGS BED L.� ING 19 Roor� v ; ID FLWR ---- •-- 49.2 i 2 0�13 3-------- I E E - ISIM5/0 x 4/0 . 1 PLAN GENERAL NOTES - i r1 --� 3/0 X 5/0, -�. �_6 EGRESS ' ,' 3 0 X 5 -� I I 5/0 4/0 GRE9 ♦ _. ,.�-. -, Ale 1. REFER TO SHi_'F_T A-2.0 FOR TYPICAL WALL PATIO SLAB ,�k 2/10 � 5 I I' - - - --- �a - 6� �t 1 �/o x a/0 ; TYPES AND TYF'1CA1. DETAILS. • I " r 13 715/o x 4/0 o A9.z [�6 OB4 3 BELOh 1a 3 "s . 1 EGRESS A9.1 I ti 4 ) m FIN. FLOOR A9.2 ' 49.2 a 49.2 . . . ST RAG I I I _ _ _._ K (3:2. REr-ER TO CIVIL E"IGINEERJNG DRAWINGS , ; 39 3 I 1 _-- - ----__-- 6 4/0 X 5/0 _. ; v c FOR FINISH FLOOR ELEVATIONS ; j ` - "! -..-- -- _�__-..-.-__-_- r ' I t Q ------------ --------------------------------' 5 ----------------------------�- �' - SLOPE SLAB �;'�o _ ; NOTE SPECIAL HANDICAP ACCESS REQUIREMENTS: �, I I 38 414 ;3 ,Y 9,2 49.2 Sr I '� ,. . . 1 1 a a 1 , , .AY ,3. _ _ � (2D'ALS GROUND FLOOR DWELLING UNITS ARE 1 ,' , -- ,�______ -_-__T___- --.�----_------- a REQUIRED TO BE HANDICAP ACCESSIBLE. � �- - - ------ T' Eil REVISIONS STRUCTURAL BACKING REQUIRED FOR FUTURE JUNE 30, 1994 INS T RELATION OF GRAB BARS AT BATH TUBS PAT10 SLAB ----- ----- ------- ----- ------------ AND TOILETS AS SHOWN •------ -- ------------- --.-_---_. 3 I 3" BELOW 2 I FIN. FLOOR LEVER TYPE DOOR HARDWARF REQUIRED ON ALL -7.1 BASEMENT LEVEL DOORS I I � � .'' S'-e" 5'•10" _ - I ---------- I1 Y---- ------------------- ------ -- ---- t 3'-6• 3'-10" 2' 4" 1 i'6" i -r," 9 6 f a 1 . 4-B'^• 4'-0" �, 1� y �. JOB NO a3C2 _. � +� SCALE + '4•'1 16-6' B 4. y _ , � . DRAWN 81' FRANKS COMPUTER FILE -A2 1 BASYN7 PLAN 5r1tE' 1� BASEMENT FLOOR PLAN A2.1 CQP`RIGHT 1994 72ND AVENUE, 12320 BALL FRANKS ARCHITECT MST ?4.0243 1q OF 65 ,AUL ti 1994 Micim"'FILMED 11111 i 11I11 111111 il11111 i 11111 i I � III � i ' I III � I I � i � I � II IFIAI•:R- ';IAM 4�MADE IN CHINA I e' as a 3 C fl b ! • e ",- ' 4'-9 1'-t+ r-e' 9'e+ g.e. 4QI 4._e+ i i __..__.._ . _...__.� _.. I ..__.._- _._ _ ... . 1 �. r�l�1' 11f --60 ! ;l f a-�• 3-io• :�'-e• I I C'3 1 - 5-10 a-e• _ ! +' fir-/ 0 1MA ALL WALLS TYPE 4 I ( 6 OF I-HOUR FIRE RATED I -•--- UW ESS OTHERWISE NOTED 1 .51 UR ,� I I I 1 7 SHEAR Welt S REFER TO STRUCTURAL DRAWINGS FOR STQPA Dry SHEAR WALL SCHEDULES. WALL TYPES v u 1 S✓•10WN ON ARCHITECTURAL FLOOR PLANS I , I I ' • WROVMX FOR FIRE RESISTANCE AND SOUND _ -_ --_ I _= __.... - - I corlTRa Drat. - - -- 1 WIfAE THE FASTENER SPACING AS SPECIFIED �1F�pE[� FLQQF�LEVEL IN THE STRUCTURAL SHEAR WALL SCHEDULE ' __ ' ' FiNIsH F_ooR ELEVATION �•' DIFFERS FROM THE ARCHITECTURAL WALL i ; I REFER To CIVL DRAWINGS BEDROOM LQW�H FL QQH L VIAL „ I BED Q� � St'h£DtJIE. INSTALL THE CLOSEST SPACING i ivl I I LIVING FlNISHFLODA ELEvnnoN SPECIFIED. �I I I REFER TO CI`/L ORAWINGS , ' LIVING EITCHENUNIT " A „ WHERE THE STRUCTURAL SITAR WALL ivl I I �I I � 1J SCHEDULE SPECIFIES PLYWOOD WALL N I I I NOTE: PLATE HEIGHTS IN THIS UNIT BEDROOM MASTER 1 1010 ARE 10'-1-1/8" OR 9'-1-1/8" 1 " i .�QHOOM !l I1L LFA CEILItJG ' SHEATHING ON A FIRE RATED WALL, INSTALL REFER TO CIVIL. DRAWINGS FOR r PLYWOOD DIRECTLY TO STUDS, AND I FINISH FLOOR. ;; ,• e� ,�; GYPSUM SHEATHING OVER PLYWOOD ( � T „ ?Q COMPLETE FIRE RESISTIVE ASSEMBLY. „ „ , O= n „ 8'-0" FURRED `,. .;' ',1; ,' ;; �• DINING , CEILING_, -,� ENTRY .. 8'-0" FLIWAECI -!�------------ - - - % qua GRAPHIC LEGEND ---- -- ----- % CEILING T ✓ �--i �' - 0_�,, UNIT B $ g! - / NRRED CL � s� 3i r. WALL TYPE (iPLING CLO T SEE SHEET A2A F _--- - -- ----- -- - ;-ti------ :_.J, WINDOW REF. N0. INTERMEDIATE LANDING ABOVE � SEE WINDOW SCHEDULE I VERIFY LOCATION WITH li O' SPECIFICATION SECTION 08760 I APPLICABLE SECTION 1 I UP• : 8'-0 FURRED 4_ �I Ic �L� , F, 1 43 I _ CEILING - _ 000pr�� _- - "� DOOR REF. NO. '� 1 e __ 4 A'�H A2 \ ENTRY ------A NIN ,,,�ti,,, -_ SEE DOOR SCHEDULE mi _ -_- - _ - __ - rH ATH „ r ITCHEN -� SPECIFICATION SECTION 08750 j 2 __ �- - Y9. HANDRAIL EXTENDS _8 z 6. 6. qN ,-' ;; 12" BEYOND - - -- XX F 41 22'-5112' - - --- -- - -- OP R - - ; ELEVATION I -- -- i - - - -- - -- -- -- ,- - Qr . ,_ _ -'`� T RISER i W Z r� T W� Alp). o I ° I I - - - -� - - - - O- O _ 15 TREADS @ 11"-- A6.1 I j 0 I A �. I I 16 RISERS @ 6-7/8" l ;ol 1 G 1 to �ao.t - /�� - INTERIOR ELEVATION - +.-- �s "'� - -- - - _- •--i t-{ J O `��J REFERENCE - - - -C41 A-� 3 - =cu - _ _.,� .... 12 2 6 12 ' �` 2 , 0 22 ,1 0 1 - - q 17 N (22 42 -22'-s 1/2' n, ' i Q 13 ' 7 2,, � � o + I Q X I •~� A9.2 ,,' - m m 7 4 , 2 7 / -e" 1 CD SLOPE X VSAT IN 12 HORIZ. 1 ,,-- -- ----, � ---;t 2/0 '� �,�-------• _-- - . io .n ' ►,------- '_ �' 6 +.' I SLOPE LANDING-1 4' F- • i 4 1a 'Asn2 ; ; 2' iS 3ia r- % 5'-S" 3 i' -g q• it '� 1 DETAIL REFERENCE A92 �' 46 25 - --5'-4" 3' io iia �2'-s• 1 ---_ - -_- - _- T -- o / C CHEW i 1 a (-{ 1 1 -� _rA` 1 10 - A9.1 A9.1 `� ', n O _ �r m N N 17 Aso.z '=------`' �i , ; „ I 1 �� ,�� - :9'-5• I OTE. BASEMENT FLOOR W z 11 in �� _ _ iD /AsO.a21 /Aio.2 3 ) /Aso. - - - -- N 1 TO 1ST FLOOR LANDING CA)- GRID REFERENCE - --- - 3� T Y iQ 1 3 < a 61 S T A I R W A N . 1 I 43 z O c /� J 18 e ' 34 ,. i 1. a + �J UP 1 = 9'-1" W . 1 v�� 19 ; / N 8 R 9 `Q :' a 3'a" .R a - > �►i 1 A9.2 a' 24 I __-- ---- - - e 12 8 y 5. 0• a'-o" 3'-5• e'-e' INTERMEDIATE LANOINC Q m - - _ - - - ', = - - - - ABOVE i p W i .._ ----_ - , I - -- - ---- - -- - 4 - 2/8 B 2/4 5 ' { I 5'-3" \Z' c'-5" 2'9" 3' _ 5 BUILDING SECTION - - -,---.--- - ,- .F - - -- ---- - �' -,�� -, h - _ _ 3 s 1/_ - a 1. A-4 Z A8.1 a /Aso.t L3 o _.- :__: 34 N' 6 O REFERENCE i CEILOINFURRED ; A9.1 > _ F r 12 m 2 0 7; 46 G 12 % `� _ �' S T CLO ;, - ------------------ ----', (3 `3/0,--' / ----- - -- --- - -- -..-..__ ----- ------------------- - - - - - '�0" FURRED _ .;; - - < - - '�/ / Cn 3� L 25 a o - V < SHEET VINYL FLOORING !� 37 • I`- C LING 6 --` 9 in 4 i2 _3 D a WI _ 4I 7.3 6 12 _ I UNIT B 3s ^' �� - - 35 37 N T'RY`° NTNG 51iz" - 35 a I I " ! HANDRAIL EXTENDS �4LNOTA: PLATE HEIGHTS IN THIS UNIT-' 24" BEYOND - AARE iQ-i-iibOR 9'-7-1/8" II = r - CERAMIC TILE FLOORING I REFER fa CIVIL DRAWINGS FOFi,� F�3 .n MAS TER 1 QBOTTOM RISER FINISH FL600 ELEVATIONS I o N 1 VAD�TFD CEIj ING r 5'-7 112" 5'-2 112' DEDROQh1 4" CC'NC. SLAB-ON-GRADE F°'' -- - -40- - X I - BROOM FINISH 13'-0' __- KITCHEN • • 4 - N UNIT�T P� 0I " 4 -- -- '' I, UPPER FLOOR LEVEL I N 1 O 12 I 3 i' 2 BUILDING �,� A9.2 - �EDR � ' '� ' F1NI3HFL.00RELEVATION � I� O iB '` A •1 EARTH BERMS RF�ER ro CNL ORAwWG5 13'-0" FURRED LOWER FLsOUFi.LEVEL REFER TO GRADING PLANS MNG `,�`Y * CEILING �� FP48HFLOORELEVATION I 24 N N 1 FIRST FOR DETAILS AND SPECIFIC IV 23 1 S 1 GRADES & ELEVATIONS ( �- = o ' r ro avL oRAwwas ' EDR -QM "� LIVING 19 °ry < < FLOOR A9.2 2 I ��+ �/ X I iii iii - _ K `'�i,' ,C 6/0 x 6/0 F j F I d°,l�,h;'• � 1 i 3 � i 3, SIM. O , ,., n 6 O PLAN 8'-0 FURRED CEILING \J-0, - --� E e/o 5/0 GRE ' z / % % WHERE INDICATED. K - • _ -=- - *s - - t3'-2. / - • - - - -- � - i 3/0 X 5/0 ' INSTALL 2 X 4'S @ 24" O.C. 1 I I .E' �\ 2/IG - 23, ` E, FRAMING FOR FURRED CEILING - � `. \ q ��> 3_ 6 { 6] F 6 C X 6/0 5/8 TYPE X GYP. WALL BOARD v is 3 As 1 4 I I I N EGRESS v 1 <K� �• c �, _..-.. _`s OVER R.C. CHANNELS @16" _^p O.C. AG.2 Afl3 -_-_- c1-1r Q� 2 X FIRE BLOCKING IN WALL AT ^J -•�i� - _ 7.1 __ --- • ` _ FURRED CEILING LINE -' '� ol � I 1 5 1/2" -�- - - 7 5j " " i1 3 1 i ATTIC ACCESS 22 X 30 6 8 H i I A9.2 A9.2 AS.z 2.6 .' '=--- --- LOCATE WHERE 30" MIN. ATTIC HEIGHT 7 1) 9 DATE M/4Y 3 '994 ' I REVISIONS GIENERAL NOTES I - r---- 1. REFER TO SHEET A-2.0 FOR TYPICAL WALL TYPES AND TYPICAL DETAILS. 2. REFER TOC N 1 NIL ENGINEERING DRAWINGS I FOR FINISH FLOOR ELEVATIONS 3's• _ 3'-s•" a' so• 2`4• 5'-B• s' so• q'_e" ._.._ ._^''�".-_ s'�"._.__. ---___-- y 3 6° -1• �'-3• JOB NO. 9302 --- _ 9'-8• 13'-2" L SCALE -._. _.__- __,_..______ 3 RA W N BY FRANKS 42'-0" _ ae s• CUMPU T ER FILE 92i2-A2.2 IST FLOOR A - 2.2 72ND AVENUE 12320 �, FIRST FLOOR PLAN MST 94-0243 11 OF 65 JUI_ ? 1994 M I C FILMED � � � i I � I � I � I 1 1-ilw t- t .AAS 3 4MA'DE 1 IN CHINA I IN 16111111 1111111111 w I 41 6 D r-a• 1rr�• ri�� / ' M �,�• T-9!/z" � 4'-4' 0'-10' a'-e` H'-9' T-0' N _ _ __ I 6 R I � 3 ALL WALLS TYPE. 4 I I OF 1-HOL�Fi FIRE R.4 Y E:L' I I + UNLESS OTHERWISE NOTED + Ft ..--ww-----r-••YY• -rrrwwYw-rr-•--N •YYY-w----- L-Yw 5NEAR WALLA I I -T-- :?Oc- .." REFER 0 STRUCTURAL DRAWINGS rORSHEAR w ALL SCHEDULES. W ALL T N Fi S SHOWN ON ARCHITECTURAL FLOOR PIANSPROVIDE FOR FIRE RESISTANCE AND SOUND o t ____ ___ ---�- = _ .................... ....•;s__ -_CONTROL ONLY /"�{�WHERE THE FASTENER SPACINGAS SPECIFIEDl ,I I"`---"`"'ttLJIN THE STRUCTURAL SdEAR WALL SCHEDULE iOFFERS FROM THE ARCHITECTURAL_ WALLLIVINGSCHEDULE, INSTALL THE CLOSEST SPACING ---- LIVING SPECIFIED. BEDROOM ,'WHERE THE STRUCTURAL SHEAR WALLSCHEDULE SPECIFIES PLYWOOD WALLSHEATHING ON A FIRE RATED WALL, INSTAL. UNIT � A BEDROOM 1T ___ '` VA TSD,UL WLINGPLYWOOD DIRECLY TO 5TlIDS• ANa � , �• '� VAUL�D�CEILING '/AUL�D.CEILING GYPSUM SHEATWNG OVER PLYWOODTO COMPLETE FIRE R>rSISTIVE ASSEMBLY. ; %o 1VAULTf 'C,�ILING% ; 7.1 ENING , 1•..2. iZ'' CL LL. pi GRAPHIC LEGEN�1 ---------- ------------------------- -------WALL TYPE --SEE SHEET A2.0WINDOW REF. N0. ENTRYSEE WINDOW SCHEDULE 5'a' _ • i�'-s• �SPrCIFJCATI N S CT - �- 3.o.0 E ION 087604 KITCHEN ------ ------a"rypE -_ 1. DOOR REF. N0. hAno WW Aim&ROUP SEE DOOR SCHEDULE m 8 u' --- - - - - ��.O - - ------- --------- SPECIFICATION ------ --------SPECIFICATION SECTION 08750 2 ------ A9.1 • . D Q FT- Inj 4 ' XX ELEVATION � Y - '.2..;.:• -:. q - - A2.2 � -So• N • uj 2 11' 1 P - '` 6 STAIRW ° m 9 0 wrw....w ...... 19 /A10.t N O 1 wINTERIOR ELEVATION N /� ------ --- `�' - - ENTRY ` _.. ----------------1 ----�- - --- - - �1 U REFERENCE = q 20 7 ;I 6 I 1i Q ( h �J 12 T = o cq mI 4_ z/o '� I it /A! 3 - N 42 2..0.. X SLOPE X VERT .N 12 HORIZ. 1 m b 10 aA Q11 1 0 _ ' 7'-0•CEi1J6 MEJOH �- 4 5° '• 2 :•pK q i "<!• I 3 37 3 � � � .� 12 iv g A9.1 1 DETAIL REFERENCE a 1 ^ -- + ' 1 - - - - _ - - - Q N d m w Q 7 s Asa! !� _ i �_ _ � r• o �- ••. ' . . W ATTIC 3 1 N I `:C /Asa>� 3, I /�•-s i/z• N GRID REFERENCE N / - - 4I a/o _ ..- - - ---- 17'.-9�_ ' Lij -i O' 5'-8 1/2" I -NN-NN r. •* , A fV 4"9" > -- IQ , r :7 /AlO.! 3 • / ! !0 /ASO,f m 2 _ 4'-10 1/2" - -- 6'-5' 1 3-9" - T 1 1 O •'r i 8 � DINING � A7.4 1 i 7 a/ 4'-0` j Z C 5 BUILDING SECTION Z / - n I 7'-6" _ B 1/2' ---•� - _ -- ti G o 6 ®'-1-1/e•PUTS►+EreHr A8.1 REFERENCE i ,� _ 6 ='' -=- - F I °° I v� C36 - -=---- - 6 _ _ "ussammu mi --- ------ - 9 • - aN-NN-N•---- _ I + • n 3'-3 ,. . i� 37 .. e/o 2/e ' , � -�-- a 1/z` a'-0. i � (COL. y • , , N �- , . . 3'-1 1/2' ' ,�' 3" l i12 4 SHEET VINYL FLOORING !� I 2i ` - '' , `,VAULTED CEILING' G / i'-2" 4' 4 S/2' 3'2 3/4" 2'-0 3/4" 3'-0' 7 A It1 ' , ' �� 1 1 4 Q l.� ITC DINING 1 q • .' .'� `, 1 2i„ - 3•-4' -- 12'-9 1/2• y'_'� - - _ _.. --- i � 6.1 CERAMIC TILE Ft00RING 1 FIAIVED 7-6 27 1 A10.1 8 ��T �� 1 % 1 F Q '• ' . • 4" CONC. SLAB-ON-GRADE N �. � ' • •. BROOM FINISH � ,`. `<'11'-6' - --- - C - ',• ' 4 = VAUL TtiJ,tEILING Ey '-� - ._ / ___ ? - 3 BEL) _ �, - 3 O 4 w VAULTED CEILING I I r, ,•'�0 / " I- r` 6�� 1 As:1 BUILDING B'-0 FURRED CEILING 1 ,'� �`, � ,' `, B' 'PLATE HEIGHT i WHERE INDICATED. ; I V�SZ k _ H 1 4 11 T 1 FLOOR INSTALL 2 X 4'S @ 24" O.C. _ , 5/o x 4/0 �� I o ----- i - 2ND FRAMING FOR FURRED CEILING / H ABavE m ' .z/o: ATTIC 1 PLAN • 5/B TYPE " GYP. WALL BOARD i 4 �„ 2 �' LIVING S, 14 i 3 L:__---- OVER R.C. CHANNELS 016" O.C. i �'" OF I F 1 i Si�•1. % 2 X FIRE BLOCKING IN WALL AT = I EBREeB I 5/0 5/0 116 x 5/0 ' ' ® --- FURRED CEILING LINE .�� -__-- 40. -- - :• -- c t I 9' p \ u u (U i-�" I 1 •� '6 F 5/0 x 5/0 NO) U I S A72 ATTIC ACCESS 22 X 30 4` 2 i 9.2 A9.z TYP. A9.2 cv • EGRESS LOCATE WHERE 30 MIN. ATTIC HEIGHT ry --- --- --------------.__ __ _---___------__-- -__ _ _ - rte•._.____ _r- - - -----._�_ _� ---- i 4 « . --Nwa-wN-.� 1 TE 1 M �...........T......wrrww-Nrr r�. .r....r.wwwr-• - ---- _- _ rf --- - - . . -- - ----- -- --- _--------•-- ------_-----A ' 3 5 1/2" i S 7 1/2. 1 _G) GENERAL NOTES - 1 �� THIS WAIL ALIGNS W'I•H ; WALL OF LIVING ROOM i �-__ t1NE�ExTFsiOn WALL 1 i BELOW AT BASEMENT 9 FMT FLOOR 1. REFER TO SHEET A-2.0 FOR TYPICAL WALL 6 I �1 UNIT A BELOW �OF� TYPES AND TYPIC, '_ DETAILS. 7.3 1 d (1 11 I i 1 BELOW AT Ftaer FLOOR DATE I I a.Yr---wwwrww• L-----------� -- -. 0 2. REFER TO CIVIL ENGINEERING DRAWINGS I I - - - REVISIONS FOR FINISH FLOOR ELEVATIONS 7•-0• R'-2• 5'-B• 5'-10• 4•-e• 7-3 1/2• 5'-5• I 13'-2" i1 8' T` ii'-!1 1/2" 13'-21/2' - 5'-0' 3'-4' 24'-B` 30'-2" 3 6 7. 7.3 .108 N0. 930? SCALE 1/4"-1' DRAWN BY FRAWS COMPUTER FLE 9302-A2.3 2N0 FLR �_:.` SHEET 2ND FLOOR PLAN A - 2w:3 A2.3 114"- 1'-0" 72ND tiVENIJF 12320 PAST 94-0243 12 OF 035 COPYRIGHT 1994 PAUL FRANCS ARCKTEC" i -. __.r'�. '. .. ., M'.l.Y..n`4L7:i 1'v .'R.., .-.. ... ".•.X91 ..• W 'w w"�l.w _..... .....,,.. ...i..•..._Ti:T:,, r <r '.irfat.•_r r.,.. • Af 7"4'1t�u. i .Ti ru JUL 2 21994 MIDOWIFILMED � � � � � � � � � ► � � � � � � � � I � � � � � � � I � ► � � ' ► 6 Ill ll � li1 116 111116 lillil 6111111 lil1li1 1 1 HAIR- ►. MADE_ IN CHINA IN I , i I R p' 6, EQUAL_ _-- _- _ ---- EQUAL 0.�' A�#'"` 8 5 b 41 n n L SFCH6 TON FQUAL,------------� ----- ---� fUUl.l - _ r OFFSET FLUE TO tSLOPE SLOPE----- o 11 -6 /�I'�� T- i R- OW CENTER WITHIN EA7,4 1 CHASE AS SHOWN 2,^A„ A7 1 A7.i '-------- ---- ---------------------------- --------- 7 r- --1 T------------------------------- -- ------------------------- i--?•--SLOPE :,LUPE CRICKETIr-----------------'1• _. ----------- ----------------------- A 51-0 SLOPE- No 3.__ A7.1 1 •-� ` ; 1 ii ', ' ; r---__-___. ---------------------------------------------------.-_-_-_-../____--_ .- - -------- - ---- A7.3 I 1 11 `. , 111---------- / ••-- - --------• ------------------------ -., 61 11 CRICKET �,►� ;, 1 i LIVING - LIVING BEDROOM " A. `. .. , 1 ATTIC DRAFT _ 1 Q 1 I," LL' _ -•_"-J ; STOP AT PARTY f I 1 \�` ---------- -------------- -------------4. ; ;; WALL TYPICAL `♦ __ 1 ,, , 1 1 1 1 r ' ' ' 1 1 ,♦ ,1 ♦ 1 1 ' , ,�. ; 1 1 1 ` �� ; -, 'rr. ;�--- ----- - --- ----- - - - ---?.�_-_--�v.__--u % ' I `-- --J 1 t 1 1 A7.4 ; ; ; ;-- ; ; UNIT D �i ; 1 � ' OFFSETFLUETO �, ^� 1 1 , 1 , ; CENTER WITHIN r' t j VAULTED CEILING ;i; A VAltTED CEILING , 1 VAULTED CEILING GE CHASE AS SHOWN VAULTED CEILING I e , .9 1 , , 1 , , \ ` ,�' , , ', , 1 , ' 1 , , 1 A7.4 VAULTED CEILING U N I"1'" C 1 . , ' (I Ljr ' ' ,�• Q ; ' ' DINING- ,� ' ' � ' '�, ` i /F40G""'� z...---_-_- may `:::_-••___-- _--_... -- .----4------1 y, 1 , • , \ 1. 1 , ♦ 1 111 1RIQGE 1 11 , „ CL LA. 1DIN N� _.._-1ATTIC DRAFT `' ;- -, 1 a---•------- ----------------------------SIL-- ------------t `'--- , -------- ; --------------- p =--------------- -«.--..-------------------•----- ---------•--� r---------• ' ' STOP AT PARTY ' '1 1 11 WALL TYPICALI I1TC(n�[CCC�'wV1 -KIT HEN -------------�------•----�� , � 1 A7.3 //��, 1 w ATH VAULTED CEILING 1L{` `----- ,-.� A7.1 1! ,% , ' 1 1 1 1 7 ® ' , % ' ' ' 1 4eA 6. 6. 1 CL z 2 ------ ---- - ' 7. WAY =� � o NQ, 2 •, ---� a-----------------------------; A7.2KITCHEN - -; ; , � ' -� 1 z � I 1 1 r ------; - -------- , 6A O Lo w ----D ___�� _ ;.� _ __ ENTRY ; ;---_---_-� --- ' ; _ ' 1-- --- _ % w , Lw --------- , ; 1 1 , 1 a------7 ' -,r 1"--- ------- ,,1 ____--- ------------- ' - ' ' ' ' ' a---- ' ----- -- -• -- - - - -; 1-----•---- ......------ -------= ATTIC DRAFT /Y ',- _a " - STOP AT PARTY --- - - --- - ---- ------ M W ------------ -- ®Q.,. 7 ; ; WALL TYPICAL . -___ ____ __--o A7.2 KITCHEN 1 ; 1 1 I � cy 6.2 ATICDRAFT _ STAIRWAY N0.T1 , , A7.41 1 1 1 'jOPTCAL RIDGE VENT - ; ; ; STOP AT PARTY = La 7 YLLiI f RIDGE _ ATTIC BATH ; ; WALL TYPICAL VAULTED CEILING o OJ. I Y 1 1 1 ' 1 1 1 ' A7.3 IL 6 1 1 A7.4 - �./ 1 , 44"-SLOP , SLOPE pop ,- Y ;-� A7.1 IST FLOOR WALLS o ; ; ROOF VENTS TYPICAL ; -----� 1----------- ----------------------- ------------- ------------- -------- O Q , -J i !•----_••_-__ _� �_-_-_.._..� rt ' 1 „ a--'__-_--- r-------__- ___'� ►-- ------•------ -------•_;'• , 1 r\' O , / 1---------------- -------1 ' - , 1 _ - `�/ w _ 2ND FLOOR WALLS BELOWa__________________________ _.--------- JJJTJSJJSISJ_ y 1 1 a_____ __ ________ ..___-__- _..-_..__---____-__,.-_-., /f-- 1--_...-_-.• a„ 1 • r , rr , ; , ,`. ; i ' j Uj DINING 1 1 ''•, •'� �1 �'`, \ FIBERGLASS.SHINGLE ROOFING ' � � �---------r------------ ------ ' ,. ,�'�� 1 - A6.1 IT C ; ,`. 'I VAULTE�tEIL.ING 1 ♦ ,, .' 1 1 , 1 1. I 1 llSallL..vv�-t '.'� ; •, W I 1 1 r U NiT D Ir Q ; c) IDGE LLj R, J+II VAULTED CENNG BEDROOM VAULTED CEILING 1 3 A7.s OFFSET FLUE TO ; ; ' ; ; ; VAULTED CEILING '- -- 3 A7.4A61 ' CENTER WITHIN CRICKET 1 ' I 1 ; ' ' WING ; ; 1 , TH 1 t ---- -- ------------- Ci ; BUILDING ,• iASEASSHOWN%,% % ;1 „ 1 ; ; ----------- ---- GUTTER - -- , ' VAULTED CEILING r --------- ---------- : 11 -- - ' ROOF 1 1 r - Io •. c� SLOPE TO DOWNSPOUT o ; LIVING PLAN TYPICAL ® -- - ; Q = •- ee ' ` '. OFr SET FLUE TO --y 1'-7 1/2" 3 ' SIM A7.3 CENTER WITHIN 7.1 �' :`v '=------------- -------- - •----- CHASE ASSHOWN' A HOWN DOWNSPOUT --- ----► - --------------------- --- --- ---- --•------_---'----.....................-........,................. ._.---..... .. ; - -- - ---- - ------- --- - C ONNECT TO STORM 2 -01, ; ; ; ; CRICKET - -_ DRAIN-TYPICAL 2 ; _6 , , ;�--SLOPE- ____SLOPP-�-�-�► 1IT 2 &71 11'-6' A7.4 t 9 - 16, A7.3 /- 4--- `. . ------% ' i1 ,; ' Oi 7 A6.1 40 SLOP, LOPE-- -�► A7.1 -- - - -- -- ---- --------------- ---------- ------- ----- - ----- % 40, ; i-u 'A7.3 '------------- '------------' I----------•----------------- ----- I r. A7.1 1 , W ' 2 NOTES: AT.3 _6'} W_ ' 11'-L- A7.4 6 j "* --SLOP SLOPE #- .3 ------------1 SATE MI#YMI t EQUAL - EOUAI_ _ 1. ALL ROOF SLOPES - 7 / 12 PITCH ISIOt�S 2. GUTTERS TO SLOPE 1/16" MINIMUM TOWARDS DOWNSPOUTS. EQUAL FOUAI_ 3. DOWNSPOUTS TO ALIGN.WITH STORM DRAIN HUBS PL --- --- - ---- --- A. DOWNSPOUTS TO CONNECT TO STORM DRAIN SYSTEM 5. PLUMBING VENTS AND EXHAUST VENTS NOT SHOWN 3 6 INSTALL WHERE REQUIRED. 7' 7.3 .JOB NO. 9302 SCALE 1,'d'�1' 6. ATTIC DRAFT STOP REQUIRED BETWEEN ALL DWELLING UNITS DRAWN 6� FRANKS LOCATED IN LINE WIT PARTY WALLS SEPARATING DWELLING �� COMPUTER FILE UNITS. DRAFTSTOPS SHALL BE 1/2" GYP. WALLBOARD, 3/8" 1 93Q2-A ER ROOF PLAN PLYWOOD OR PARTICLE BOARD ADEQUATELY SUPPORTED, OPENINGS IN DRAFT STOP PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING 21 114-11a 1'-O" SHEET DOORS WITH AUTOMATIC LATCHES. 7. EAVE VENTS ARE MI ALLOWED. - 2A 72ND AVEN'JE. 12320 MST 94-024", 13 OF 65 COPYRIGHT 1994 PAUL FRANKS APrXTECT GR rR�;- A,�w f�� Ci ��LME� i I � I � I I IJul JIlI I I � I � I � I I I � I � I I � iJill 1 FIISFR- (.I Ate MADE IN CHINA �N /PAN I AA STAIRWAY GYF'. WALL fit). bra l>R/ ('111 ING N TRIM PAW T� ;A.(M SIDING adovl HOR. TRIM HD, BLI : ' �A,5HV 4 I Uh PAINr WINDOW D, , FAscla 2 54A rFaIM � OF E- �. CONTIt"US RIDGE VENT - 6• 6. 6• 6• f (07310) i ''�� . - 7 / 12 ROOF SLOPE W/ F IBERa A S S � ROOFING SHINGLES !2 r F 71 ---_ Iu - LEE _ _ - - - - T (07460) 12 u 7 -jl 7 i i -, ,-1 5 X GUTTER W/ 2" 3" NQ�-� 2 __ 31 DOWNSPOUT TO STORK SEWER � Q � X12 _ - -- �. 2ND 2ND _�- o - - - '^ � � 1 X 4 CORNEA TRIM BOAF�'; c J INSTALLED OVER SIDING y� _ _ _ b t m ...� (07460) r- V_ _ 21 x ! 'ry � < 1 S T - ! m i ' _ ._- �' WOOD FIBER BEVEL SIDING v - -- - - - _ �' IS - - -�k-- _ _ �, 7/16" X 8" W/ 1-1/TL .HEAOL.AP - - I � - _- — OVER AIR INFILTRATION BABBLED w� � RA N — FIELD PAINTED ED FINISH - ` I _ - _ __ - - --- - tel,- - 1ST - (07 460) cl s� m ~ 2 X 10 HORIZONTAL TRIM BOARD o �' I 3 ; y BSMNT 6 # .- W/ DRIP GADO Q BOTTOM. BACK LL < � EiSMN - _ PRIME PRIOR TO INSTALLATION - - -- - T - - _- -- TOP OF TRIM @ FIN. FLOOR - - BSMN'T - - - (07460) fLO PANTI' .,RNER. TRIM BO. STAIR STRINGERco�oR � 1 ELEVATION A 12 _ - STAIRS NI/ CONC. TREADS, - - VINYL WINDOWS W/ SCREEN. 2 ELEVATION B PAI" TIMBER STRINGERS, STEEL A2.5 .'ti"= ; '- - ccPO D1T ca_op STEEL RAILINGS OVER SIDING.�NSTDALL SEALANT 0•� �oAHDR. TRIM @D. s HANDRAILS A2.5 i/8"= v-0" BETWEEN WINDOW FRAME AND z CPA LANDING BEAM, - STEEL GUARDRAILINGSIDING PRi iH 74 INSTALLATION OF OAJ SIDING BELOW EXHAUST DUCT WALL JOISTS 6 EXPOSED 42" HIGH 1 X 4 TRIM, Z CAPS-PAINTED FINISH Tp DECK SHEATHING O r^ HDR. THIM.BD, MATCH HDR. TRIM BOARD. S V� ""�' EXTERIOR PAINTED FINISH OVER rG 0 LOCATE MIN. 3 IM FROM cocoa APARTMENT ENTRY INTUMESCENT TYPE FIRE RETARDANT �+ W DOORS WINDOW OPENINGS TYF. PRIME COAT ON l31 WALLS OF EACH � �. STAIRWAY-TYPICAL (09900) p .� 6.2 c Huj- Q 12 � :1.J 0 Z W �.. 3 = - - - 12 - - - -- - ti -_ Z ' _----_-- � ❑ Ufa � -_ - _ _ H V � 12 12 _ _ U2ND Lj< 7 7 - -� 7 °° a 12 - _ - -- ND OD 0 -- CD -ter - � S T - - _ -- - - - - - - i S T TYPICAL, EE 30 I II x Qt I \ _ — 3 16 LDIIVG� - f �. esMNT - _ � ELEVA o I0 8SMNT---$ - _ — _ _ 3A ',06SMNT PAINT 4 ELEVATION D rro�oR STEEL RAILINGS --- --- STEEL GUARDRAILING �--�- 42" HIGH A2.5 i 8-== i '- o' 3 ENATION C ,p;2-,T LANDING BEAM, — J A2. i/81,= v-0- ca�oR JOISTS ED SHE/'.THING ELEVATION A CATE MAY 13. 199A REVISIONS -. . . . . JUNE 30, 1994 GROUND Hood eaaairio ooA: Ut4T TYPE A U14T TYPE 0 ' ELEVATION 0 ELEVATION B :sAaMID� : eRtxmo ooa: JOB NO. 9302 :L*V TYPE a UNIT TYPE A SCALE 1/8"•: DRAWN BY HOFF COMPUTER FILE + - 9302-A2.5 BLDG EIEV SMEET 72ND A✓E"4Uf 52320 ELEVATION C A - 2.5 MST qI`4 0243 " OF 55 BLDG. ELEVATION DIAGRAM JUL 2 21994 MicnGFILMED 1 1 1 4MADE IN CHINA IN 1i6l 1 11 1 1 1 I , ( 6 ) CODF- � I I f i OF-31 I4 LUAUS /a+ , I I C�EAG LG�aG - t•5 RE;, �PEG } �� I , SNOW 1_04G - 25 pSr s'' Y -!Its It_.OGAaG _ 4f GGG PP-51P-51=gPFG" p TNPiC4L GROUND W_COR �,,9•rr'•''`S- v E:.S Nlhp G I SBC a4-,5kz "� spr_ff bid •ro... !61vG .P aS-'-'1 _ ,. 3r...C.B-c.:.ti-GP:.DE wI 3E1gty++.G - J8G �!JhE 3 '^ n i 4s I So,- BE L P'-,v _ l 5GC P.9F PF-P I iP�..AGE QVEA b" Mlh GCMt�r+C:TED � �) r \.J � L ( I I ( I I C�PAI`+UC. •P F t�.l. PaP SlD1�S FPOpT 58 e I CONGRE"E I ^ 1 -_. = ' f 1 REPEPEN� /' v,r T,r r � �_ ._._.__ __.._--..__ _ -- -- ------ ..E SvE.. ..�. .jh - L.C' ?•�.�' v...:.�" ti'':>< PER L$'►� :Sa G 1��, �,:r '•IC (�. J i 2 -r PEN - �M .:EMENT e__C;N 'ENS 5's c PER -1 r .� ... . _.. __ G LPPi7O I II I I � I t 1 �) :. �OC��GS �~',�T�raGp '3�L6S 2.5G0 P3' z 28 ►" I __S -- 3 OGG PS' 0 8 Co4YS C FI-EP'OR - ' e�.P 4.G- &_A-Ba - 3 F �, PS 7A - I 3 PE+ CP!"NG s<•3e''' "5, GpG^.F42 .t.P P ,c..^ _j 1 1_ I I _LP CF 36 BAF �'L�/ETEDg S -•QJ ir. i _� *+ h , I I? L - _ - I BC--a .� �-- � — -� �; �Nc�c Bim_ - .-s- ..�o r _ _ _ _ -_ __ _ _ E\PLNsoNJ yc� Y e�Se _ P�p�.ao_Ts , I 1 I , I I _ _1-- I.... -_ — --_ _. — '-� I .g1 p E„yF C G/Ep - �. cx . C /- s•T - r•,. .r' G_....tiS ."'':.ESS r-• ✓^' .NEG ^'.._ .1 + �_...NS I I I I I L.. c^✓C .. G r.GhGRETE p;.4,CEG LG L'' 5T E.:P^-» - 3' =CI;VE: CCONCPETE LGL'h.S" ESO . - 2' I I I I I I I i I I I I ; C 5`LBS-GN-GR LGE - GEI''"'EP_'NE I I { I I I I I I I I 6. Fln,i5�+ - PEP SPEC I I l SNIT f� LINI7 B I I I I PEFE0ENCS ST.:`t�j r=[?✓ L'•SC 5PFr,c C� ►,� .ti F� Ci T., �' r J + ( ( I I I I I I I EREC-"ION GF STOuG^uRL_ S-EE-_ BOO I I I I I I 2. yL"ERtH,_S - S PES LNG Psi;_'-=S - �S'y•.-36 I ( I I I i - 1 3. NE"DING - BY CERT'ctEG ,+vE_:.EOS PEO ^S SPEC'c'C.:-' N5 5-OF C^. SCF E` "E v. 'ti- /Ea 1'�C c C pp vFL ,_,ac_Y occ { I I J 4. 1 I ( I 1 I I /l+h�P G,C .,t?=G S pE ✓' I'VE "C v C" r^p Cr-c By '-Ec { I I j I I I I 6 SuB'y "� 3 - Sr+UP P M v�'tiGS GOv'ES 'Ln � - I I ( � ` rr- REFEp.E"'CE I I I I I I Ll I I 2. _,-"ER - fi �OG `CN-cam- OEG Svc• = - - �9cG � an um t I I I I I I I I - ------ • I GRLDES LS FC_._:.n5 L _. _ .a L� I -� f �� A. POSTS �^,: �vE:-'r'S 6\ I f I I I •g I , I I P _ I r I c � ..'�j & c c ERS ;�F Nr�^; Cc A,__...cG . a - I _ I � S - G OOGC��- _ J I I I I ST � 3T .- Gp BE_-_FP r I I C'� I I 3. 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[tom SECTION-2516 :-�✓ = 'r Y"r'y„"i -:,l_!-NG PEO -?_c r . ^ 8. ^.RY!hG PRIOR TG -NS' ._. ;.N .^.F GYPS-v 8,, ^" ,..P .25-- 7 I , T g �12� MCISTL,RE in L_J 5 2g ❑ 2" P ' _ ' I '- _ _ _ -- - - - - - - - - - - - --- - - - - -- - LJ --- ---I J , - -- U f I L - -__JB,'._._._ I I i i -- - - - - - - - - - - - - - - - - .�. I - .. -_t • - • I ± - _J I I I I I I f I vEp •'G. .-.' ,. I i I - I I _ 'B J 5r- S- '2 , . '2 5`21 BUILDING BASEMENT/ I I CCP UMT B FOUNDATION i I 1 I I T I UNIT A I I PLAN ( I ( ! J I I I ( - I I I Ikill) F7G. �CHEEDUI E - - _ 1 _ l - _ LL- - - - - - - -j u I _ �I r -� -i J I SA I 1 DATE MAS 11, 'y�4 I I I I I REvISIONS I - I ,/694 Pt,tr C3-- _j :N- I I I s^ o I - __ 1 1 L J `'��0' �� OTM +s° 19'-1�• I I j - - DRAAN 8Y .OM ! P -5' L. 3' g" 9'-6" 3' 6 +� 8"z" ° e'-a' �OMPu TER �..E f R 23� 4 �[ A "3. 1 72ND AVENUE. ?.320 ��•J I I E N 7 / F 0 L NN 14 T I 0 N P L, 4 i f MST 94-0243 15O _ a NC-cs a.PP`Y 3_. -"E Sr.y TYCF JUL 221994 MICHORLMED"' IIIIIII VIII I VIII ! IIIIIII V III I 11111 111111 111111 1 11111 11111111 i11 IIIIIII 1 FlliFk- GLMIS 4MADE IN CHINA IN I 16111 1 i (3� �6 r ' w '� to 4\8 PT 2\8 sp'4CED 8t.4 i l) v; ) SoNwOOD' DECK' C;;ham 9 -.4 CONLEE E►4GINEEPS, IAC GYP CRETE OYEa go' GVuED I F TOG PLY Ow OSB w., 8D 9,1 — �C null �s oR no 12 G \z' ,,. _ . . • STAPLES v 8" O.C. EDGES @NG -..._._ ._ 12' O.G. F1F�—G 4 t I I LJIVIT A �� f � l.11v'I? 13 . millX I+ - •-..-. _. 4L PFO '✓ S'' ' u s. l.) Ia 00 u 00 00 (CL LAwJ - 7 N r — 'o"5' 2 — — —._._/� Lu u jou i �' Z 00 n z r� moW V 4X12 _ ------� Je It) i Lv Cl rlo f l � p OIU ` no � -n I � I I k'• !p I� ` Q� Li of ,> W f — -5 AIP L �.^tplrvG Q �~.. r -AMING EP aCN u _-\- - - CD _ r) 00 N� t ri 5^ rqf� p BUILDING FIRST FLOOR UNIT L UNIT � � FRAMING w, ; r PLAN r ~, I F, — _. . GGE Y (� r �l rr- :ONT ,s.._ �� - - ''\ ('_--'—, P•T \8 _. ._ - 4X'12 . � DATE MAY 11, O.G t P,T \j� REVISIONS 7/6/94 �M CONN a08 NO, 9302 I SCALE NOTE: I 8'-a` 2�,_2, F DRAWN BY ,JCW F'1E FI4123S. - - C4J 5 6 72M0 A 4ENUF- 12320 1 T I A- 3.2 MST 94-'J243 I I ,� � L_ 1F,OF 55 ••�. JN'—,S OP THE —t4VE TYPE uUL �, ,, 1994 1 MICROFILMED II � � III ► � I � I t JrI � � � ► ; I � IiI � III � I I III � I I Ii � � � � I � � � I I I , I � I � � II � I ; I I I � I , � I MADE IN CHINA IN f q r - I1 • �/yr / V r . _7 _ � LEE TYP1�f laI�QQR_ QCtTRT►4Ly A6.1 A6.1 E.NGlNEEA�, shC. W GYP CRETE OYER ee' GL_UED T&G Pt_Y Op G38 W11 8D PING ' SHANK M,alS_ OR f`IG 12 Gµ, \2' _____. -------_— _._.._._.___ ,• ,�,__ ,. -- • •_ l I C ` , -4X12 4x 12 ------- O C STAPLES a 6' EDGES .9 1 12' 0.C., FIF__C) I 1_ 6\ D 6\10 ! 10 II I I Nf r U 4DHGSA �rG�GOw'n REQ '10/91.1 I- f 00 00' t ! -.:" 0 0 xi I ! 1 H01-DO n/'1 PEP 1!3/91.1. $C/&l.? �le r _ C ® ! I HO OR 12/51.2 I -- -- ---� Li I x' 8NEAR 'a/Ai.L. PEP. SCHav 1 � N SHT, S'+.1 ca �J Lu i I zn LD u I N2 o--- ! 0 � c.7 m ! I! ! 8H I 7B 1 I N crA \.� � i �, '4 L J.! STAIR. ✓g LANDING C FR_A,MING PER ARCH � A6.1 G 4\12 "- LD i W L_ 00 L� I � ip i �8A ii co L > N Z � cu .J j I I I L C� — v I U 511, 00 II 00 � � I ! ' r I ♦,r, I UU I N� oe I 18 46 1 2A -_ ` 1. 1. 1 ( S1. \c.;/ 0 0 1, ir cU _- c BLI'LDING °° SECOND FLR ® Q6 A6.1 FRAMING f 6X10 6x10 PLAN 1 4X•1 4X12 4X1.2 I -- -_- 4 2 ` 1 _ L __ _ J 4\12 . 1 S1. GATE AIRY 11, 1994 REVISIONS J08 NO. a v: SCALE NOTED DRAM B't 104 r�'r✓" 1 3'-6' 21'-2' 12 - 8" q' _' COMPU TER FILE FR�:, • 3 O t� ECOi� ....� F1...._ O0R FR A, vlING P1..... �, N A-3.3 ?2N0 43 � T DET! '.._ GUTS ✓f NOTES APPLY TO �jF g5 l N'T5 QF THE S,+aME TYPE YM .i JUL F; 1994 MWnw"FILMED" IIIIIII ( Il + ! IIT lII + IIIIIIlII III ( 1 VIII I ; 1111 ( Jill I IIIIIII ' I VIII IIIIIIiI 1 Ft1iF t- (•[At,5 II41MADE IN CHINA IN 1 1 1 I I . _ y FT 7 s 4, A6 I A6.1 l 0 , (jCONLEE v �� " ^ ' ENGNEERS, ►NC. 4�1 IYP1�A1 .1?,QQ aHeATH1hG w j. _ �1' PLs w/ e Y OR © Q -- - ---- _ _ r r ._, .. W 6' O.C. EDGES EE t �_. - . D) 12' O.C. FIELD I ` I HUC HNGR TCS I I DBI_ STUDpi - - - . 4X 12 „ Ga I 1� II aolu i - ----- --- ----- -- SOF= C ..SS br._ a WALLS Sim OF a3RU55 lip PR , I F.Ab 4, cy Hp NOSa HOL-DOWh PER zD�3�.� " o HOLDO^/"y PEp, OR 12,S1.2 I - - - — -- — - SHIr. SIAL PER SG ED � so-EAP tiA�. v r~ i I _ co U Dim- 14 - i ROOF "t1JSS VAULTED AREAS fill cy 111ir4 Lu f _A`8_ 4'G. ®�L Q PFS F 8 NLo .l f1r ❑ -------------------- u -� F�-- 1 IT I uno — — fl EFA$ FILIrE ul cq z _ I 1 W � .c— d' O.G 24 •c u�j '' ty I I I - - - �t - PEF RO, F TR SES __ I ¢ tau 2A DIM F ® z Ot ly -w4 ------ ;pe -- N Q K w F TR sus f 1\ 3 ) Q� A6 1 1 BUILDING rrROOF FRAMING r _r, I I -- I PLAN , �K 4X12 — --- - - - '-� L — - 4X z - . _ . _ _ . --- 4X12 _ 4X12 � I � I 4\ ' A6.1 J FF r 1• HUC HI`IGR. TQ / ,n,, 0SL. STUD :J / V yf 1 S1, S1. JOB NO 930, SCALE MOTEV DRAM BY j" COMPUTER F .E FRA23S< 1 �d 1 5 C6� sr+EET 7'N AVENUE. 12320 I `'•• PLAN 3 1 G ►,� r 94-0243c r� tq r_)F 55 / �E? �..lu r.. `S 61 j ,"-F.5 APPI.._r TQ SCo4LF_ 1 4. OF THE SAME Tr'PE .. .. ,....... ......ir'fxtM• n .-.2 ... .. .w..y, - .r♦a x.y.r,.sy 31.x:l'r.:a. ..;:ier JUL 2 2 1994 M1CFILMED IIIIIII VIII I VIII I Illllli I � III I VIII I VIII I I � III I hill I VI ' I ' I I IllII 1 FII R- c%[nss I 41 MADE IN CHINA IN i i .�... ',_-. ---..___-_---_.r•..r.rrr....r .rr ........... J, Ell DARUA FCrPTAa.IE. 15 AMPERE 1 // ------------------------------- -- C3 �1. r x�,�f� 15' HT AEI,\"E FINISH rZ00R TO THE BOTTOM CIF r-•--r.•.•.••.......................... ........... .......... ; "" r 0 Tl•f REC£PTACI-.E . EXCEPT WHERE INDICATED OTHERWISE ' �•. ; �° ,•' '' / HEl.1..E A* DIUFLEX RE-LLPTACLE, 15 AMPE)* _ �`. - ; , ' (Pw A*ysa,4 ToK S 2 TOP 9. 2 SWlTCNED, 15" H. ABOVE FINISH FLOtlR TO THE _ ------------------------•' •'' ,•'' ria BOTTOM Of THE RECEPTACLE, EXCEPT WHERE INDICATED — 1 OTAWtBE ; ,�`. OF ° PATIO ' ' ,•' ,• ' DUPLEX RECEPTACLE GROUND FALLT CIRCUIT-INTERRUPTER, ------ — 15 AMPERE, 15" H1 ABOVE FINISH FLOOR TO THE BOTTOM OF ....••.r---.r....r.....................,_...._ a ; ; T?# RECEP T.ACLE . EXCEPT WHERE INOICATED OTHERWISE art DUPLEX RECEPTACLE GROUND FAULT CIRCUIT-INTERRUPTER, I ,r WEA 1'FERbyA00f' COVER ; ; ' PATIO 15 AMPEr1E, 15" HT. ABOVE FINISH FLOOR TO THE BOTTOM OF THE RE L'IF TACLE., EXCEPT WHERE INIDICA IED OTHERWISE Ilk _..._ ................................ A -� FLUOW.SUNT LIGHT FIXTURE Tr , LETTER DES.:GNATES FIXTURE TYPE ---- - I " 1 1 I i A RECESSED INCANDESCENT LIGHT FIXTt1AE BEDROOM , A-------- - LETTER DESIGNATES FIXTURE TYPE I t L ; 1 I LIVING A 0`` SURFACE MOUNT INCANOECENT SIGHT FIXTURE ' I ' I� IIING LETTER DESIGNATES FIXTURE TYPE L_. �_ 1 - �.F.. lSLT� I'c , UNIT A 1 1 1 - WALL MOUNTING HEIGHT TO CENTER OF OUTLET BOX AS INDICATED ,I O ' BEDROOM ------...... 1 I I HANDICAP ACCESSIBLE MASTER SPECIAL RECEPTACLE AS NOTED ; �.t•f- ��; 11 48' HT. TO CENTER OF RECEPTACLE UNLESS 014ERWISED I 1 1 BEDROOM p... 1 I I ' •-..._-....-_...--f J INDICATED � � ► � I � ._"�. T �� ,'' , I 1 " SINGLE POLE SWITCH 48" HT. TO CENTER OF SWITCH UNLESS OTHERWISED •}--------------- r 1 --•.-- 1 INDICATED Z .Q ►` r 1 3-WAY SWITCH. I ��2 _ , ENTRY 1 11 y� 48" H.T. Q._C.Ehjj rR QE SWTIC INDICATED tl - -- UNIT B • ` 0.. U 9 -iii- 4-WAY SWITCH I j I ; 48 HT. TO CENTER OF SWITCH UNLESS OTHERWISED ' • -- --- --- HANDICAP ACCESSIBLE ' 1 INDICATED .............................. � - - -- - - 1 1 DIM DIMMER SWITCH -iR- 48' HT. TO CENTER OF SNITCH UNLESS 01'HERWISED - INDICATED ---------------- _,,TIMER ---------•- - ' TIMER TIMER SWITCH, MANUAL OPERATION, 120 VOLT_. L � ` 1i t \ �I - STAIRWAY N0..2 ENTRY DINING al ' 48" HT. TO CENTER OF SWITCH UNLESS OTHERWISED BATH INDICATED �IH BATH SUCHEN -�' TO HOUSE PANEL I • Z TIMER v TELEPHONE JACK, 15" H. 15" HT. ABOVE FINISH FLOOR � 6 A it r ,, TO THE BOTTOM OF THE OUTLET, EXCEPT' WHERE OTHERWISE INDICATED A -- - 1 ----- -- _ ._._ _ �I Z r TO HOUSE PANELlip o TV CABLE TELEVISION OUTLET, 15" HT. . ABOVE FINISH FLOOR • 7 o - - - - -+ !I W W t�- -- •- - - - O TO THE BOTT M 6 TIMER J �' �' - - - - 0 OF THE-OUTLET c _ _ _ - \_ t- --------------------------------- 40 ----------------------------------- a@ 120 , •240V CLOTHES CRYER RECEPTACLE '°,. �- _ _ _ _ _ _ _ _ , ` J ATOIT HOUSE PANEL 17�I + -- 1 - WAT61 i DRYER 1 •44 •4M +44• ' IiAT* i o 30 �: mum 11P 4�- 6 TIMER Q '•. ,enc z' �! .__ma___ ,� D � 1 " I I I A JUNCTION BOX CONNECTION TO EQUIPMENT ; ; •4! -- ; •4e' �� I .� Q ii �z% PANELf; o z BATH. FAAFM=HM ' A TO HOUSE PANEL STAIRWAY NO, I _1 R-- CC W ` �p W�-011r1T 6 TIMER _=� I UNDER.CABINET TASK FLUORESCENT LT. FIXTURE ° / -- �.% �B B ATH "-"=�' W O ` e 0 Z ' C ; ►� I �'�" ,•' _ -_ CLOTHES DRYER EXHAUST DUCT_ O 1 � WANII ` . 1 r 26 GA. GALV. SHEET METAL DUCT O • / '' f , F SMOKE DETECTOR, 120V, W./ BATTERY BACKUP, CEILING MOUNTED � ; 1� mum / � � 1�-- (^:,�� - ', A� 'ENTR wu+rplorotrtt\ � �.-�"l:. ,�,w T ,� +. �_ ,,--- 4• SIZE AS SHOWN IN DETAIL � SOD W�iE SMOKE_ DETECTORS TOGETHER IN EA. DWELLING UNIT. SUCH ; - - - u1c T __ _ _• Reo ^�' L n 4/ A4.2 Q )4 THAT AN ALARM SHALL SOUND IN ALL SLEEPING AREAS. ; ��, JI �. W t, (�Jltn/ - T - - _QLLQ Dim BRANCH PANEL BOARD, FLGSH MOUNTED, 60" TO TOP OF PANEL ; _ ,-- "%7•-t SD SD ------ �� - - - --- �— -- - A1/ +( �! �* O .SEC. CONNECT TO METER CENTER ; ; .� - 4. orrol ' P A NEL -___ .-', •', . -- I B �/,( •'" f ------------ f , _.._. . ___ -------- - L --.-- , ►- __._ - ----------- -- 1 / , �, ; ---------------- 4. 1 FANF0IKXDHTR ;. +7t- 8 SD , , ; +44• SD T Y8 t _ - l-.� _- 7.AoRAMATIC ELECTRICAL CIRCUIT '�� ,, L + . , HEA TO 1000 ; 1 . 1000 W OFX-101 / ' � .��- an ANnNG LEGEND ' } OTV OSAMMAM ,4r \ ' -- 1 1 1 4. PANEL BATHROOM AND LAUNDRY ENVIRONMENTAL EXHAUST DUCT �' '4 ; I 3•' DIA. FLEXIBLE ALUM. DUCT ; ,•'� ; ' UNIT B ,,,," 1' '' ', � ', FAN r'7K,T,D HTR, ' 1000 W IM-101 FCONNECT TO WALL MOUNTEfJ EXHAUST F! N, I •' � '� '' � ' HANDICAP ACCESSIBLE I i/2 ; LETTER DESIGNATES FIXTURE TYPE r---------------� --'' AM STEF� 2.-'-' qw��T. , ; i BUILDING INSTALL DUCT IN S1UD CAVITY, FIRESiOP AROUND DUCT 1/2 �'�, _ BUILDING AT PENETRATION OF EACH FLOOR AND TOP PLATE LIVING ; BEDROCr11 @ECIflML 1/2 DIVING +404M brl j ELECTRICAL DO NOT CONNECT WITH ANY OTHER DUCT ,;/ j ; TV ; I BEDROOM ; I 1 OTV TERMINATE AT EXTERIOR ROOF CAP & BACKDRAFT `= ---f1 f i i\ 1/2 I © +,14� ' & DAMPER, BROAN MODEL NO. 636 OR EQUAL WAIMM) � �' 1 ' ' MUTM7° UNIT A ' � '� �. ' NLATOI lOOO W N[AT/1700 W �i t�ATB1700 w i' +� KITCHI�1 ' � : VENTILATION INSULATE DUCTWORK IN UNHEATED SPACES R-4 ■1,,,I,,•' 1 ` j{ M►-1eoo I �nr-neo ;' F OW-780 HANDIC*P ACCESSIBLE 1 1 ; BASEMENT EXHAUST FAN HEIGHT AS INDICATED TO BOTTOM :___--_ __.,- OF FAN ENCLOSURE `- SAINCAM K _._...__.....___ _____�_ ________.____-___... - � Hu►re�neo w � ' I-L F N ray-neo eAIMAM CLOTHES DRYER EXHAUST DUCT arc E,' ; f ; MATOIIWO w ; PLAN 26 GA. GALV. SHEET METAL DUCT '�0� - - _y - SIZE AS SHOWN IN DETAIL I _ - , , _._ ___,_.__.�_+_ , 1 PAPA l IOIO 1 ____ r.. __ , BASED ON ENGINEERED DRYER VE1JT EQUIVALENT TO W!• Np E K U.M.C. SECTION 1903, BUILDING STANDARDS / JAN. -FEB. .._._ 1 `-------------- Vic ALL 1991; CODE APPLICATIONS AND INTERPRETATIONS j owH 1 - JOIST SPACE . LINE JOISTS SPACE W/ 5/8" • 1 DATE IMY x13 •04 INSTALL DUCT HORIZON;ALLY IN FLOOR/CEILING5/B" ' '� ' ' ' ' 1 ,' ,' •r•------------�•---------� — PATIO � °• ; TYPE X GYP. WALLBOARD PER DETAIL 3/ A4.1 1 , RE`'ISIONS TERMINATE AT EXTERIOR WALL CAP & BACKORAFT DAMPER, BROAN ,HODEL NO. 642 nR EQUAL ' ' ,•' ,' °•° ' ...._...---------------•-_---..__.........._....................... , 1 �!------------ -- -------^----- - •', ,` Et ECTR JI NFeTINr� �r 'tuin1GAL N1 41; 1 • ° 1 1. SEE SPECIFICATION SECTION 16550 LIGHTING FIXTURE SCHEDULE +=................--------------r------•_..-- .----.............=A LINE VOLTAGE THERMOSTAT FOR FIXTURE TYPES. SCALE 1 4*-! '48" HT. TO CENTER OF SWITCH UNLESS OTFIERWISED ,SOB N0. 302 INDICATED 2. VERIFY SPECIFIC REQUIREMENTS FOR ELECTRICAL-CONNECTION OF vRA��N B� F�aa.ti►cti MECHAr!Ii;AL EQUIPMENT AND FIXTURES, COMPUTER F1E 9302-4.1 BASMENT E-EC BASEBOARD ELECTRIC ZONE HEATER 1INSTALL FOAM GASKETS AT ALL RECEPTACLE AND SHEE' 240 VOLT, CADET TRIM RAY, MODEL AS INDICATED SWITCH COVER PLATED LOCATED IN EXTERIOR WAI.LS. MOUNT 2" ABOVE FINISH FLOOR A - 4al 4.FIRE STOP ALL PENEEL TATIONS OF TOP AND BOTTOM PLATES EO'T°RIOAL & VE(YTLATION 1 FAN FORCFII ELECTRIC ZONE FEA."MENT FLOOR PLAN ATER _�� _ L 240 VOLT, CADET COM-PAK, MODEL AS INDICATED A4.1 1/4"s 1'-0" COPYRIGHT 1s9. MOUNT 9" ABOVE FINISH FLOOR TO BOTTOM OF HEATER PAUL FRANKS ARCHITECT 721,4C, A IFNIJE 12320 'A `j243 h c1.r^Y ikihdMMMIFr r r JUL21 McHHAnv% WFILMED I � I � Ii I � I � I I I � I � I I I � I � I � I I � I � I111111 111111 111111 111111 11111111JI � I 1111111 FR 1 F1A - GtAW 4MADE IN CHINA IN 161 11 1 i T. 42" HIGH WALL W/ 12' wluE COIWTERTOP\ 1 4" X 3, 4' SCRIBE AT WALL. \ ELEC. RECLPTACLE l SACK SPLASHtp r ElEli� CUT BACKSPAS&, ofAO�N67to !2' 8 AFiOI.►TJD BOX _ nCr� CF �iia�11 FLAT "OP PLATE W, PLATE ON EDGC NOTCH STUDS S _-Q KITCHEN PASS—THRU WALL � 1 6 ELECTRICAL RECEPTACLE 4. n iiULDROOH i ! I LIVING " " E\TERIOR WALL �'�"�"` KITCHENS ( LIVING o _ o UNIT A �!i ; MASTER �? is 2 \ 10 HORIZONTAL TRIM--,� s I (D 10 BOARD, REFER TO DETAIL \� L f-1 BEDROOM 21 A7 5 DUCT IN JOIST SPACE r I it LINED W/ 5/8".TYPE ii W Z K X GYP. WALBOARD f WALL CAP SET IN. BE.) OF SEALANT.TO I �: —1 li r --• a 31 rn PREVENT WATER Lu131�.v l \ -------- -__--•-; Z X s o PENETRATION CAULK AROUND DUCT ` _ _ -.. _ „ - PENETRATION TO PREVENT �'� -=?� --------- t'----- ---- Ln ' ^ > g AIR INFILTRATION j ' �� ; I UNIT B �'� o -i OD EXHAUST DUCT --- -=--- L._ .-_ WALL �- 2 CAF' �----,— � _ --�--- -====-• �, __ . .. _.fi .�. _._.__.�._.� _. 4.2 UP 1-HOUR FIRE RATED FLOOR/—, I 5JAIRWAY ENTRY CEIUNG ASSEMBLY I I '�0' BATH , TO HOUSE QINING _ . PAN BATH BATH ' ~" 6r•JfIMER I " y cn I FLOOR JOIST 5/8" TYPE X GYP. WALLBD - - - f14V - \, WArep r -- ---— _ -- I ( MA'M LINING TOP AND SIDES OF / � - - ,fj I WATT to I I r' ' I wc;!�• HEATM y Q D EXHAUST DUCT JOIST SPACE. 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' •, HDW 1/2 i/2 �' �M2 ' UN IT tl� J_�� n�ISAO' L i BUILDING 4• WALL CAP w ---- { BEDROOM BAU(DRAtT DAMPER �., BEDROOM , ; , ; 1/2 .,.-� T�� ROOL . LIVING beH . J I FIRST •�►�� ; ,• ; CTV 4"M HGTlJI f000 �; � ; ; I 11AsoAM 1 4FdON '. NERVI00dW ;; �Op W ; KITCHEN & ��Oo ', 100 , a VENTILATION CLOTHES DRYER EACH _ -- .___ '' .�_ _ K .____ �AasoAlao 1 1 . �aAiaoA,o FLOOR a DUCT SCHEMATIC HEATIN Boo W , MEATOI,000 W b4.2 E ; aruluw .tF•aoo � � `, .4F-s0oo P� ENGINEERED DRYER VENT EQUIVALENT ; TO U.M.C. SEC':'ON 1903 *•o' ~� ; REFER TO BUILDING STANDARDS / JAN.-FEB. 1991 CODE APPLICATIONS 6 INTERPRETATIONS �K E K CALCULATIONS PER ----- -__� _ - j I^ � CALCULATION SHEET FOR �� NO. .4 { �J °'A., ISTORAG DECK ;-a :S:ONS JOB NO. 9302 SCALE ' 4"-1' DRAWN B1 FRANKS COMPUTER FLE 9302-A4.2 IST FLOW E1.EC SHEET ELECTR ICAL. & VENTILATION A - 4.2 ,,2ND AVENUE. 2320 PLAN NIST 94-0243 1 FIRST �� 20 7F 85 A4. 1;'4"= 1'-0" COPYRIGHT 1994 PAUL FRANKS ARCF0,ECT i4,4 Y I 1 I �I A' iMi:arroM .. uh Jul- 2' 21994 M11CFaWnFILMED 111I11l111111 I VIII 11111111 11III 6 11III 6 11III I V III 111111 11111111 II1111111 4MADE IN CHINA IN 1611111 1 i , r V �1 _..--------- ......_�_: _::__::: Yf ETON 1 , OF1 , 1 , 1 , 1 , ---------------- ----------------------------1 r i._. — �....-- -- .................. I LIVING ` 1 1 1 1 BAA LIVING BEDROOM TH ., BEDROOM UNIT D r� r ♦ , , 1 .' ♦' .yUNIT`C x ✓r 1 ♦♦ ` r' ' ' 53 r'J ' '', ♦♦ '` ' � ' ` ` • 1 �i-.................t ICI OJ --------------- 17 z DINING Lx ------------ -- ENTRY t TO HOUSE PANEL i .--------- jr— KITCHEN i DN 6 TIMER i -}------{� -'--------^ - _ � +•o• _ ___--�_ � fi-.--- _ _ � .'; r-..__.. C_ ► BATH _ cn ; STAIRWAY.�y0, 2 _ KITCHEN z„ o ` J LAJ - r di C 1LLJ ►-- - aye• ... �� ”, - ---------------- �- 1 _ B 0' 1 - -- - - - ENTRY _ o L� f Q 1 4" DIA. CLOTHES DRYER EXHAUST DUCT- ENTRY --- F � KITCHEN, cy 26 GA. GALV. SHEET METAL DUCT ._Ieaocr� -_ --- -- - ___ _:, TAI�.WA; NO TO ROOF CAP WITH BACK DRAFT DAMPER , p„ arc aFtic TO HOUSE PAS L FAX F01Im MTIL - - - Fs- -- , _ 4_ 6 TIMER - -- , i U 100 W 00F7�OIZIT ♦7 MO- =.9 W SASMONO CL + �, -' �aF-7ao - _-. -�J ~ B c '' A I 26 GA G�, YEH EXHAUST DUCT z O ATTIC ��7eo OTHZ r- ____ r V. SHEET METAL DUCT W f `f ------ - - _',-� .� 4 SIZE A9 SHOWN IN DETAIL > /y KITC 4/ /` 1 ,♦rl 11 \ /i••� S , .,• ENTRY ' 1 ./ ---------- A7 -_ '=--- t ` ,♦ ` ' 4 - Ire z 01 J + - - - - / ! - - .._. -_•.... SD ----_�-----_ ------' -_ i VJMOAFO --------------- ; T ^ ELEG ` �', 1�T1J1700w �'1 �. , +� ; ;`t�Y \'_-- -- BASOK�w L^ r w!, j PANEL, 700 + ___•,( raF-leo - --- ---------- " 1 %,C , 11��V I�', -,I�#N-t=` - T L ELEC. -Pt?EL ' SO ,- PEDROOM 4 1 1 1, 2 ; 1 CTV � U N 1T',f) •�" � 1/2 BEDROOM BUILDING rl _ FAN F01ilD M ; �V 1 ICAL 1 �- isow0- -mlT ATTIC i r ' r r PIAL LIVING ,,' .�-ar>c ' oAOOAM Lt1AlJ /� �ry 1 WATM 7eow IeATa stoop w , ,�. V G N 1 1 N G #W7eo ' 044000 2r +7r , BAIti I ----------------------------T---------------- ---- - - -------- ------ - 1 2ND FLOOR PLAN nic HEATM i000.p '� ' 04F-l000 1 1 ._......... ---------------t..__________________----------� -------------_ 1 ----------- i I , 1 1 1 , 1 1 1 1 1 1 , 1 , 1 , 1 , , a� :S;ONS JOB NO. 9302 SCALE 1/4"-S DRAWN B� FRANKS COMPUTER FILE 9302--A4 3 2ND FLR ELEC . ELECTRICAL. & VENTING SHEET 1 2ND FLOOR � A - 43 A4.3 1/41._ 1,_01, 72ND AVENUE. 12320 ' MST 94.0243 COPYRIGHT 1994 21 OF 65 PAUL FRANKS ARCKTECT 1 1' .M ayu1 .N w igwP IM1 04idom y1y� JUL " 2 1994 M I c FILMED IlIIIII � , � , � � , � , � IIIIiII 11111 IIIA 11111 IIIA 11111 1111111Jill IIIIIII ' 1 FIIWX- (3-k%N 4MADF- IN CHINA IN 161 11 1 1i 412, . . M, �. D '1'i, f.F• 'q . iyY� IZ VVVV"�� r� �1 � AA 41 N wAr:► OF a 4 z o x SWIMMING POOL DECK Z z C Q p • r1 i 11. g i PAiQ _- - - --------------------- ----------------------------------- ---- ---- - A TO HOUSE PANEL , ' Z & TIMER ------ - i ! ' � O O W Lu rr . Lo Q cy A CC i II I -- W Z IIIAN30 io 4'-10" 6'-1" 4'-10..Go O +M• FitJ1TEl1'do W faTir m 3 �I I .�tf-neo � - � T WOMEN �r F > r - ' LOUNGE I l - N N N i o +72 POOL Er UIP ,� ru�w +44' +!W i ♦42' \` I clu 0 n 'o0L rL'1 TeR a ,' , ~C _ , °hmSI .A4• ELEC. WAT31%w r \ PANEL VIIIIIITF�w ! L6 I � � IwI7l1TE71 7 . , � .� ' - �\�`1 _ - ;'. - -�� - - - - - - - - _ 31 F T}m WALL Q M M ` , F. , HEAT�w STORAGE --- ----- j�,r - SEEI� XWEC.SEC. t56 .[�Lv �. � %% ; : ENTRY' ' .� 69' 1� WATIM WO IN HUTIM 1000 WN alrf-seo I.4R-1000RENTAL pb N F OFFICE F i ; CLUBHOUSE =A,100 uTEn Popo w & RENTAL MICE ` F F EXERCISE q N A ELECTRICAL GFIC GFIC SAMMONO WAYU 1500 w WP Y:, WP & VENTILATIO •�►-'� -' _� _ FL(-M PLAN TO HOUSE PANEL & TIMER �='r:5I0tiS NORTH ELECTRICAL. ail VENTILATION FLOOR PLAN Jab NO. 9302 SCALE 1; 4' 1' DRAW Bl FRANKS 1!4"= 1'-0" COMPUTER FILE 9302-A4.4 aU9HOUSE SHEET A - 4m4 COP`WGHT 104 72ND AvENVE. 17.320 PAUL FFIANKS AFiCtI T ECT M zjT 94.024? 22 OF 65 IMtmlk9144-o...rt34aw wmw*;: ,.«.•••.sroeee.m.:.wf!wfVfrMry•^rP+wAlII11�M►^ranni^•a-,!»iw;.v1 .^.•,.,, ,-...... y JLj� !r1994 MICBDFILMED 11111111111 111111 ' 1 I , I11611 llll I III III I Ili , l Illlllll 1 Vwpx- GLA&S 4 MADE IN CHINA � IN i I i� Mulder GRAPHIC L-FGEND ! 7 ROOM TRUSS WApIhC„ 1 1 GRID REFEF'ECE �'„� ' ■•• �A +. C_ �p HDSA HOILDOWN PLR 1D 'S 1.1 ND HJL.UOWh PER 1B%31,1, 6C:-51.1 CON L.E.E. OR 12131 2 ENGINEERS, INC, 14 SHEAR WALL PEP SCHI<D $HT. 31.1 .:v .:'R 4 02 4X12 -• ROOF- TRUSS V.-U!TED ARE=.:;S i ' to i - TYPICAL-.ROOF HZAT- I.�. o 'e , 12' PL_Y CR OSL 'rJ/ 8D 'a Ill • 6" O.C. EDGES E (d' FTG. SCHEDULJE S• � 'rtGaRK Si .E R.EIIYF. _1__ -- loe 2'-O'X2'-O'X1G" 3-#.4 E.W. �J oe 3- �� W 2'-6"\2'-6'\103-:w-4E.W. .- � _ t 241E z T 21 r 4X1 4Xr2 4 12 4V2 i •;_ _ > a ir .. CC an Lass 70 �AJER P_ 00F: F:P4M1i`4G � L_ AN Lm 20 Lo LAJI , I I r------- ------ J -_- L---- -- -------- LO --- -- -- --- — I I \ 2 — ---- I I I I I IU- cis I I I I W li O o i I I I `° , LAJ ] Ix LU 1. ' __ -.- - - - _-- ----------- -- < I I I I I Z r--- -- - - -- - --- - - - - — — — — — —— —� I I - - - - - --- - - - — � 4x42 ------ ___-- -- — --- - _ - - — cu - - == - - --- -- -- -- - — - -- _ _-_ _ I I - - - - --- - - I ! I I I I I 16D TOEIYAII_SI ® N 6' O.C. PPO" BOTCHORD TO DBL It 4c;,,, TRUSS CSR *A-- % IO.C. ''O Bat IL� 06'coo ro 40 I I I + I r s II II II CLUBHOUSE FOUNDATION I I I I I Y I I I I I I 4) AND ROOF I v cw ! I In I I o I I I I ! � FRAM'G PLAN I I � I I i I � I � � 7 �- I 4OF CRUS ES_- -- - _ -3\"2 .4 ( YP1C L) — -- - --- --- - — I I ~ • ` R iD T �\ �\ I I DATE MAY 11, 1994 - - _—_ —— — — — I �� — _ — - J I AX �2 4 12 74112 --- — - ---- - - - 4 REr1SIONS - - - - -- — _ — i / ---------- - - -� — — — — — — — — —— —7 ✓ C _- S" BOTH $IDES y TYP'C—� GR0u!`1C F=L-OOR: TYP1CfrL ROOF SHEolkA7w _ — 4' PLY G'✓Ep 6' "1114 PLY GP OSB W/ 8D L COMP�.C—ED 4?4U� ® 6" CSC EDGES +'� �t�� PEP SOIL-.S REPOPT 42' O.0 FL.G IEJ06 NO. 93C: SCALE NOTED I DRAM BY ,104 COMPUTER F'LE f R a:t:' �— I I \ / \\ r _5.1 OF FRAMING PL— AN :- 72NO A'JFNUE. 12320 MST 94-0243 23 OF 55 .,:" , -„ v k "RVB��7�M wRw^,;!�m::;dro E;�ya M rrx3,"°t.bra a. ,�,, , ma a ss�!A+E at�Yf�Rt, -JNA'W-^16614Y 00I*Ah94 V•w.ww..,:. JUL 2 2 1994 MICFILMED i' ll 1 RDFX- GI.VN 4MADE IN II III , CHINA IN I 1I 1 1 .1 i 7. 7. SIM ce C7 HUC48 AT INTERSECTION OF .� BEAM BUTTING TO OTHER ALL WAL.;..S TYPE 4 SIM A5 l�J 1-HOUR FIRE RA TED 1, 12 \ OF I.�ESS OTHERWISE NOTED „ _ _ 71 7 6 X 8 BEAMS-1 CONTNOUS, i CUT '-- -------- r TOP FLUSH WITH TOP PLATE z_H_EAR WALLS ' ' 6 X 6 POST AT INTERSECTION RIDGE VENTS ' � IN � I �` � TO PEAK AT INTERSECTION OF REFER TO STRUCTURAL DRAWINGS FOR ', " '; , � � � n � HIPS. SHEAR V%ALL SCHEDULES. WA ;; N r�_'. LL TYPES N \ SHOWN ON ARCHITECTURAL FLOOR PLANS -- -,� _ 6 Us x sie PROVIDE FOR F ;•_, IRE RESISTANCE AND SOUND TYPICAL CON T ROL ONI.V'. � 7. r l WHERE THE FASTENER SPA -- _-- ---_-- ------ SPACING AS SPECIFIED JN THE ;`� �:._.��.............n..._ - -- - - 12 ;' STRUCTURAL SHEAR WALL SCHEDULE ---------------- =-- -------'--- �' 1 g , ; A5.3 � �JORT11 DIFFERS FROM THE ARCHITECTURAL WALL L a`� 'SPECFIEE. INSTALL THE CLOSEST SPACENG _ _ UPPER- v� 2' 6" 2' 6" 2 6„ ,' 3 2 WALLS ENTRY sPECIFIE�. ( 2 ,� ; SIM �7 --- WHERE THE STRUCTURAL SHEAR WALL ` 2 SIM lo.-O#4 A5.2 : i +" _ ' SCHEDULE SPECIFIES PLYWOOD WALL 12 i2 7, _. ; SHEATHING ON A FIRE RATED WALL, INSTALL r �7i 17 � PLYWOOD DIRECTLY TO STUDS, AND GYPSUM SHEATHING OVER PLYWOOD ' TO COMPLETE FIRE RESISTIVE ASSEMBLY. ROOF PLAN SWIMMING POOL DECK 19 4e 5 > CJ 2 i 8"- 1,_Q.. A5.3 SIM A5.3 A5.3 , yr 5.2 --_ -- 4 < � . GRAPHIC LEGEND 5-1--=1-------. - < � �v WALL TYPE ; ; ----- - 23'-0" SEE SHEET A2.0 8'-1" 5'-0" 8'-6" 6'-0" 8'-6" i 4'-3" 4'-3" 3'-0" 3'-0" 4'-3" 4'-3" WINDOW REF. N0. If --- -- ----It- > SEE WINDOW SCHEDULE PATIO - - SPECIFICATION SECTION 06760 PREFABRICATED �+: DOOR REF, NO. FIREPLACE I i -- -- -- _ ; -+.RJww�iE 6AC+lJP SEE ROOF SCHEDULE CERAMIC TILE f ; SPECIFICATION SECTION 08750 FACING AROUND 4/0 x /o 5ra W r----- FJREPL A CE , f ' r, , y , oi XX ELEVATION 6 K % t -' "" OK, 6� g v O\ ' �'CUSTOM WOOD _--� -. ..- ' W cn A 5.3 ; In f :o , .:a: MANTEL ' I �. \�' _ :NTERIOR ELEVATION m o , PAINTED FINISH � 3 /Ae•z o REFERENCE - n O - -- - s - --- - ? ..� � n X �- SLOPE X VERT IN 12 HORIZ. BRICK ~--_-_- -_--~-_____--_-_ RICK HEARTH r lI � - � � � - FLOOR DRAIN - - I 6 �� ~ 90" X 24" HEARTH EXTENTION 8 � � (PRIMED) I .., 90" X 24" � TEMCO ~ 1 _ DETAIL REFERENCE TBF42 Lo _E �, ' 42" PRE-FAB. GAS FIREPLACE. CONC. Sl_AB..3LOPE _ 10" TRIPLE WALL. U.L. LISTED --"� W p m 1/4" / FT. TO , �17 METAL CHIMNEY 11 A - GRID REFERENCE I FLOOR DRAIN �\� WO M N ;3/0, H cv m \• 6 Z C�--- m q , ' W HOSE BJBB � ., � .4" o UNGE STORAGE 6 /X5.2 LOUNGE FIREPLACE " 3 '; - P L U �•�. -3 4-�`'+ „' VAULTED CEILING � O W Lo z 5 BUILDING SECTION A5.2 3/8" = 1'_C�" POOL HEATER GAS o r I ILAV-3 r FLUE THRU ROOF 1 . h►C-i __• 8 m N A8.i REFERENCE -- _., 20 GAL. OF-1 b INK A5.3 o 121 100 SQ. IN. N r I I r LT..FIXTURE --- ELEC. WH r _ r+ - � m N � COMBUSTION AIR � c7ER] " SHEET VINYL FLOORING O. O C3 4 - - VENTS fS LOCATED AT 1' ` - - - J r - - = 15 AND 7' ABOVE F.F. / � � WC-11, LAV-3 3/0 36" HT.r 3� r3] PAPER TOWEL ��' ' +� i ' CERAMIC TILE FLOORING 36" GRAB BAR ie• 30" DISPENSER VERIFY REQUIEMENTS o IL ENT / RENTAL •_ FOR GAS SERVICE �;' MEN - OFF ICE H � , 196,000 BTU STORAGE M q �j •, ' N ` 3/0, VAULTED CEILING v 2 X BACKING INPUT ASSUMED , i w5. _ \ 4" CONC. SLAB-ON-GRADE - - ---" LEVER TYPE 3 '~ N �� C- r - - - 15 _- - ---- - In .k o 7 _ - _- BROOM FINISH -- I FAUCET CONTROL - - - _ - - ' , . . 5'-O„�- r .�-T.,_ 5'-0"7-. x A5 3 ~ 15 . I a . r� °; <3> CERAMIC TILE rlu FLOORING CLUBHOUSE GENERAL NOTES � �!�'. � � 0 9,. 'm, T '. ~ u- 9 In B .* 6 I 1. REFER TO SHEET A-2.0 FOR TYPICAL WALL , _ . -. _ _ _ _ ILV --___-_-__� _�_+ _ II - ' 13 • co+ & RENTAL TYPES AND TYPICAL DETAILS. -` -� ,_ _-#-- Cp o F OF ICE c. . �� 1,�, 3 4" O n - ,I x 6 VINYL COVE � 2. REFER TO CIVIL ENGINEERING DRAWINGS BASE INSULATE EXPOSED '" - - o K _ - PIPES UNDER LAVATORY : EXERCISE O ,O/�K K 0FUR FINISH FLOOR ELEVATIONS 4TOILET :/s�2�/a io ° 4 1 S r FLOOR PLAN � K K K NOTE SPECIAL HANDICAP ACCESS A5.2 3/e° = 1 '-0" -� 6 5 H A N \� �/ T HANDICAP ACCESSIBLE VAULTED CEILING O R E 0 U.R E M E N T S. ,/0 X 5/0 4/0 X 5/0 4/0 X 5/0 "! ,/oxo/0 i ROOF PLAN _ - �'; ALL FACILITIES WITHIN THE CLUBHOUSE 6 RENTAL 0 6 i �- OFFICE ARE REQUIRED TO BE HANDICAP ACCESSIBLE. " A5.3 INSTALLATION OF GRAB BARS AT TOILETS AS SHOWN. i LEVER TYPE DOOR HARDWARE REQUIRED ON ALL DOORS. 4'-0" 6'-0" 6'-0" 4'-0 a'-6" a'-O----------- " 20,_0, � 6'-0° 10'-7" 6'-0" 8'_6' 1 DATE MAY 13, 1994 2 X BACKING _ SINK - - '--` -`� C -n- REVISIONS ~ B X 8 P.T. POSTS W/ i" CHAMFE /� JUNE 30, 199 42' GRAB BAR ` �MA BACK SPLASH EDGES 6 2 X 12 TRIt1 TOP -; 6.BGTTOM `- -; ---- 5 SIM 1 5 -•-- - - A5.3 A5.3 A5.3 TOILET PAPER DISPENSER 4 NORTH N - I J0LS N0. 9302 FL" � SCALE 1/4' 2'�" 6" VINYL_ COVE A5.2 1/4''= 1' 0' �' -- - 5'-0" TOE SPACE DQMr N CBF,YFILE FRANKS BASE - - -- W/ VINYL 1 .363 SO. FT. 9302-A5 2 CL,&WSE 5 TOILET COVE BASE SHEc" A5.2 3/8" _ 1'--0" 6 LOUNGE BAR A 5.2 HANDICAP ACCESSIBLE cJ'.2 :;3 i�" = 1'-Q" "' 72ND A�/ENUE. 12320 MST 94-0243 C0�'N'Rlit+' 1494 24 O 85 i�A;k_ FRANKS ARi't• Jul- 1994 N11CA F1LME� 1111111 i � i � i i i � i , i 1 i � i ' i � i ill + i i i + i + i i l � l + l 1 l � l � i 1 I � lll 1 1111111 ► IJill 1111111i 1 � R- �'� 4 MADE IN CHINA IN 1 , x; : y 4 � f 12_ , 10 12 E. FAAwS r++ TI 1 W t*# OF i W YY 1-11 7 44 I Y 4 - __ 1 - I� 1 IX4TRIM dq Ffl LF --- - y o _~ --J J � Q cn z � C 4 ~O 1 NORTH ELEVATION 2 EAST ELEVATION < 0 Al5.3 1/4"= 1'_U" CID 9 12 7.4 91 9 z - FR w o v' Jill 11 t -- J I I �� J } ® W fill _____ _ _._ �_ F— _ _ - ___ ___ _ __ __ o 11 11 -ILI _ -- - - ---- N- i Q F— _ _- _ _ ___J w o Z - uj CL ___ 4.4 ___. __ z Oz _ CD __--- ----- - __ o o aCC Z : z _. ____�____ —� — __ �_.: _ .._ U7 _. 3 L70 CL CL o o_ ca I ,� o 0 4 EAST ELEVATION A5.3 1/4"= 1'-0" WEST ELEVATION a CLUBHOUSE AIM 1/4"- 1'-0" & RENTAL OF'F'ICE ELEVATIONS 12 12_ 9 12 91 9 E MAY- 13. 12 ED El ® l� ' ® � - z4 SIONS ROOF SYSTEM _ ___ PRE-FABRICATED ROOF TRUSSES AT 24" O.C.7/12 PITCH TOP 12 !2 12 ; CHORD 7r--- i 7 1 71— f12 3 -2 ( — I 3 7. 7.3 _ ATTIC 7.4 � 5 i 7. ATTIC , — ' 12 It t 5 _ _ -- - -- • ENTRY J 5 ', !2 ; W _ POSTS IN 12 LQUNGE .h7B r�0. S?302 o T OF ICE s�TQR. FOREGROUND LQEEIE HAS !v �+ SCALE �►S NOTED Qr _---- DRAWN BY -RANKS T.0 FIRE PLACE. C a.Ae T•o• T.D. T.O. - T.O. COMPUTER FILE _. 1. ._ a-,A �- M.AA eue _ - - -- a-/e - 9302-5.3 Cil f011SE a E� I SHEET A - 53 s BUILDING SECTION a BUILDING SECTION 7 BUILDING SECTION q BUILDING SECTION LOUNGE BUILDING SECTION A5.3 1/e„= i'_0” A5.3 1/e 1,_0„ A5.3 1/e"a 1,_0,. Al;.3 1/8"= 1,_0., A6.3 1/6"= 1,_�„ T COPYRI" 1994 72ND AVENUE, 12320 PAIR. FRANKS ARCHITECT MST 9�4-0243 25 OF 65 IIJI " 2 Y-,0 # 1 mwx- I GI AW 4MADE IN CHINA IN 1611111 1 I 4F. GRAPHIC LEGEND BUILDING CODE DATA D ELECTRIC METER CENTER 2 WAL.L. TYPE OCCUPANCY GROUP....................... .. M-1 PRIVATE GARAGES, Ill) IfPAIR W'fiw Oce F11k1 ASPEl1SED LOCATED @BASEMENT FLOOR L___FN0. OF GARAGES..................... GARAG[ 1. E; M • 6 SPAGFS �. � A REFER TO ELECTRICAL SITE PLANS i2 NO. OF STORIES..............................._ 1 _ n \ SLOPE X VERT. PER 12 HORII. NO. OF FLOOR LEVELS..................... .. ! y WINDOW REFERENCE NO. X BUILDING FLOOR AREA <� SEE WINDOW SCHEDULE auw�+� TOTAL BUILDING AREA .. ......., GARAGE L E M, 1,519 SU F r N wks"MT014 DRAWING A / 9.1 ��5 DETAIL. REFERENCE CONSTRUCTION T`rPE _... ....,,,,.,,..,. V-►� 2266 `C'��rk, EXTERJOR WAIJ FIRE HATING;,,,,,,,., NON-Ht TFD F.O.S. FACE OF STUD NO. OF AREA SEPARA TION WALLS:_ NONE "^ j� SURFACE MOUNT LIGHT FIXTURE �__-_-- GRID REFERENCE ATTIC DRAFT STOPS: . BETWEEN EACH GARAGE. rvw J MOUNT FLUSH W/ BOTTOM CHORD OF EXPOSED(ROOF TRUSS GARAQ BALL TYPES Tsm 4A_ SINGLE POLE SWITCH W/ r- I TO 15-MINUTE SPRING WOUND 5 BUILDING SECTION I CI4 JNTERIOR GARAGE PARTY WALL INTERVAL TIMER A6.1 REFERENCE 2 X 4'S Q 24" O.C. 2 X 4'S O 24" O.C. PARAGON ELECTRIC CO. NO. PSW15M 3/8" OS13 WALL SHEATHING ONE SIDE 7/16" OSB WALL SHEATHING TO UNDERSIDE OF ROOF SHEATHING 6d O 6" O.C. EDGES, 12' O.C. FILID DUPLEX RECEPTACLE-GFIC 6d O 6" O.C. EDGES, 12" O.C. FIELD BUILDING PAPER WEATHER PROOF COVER BEVEL WO(A) SIDING i ' 24'-0 1/4" A 5.624'-0 II - - 11----•.-----_- -- 1 - ---•_----- ----------------------- - ----- --------------, r I 1 1 1 1 ; ; 1 -7fflI I T.O.STEM WALL / f --- 18 4" CONC. SLAB-ON-GRADE ---- T.O.SLAB FINJLOQR + " A5.6 �; tv 1 W/ SYNTHETIC REINF. ee !! '' 6 12\ (A5.6 ; 1 STEP IN SLAB - SEF SITEPLAN--FIBERGLASS SHINGLES FIBERS SMOOTH SEE CIVIL DRAWINGS f f-- TROWEL FINISH OVER ; ; 12 o '� �°, ' c� 2 X 6 FASCIA 1 4 COMPACTED AGGREGATE a �� A5.6 T.O.STEM WALL a BASE 1 1 �- _ FIN. FLOOR +3" cv Z00 3t o 1'- m SEE SITE PLAN o --- BEVI1. WOOD SIDING ANCHOR BOLT LOCATIONS a 1 1 I AS SHOWFN FOR GARAGE � � 6,12 In ; ; T.O.SLAB X _ I DOOR SIDE.-OTHERS NOT HOWN A5.6 K' _ S ; ; FIN. FLOOR ' IX4 TRIM ; ; a ; ; SEE SITE PLAN - _�� _ - ❑�I �- -=- -- O CORNERS 1 �.. cv 1 , •A ' ' 1 - - L-------------- _ _ 2 X 6 TRIM AROUND -- -------------- ------ --- -- ------------- - ------ ------------- 1 I I 1 SEE CIVIL DRAWINGS - _ I J J _ -- �I �' J �❑ J J DOORS ! I. FOR FINISH FLOOR I II III I ELEVATIONS �4~�-FOUNDATION 2`-0 !/21 8_3 L 3'-9 L B'-311 L 3--g"y 8'-3" L T-911 -- 8'-3" -J�T-9.1 � 8'-3" _ J�T- - -8,-3 y._12'--0 112" ------------------------------------------------ - ------------------------------------------ --------------------- -- ---------------' SECTIONAL OVERHEAD _ 72'-4" DOORS -- GARAGE L GNtAM FRONT ELEVATION L � M 5 - 1 1 FOUNDATION PLAN w Z A5.4 1/8" V-0" 12 i2 A5.6 FIBERGLASS SHINGLES A5.4 A5m 0 .6 LU /� --2 X 6 FASCIA cl i o O 1'- A5.6 Q -BEVEL WOOD SIDING O as !=77 _- � _ ac�� = _ oa -�X05 -- A f �r r w `�� JLJL . �� ❑ - �� - �C�L� TYP. PARTY i O II - TY;PICAL WALL - 5 W Z SEE CIV �1R14WIN6S __ 1 _--- L _ -._.._ �� -_ _ -- 2 X 6 TRIM AROUND 1 A5.6 O �- _ J - J - DOORS EXT. WALL SO Z 0 FORFVCSH ATIONFLOOR L & M1 L & M2 L & M3 L & M4 L & M5 L & M6 CL > ELEVATIONS - _ _ r----------------------------------------- FOUNDATION o Q '4 crm -------------------------------------F-------------------------------------------'------------------------------------------' - SECTIONAL OVERHEAD (U EXUXJ gJUI. I� -I �,P DOORS A5.6 �" L Z of `i. GARAGE M ', � %. %, �, _ i �, n TYP. PARTY 8/0 X 7/0 HT. FRONT ELEVATION 6 1 WALL av�l�o DFLo e7"rPIcA1 ; 1 5 4 We+48. ----- FIBERGLASS SHINGLES - A5.E 6'-2" ' 6'-0" '�\ 6'-O" 6'-0" ' 6'-0" 6'-O" '�6' 0" 6'-0" ' 6'-0" 6'-OP,'' 6P-0" 6'-2" 2 X 6 FASCIA y` _12 12'-2" ` � 12'-0" �, 12'-0" � �12'-0" 12'-0" � q - -72' 4" BEVEL WOOD SICING - - _-- i - _ _ _ 1'a Hov6E Pf►NEL, 2 TIMMFL iX4.TRIM --- _ .-s, �i/'�I'�1'1� C CORNERS ------ - L & M BUILDING ___�__ 2 FLOOR & ELECTRICAL PLAN 2 X 6 TRIM AdICUNC -_ .._. _ . . -- DOORS --_.. ' 1 A5.4 1/811 11_0,, L & N FOUNDATION 1 , 0-------------------------------------J, '--------------------------------------- PLANS, GARAGE --- 4/4 COMMON PRE-FAB. i FOUNDATION 7 END ELEVATION - j' ROOF TRUSSES O 24" O.C. A5.6 and ROOF A5.4FRAMING 1/8" = 11_011 I �: r - r - r - t^ + 1- - fig fi - fi - fi - r t - t - t - t - f f - I - I I 1 19- 1 1 ' - 1 - 1 - 1 - 1 - 1 - 1- 1- 1- 1� 14 la I 1 1 I 1 la I I I I 1 1 I I 1 1 1 IN I 1 I I I I, I I 1 I I I I I I I II N �• I I I I 1 I• I I I � 1 I• 1 I I 1 I I• I I I I I I• 1 I r DA;` >�A" 4 1094 • I I I I I I _ i�:;E`:SIONS x I 3RAKE OVERHANG I I I I I I I I I I '� I I II 3, TYP. Ellillllll � Ililllllllllllll � l � ! 1111111 5 I 1 I I I I 1 I I I I 1 I I I I 1 I I I I I I I I I I 1 , v I I I I I 1 I 1 II JOB NO. 9302 5.6 �444444 _ - - - - - - - - - - - - - - -1- - - - - - - - - - I SCALE AS NO-ED DRAWN BN H(gcc COMPUTER F:'�E 9320-A5.4 BLDG LS,M ° SHEET GARAGE L & M 3 ROOF PLAN A - 5.r4 72ND AVENUE. 12320 MST 94-0243 A5.4 2601- 65 COPYRIGHT :994 PALL FRANKS ARCHITECT ..G iis Y 1 II Il�?1 IQ�Y iln i nn11/Yi.�•. 'n r^fMp/a1. k�uerj:R. i ��y, ,+,. ; �y ...SSI ._: ..a+:liYil.%. .,. .; .•v�.NY��,�:�: 1. ... .. .. - _ .4+✓LI..-..... 41 JUL 2 21994 MICRIGIFILMED' I I IIIIIII 1 F1HI?ft- (�I Af�T 4MADE IN CHINA IN 16111111 1 1. 1p P f, GRAPHIC OOE A L D TA ELECTRIC METER CENTER 2 WALL TYPE OCCUPANCY GROUP........................... M-1 PHI'/ATE GARAGES, NO REPAIR WORM OR FUEL. [AS- PV&U LOCATED Q BASEMENT FLOOR - -- NO. Of GARAGE$,,,,,,,,,,,,,,,,,,,,, GARAGr L. • 12 SPACES � 1L �•►1{• REFER TO ELECTRICAL SITE PLANS 12 NO. OF STORIES................................. 1 / . 0 FLOPS X VERT. PER 12 HORIZ, NO. OF FLOOD LEVELS........................ 1 • �. .�; F WINDOW REFERENCE NO. X1 BUILDING FLOOR AREA 9E1. -IE SEE WINDOW SCHEDULE a15 "E"'T " TOTAL BUILDING AREA_. ........ GARAGE N, 3.031 SO.F'I. cp wABiiO4T(m DRAWING A / 9.1 -- DETAILREFERENCE CONSTRUCTION TYPE:_..................... V-N W-0 EXTERIOR WALL. FIRE RATING:........... NON-HATED F.O.S. FACE OF STUD - NO. OF AnF.A SEPARATION WALLS:..... NONE OF SURFACE MOUNT LIGHT FIXTURE (A� - - GRID REFERENCE ATTIC DRAr`l STOPS:...... ................. BETWFEN EACH GARAGE. 1'°I MOUNT FLUSH W/ BOTTOM CHORD T OF EXPOSED ROOF TRUSS GARAGE. WALL TYPES 'SINGLE POLE SWITCH W/ r-- _ 1 TO 15-MINUTE SPRING WOUND 5 BUILDING SECTION 10 - � 2 X 4 INTfAId�BA��PARTY WALL I 1 1 INTER"AL TIMER A6.1 REFERENCE 2 X 4'S D 24" D.C. L_ 2 X 4'S @ 24' O.C. PARAGON ELECTRIC CO. NO. PSW15M 3/8" OSB Lr%LL SHEATHING ONE SIDE 7/16" OSB WALL SFIEATHING TO UNDERSIDE OF ROOF SHEATHING 6d 0 6" O.C. EDGES, 12" O C. FIELD DUPLEX RECEPTACLE-GFIC 6d @ 6" O.C. EDGES, 12" U.C. FIELD BUILDING PAPER WEATHER PROOt: COVERwp EiE`!EL WOOD SI; UNG A5.6 1 24'-0" 24'. 0., �A5.6 t { - -- - - -- - 24`0 1/4" 24•-0 f%4" ;',1 L4 ' G 36*-3 3/4' ------------------------ T_ fi - -- --- -- -- .... -------- ---------- ----------------------- ------------------ .........r--ss. -- ----------- - ............................................ ------------- - ---------------------- --- - - ------------------------------- ------------- ---- ---------------------- -------- - ---- - ' - 1 9 �l -`- ' A8.6 - T.O.STEM WALL �I - - --------- - -------------•------ .. T.O.STEM WALL 5 c FIN. FLOOR +3" / - 4" CONC, SLAB-ON-GRADE L T.O.SLAB T'N, FLQB 4" CONC. SLAB-OIl-GRADE - �'Tjt4. F40OR+3IN. FLQOH+3"� � ,FAN. FLODR +3" ---� � z $ I SYNTHETIC RE/NF. STEE' IN SLAB SEE SITE PLAN STEP IN SLAB x - FIBERS SMOOTH SEE SITE PLAN • FIBERS SMOOTH EINE. z a SEE CIVIL DRAWINGS In _ 8 omn 5EE CIVII. DRAWINGS S z l Q TROWEL FINISH OVER A5.6 a TROWEL FINISH OVER 4" COMPACTED AGGREGATE 6 T.D.STEM WALL T.O.STEM WALL A5.6 N BASE W FIN. FLOOR +3" _ 4" COMPACTED AGGREGATE a A5.6 SEE SITE PLAN A5.6FIND- A5.6 ASE �� 3 4 A� ; SEE SITDOPLAN o' o (*► ANCHOR BOL' LOCATIONS cn 11 ANCHOR BOLT LOCATIONS S ASR OWNSIDE FOR GARAGE T.0 SLAB T.O.SLAB AS SHOWN FOR GARAGE In > DOOR SIDE. OTHERS NOT SN�:vN FIN. FLOOR FIN. FLOOR DOOR SIDE. OTHERS.NOT SHOWN -- SEE SITE PLAN SEE SITE PLAN ' --- ----------- --- ---------------- -' --------- ------------ -- ------- ----------- ------ ------------- ---------- - ------------- - - - -------------- - -- ------- -- ------------- -- -- --- ---- - --- --------------- -- -------------- - ------------- ------ ----- _. g 3 3 9 8'-3" 3 9 g'-3" 3' 9" 8 -3 3 -9 8 3 3'-9 8'-3 3 - - 2'-0 1 2" .� „ -- -_- -------- - 9 8 / 2 ...0 1 2 _ _ �. �----y ,r- - -- - J�--,� L y----k- --y 3 / -,J- 8�-3 J� 8' 3 y 3 -9 g._3 . ,.3'-9 �'-3 -g,M-- 8�-3 L�-9-,� 8`3" 3_-9' 8'-3., 3'-9" 8'-3" 3'-9' - -r __-.-_�r--- -----t- r 108'-q' ,, g' 3' 2. -----.- - ---------- - ----------- - -- - -- - --____-_- -- - ------ - ---- 108'-4" GARAGE N IMM� 4 FOUNDATION PLOW s FOUNDATION PLAN � Z � A5.5 8 - 1 -�" - FIBERGLASS SHINGLES A5.5 i/8"= v-0" .�._. mm 0 lImww W 2 X 6 FASCIA O 1 0 M 1 -- BEVEL WOOD SIDING A5.6 (� '1 12 6 12 A5.6 Ur SEE CIVb. DIHAWING,S • A5.6 A5.6 A5.6 1X4 TRIM -- _- -- �./ F- FOR FINISH FLOOR @CORNERS TYP. PARTY cl ELEVATIONS - TYPICAL 'WALL 10 ALL ELECTRICAL NNECTED TO 5 W O i l HOUSE PA;'c A5.6 EXT. WALL - Z 0 7 �- N1 N2 N3 N4 N5 N6 N7 N8 N9 Yl. ILJLJ Li L -A L =1DE1 :::]E1E]ll COM- LA r J J _ Ell �177 - - - -- - -- - - , ,'. TYP. PARTY '� 6/0 X 7/0 HT. `, B/0 X 7/0 HT. `, 8/0X 7/0 HT. '`, O 1i WALL OVM*CAD DR. OVM*AD DR. OVER*AD Oil ' -------------------- - -'-- -- ----------------- -- ------- '----------------------y ' , ; e ' S TYPICAL TYP1CALe , TYF'ICJN-� , -----------------------------------------------1-------------------------------------------J SECTIONAL OVERHEAD FOUNDATION 4 B DOORS - A A 2 X 6 TRIM AROUND 1 7A FRONT ELEVATION DOORS 6'-2' 6' 6'-0" 6'-0" 6'-n" 6'-0" 1\ 6'-0" 6'-0" I 6'-0" 6'-0" 6'-0" 6'-0', 6'-0" 6'-0" 6'-0" 6'-0 6'-0" 6'-2" FM FIBERGLASS SHINGLES - -- --- - 5 / -_--- 2" __ � 12'-0" 12'-0" 12'-0" 12'-0" !2'-0" ' 12'-0" 12'-0" 12'-2" _ ., ---- A5.5 1/e o -- ' - 1ne'-q" , 12 6 12 A5.6 j� X 6 FASCIA, ---- - SEE CIVIL DIRAWMS A5.6 A5.6 A5.6 ;' - -- BEVEL WOOD SIDING FOR FINISH FLOOR 2 ' ELEVATIONS N1,- TI r''1 E (� 1'- GARAGE -"� I X 4 TRIM GARAGE N & P BUILDING -- - - -- - - -- @ CORNERS _-- -., E - 2 FLOOR & ELECTRICAL PLAN -- C7L� ,LIQ , - C�C� `l�� C�C� _ _ ��C�❑ ��C�IC-� -_ N & P - E A DE10 _10 El -_ � ___ _ � ._ - � PLANS, - - _ _1----------------------- - ---------------f------------..-------------------------- -- 4/4 COMMON PRE-FAB, 1 FOUNDATION --------------------------------------------------------------- ---r------------------------------------------= --------- ---------------- �_ FOUNDATION ROOF TRUSSES @ 24" O.C. A5.6 '� � and ROOF _ SECTIONAL OVERHEAD - , DOORS FRAMING GARAGE P -- 2 X 6 TRIM AROUND o 6 FRONT ELEVATION DOORS 0„ _ ._ " - - - - - • - - - - t - t� t - t - t - ttfiozt - f - � - t - t� � _ 1 . 1 - 1 - 1 - 1,- 1 - 1 I- Ili-�- -,- �- -�- -�- -�- -�- -�- -�- -�- -�- -� o A5.5 1/8 1 1 I I t 1 1 la I I I I I IN I I I I I IN I 1 I t I IN I I 1 I I IN I I I 1 I IN I I I L 1 IN I ( 1 I 1 t 1 1 I 1 I I y 1` I I I I 1 r• I I I I I I• I I I 1 I I• I I I I I 1• I I I 1 I Ir 1 I I I I I• I I (cu[FI I• 1 I I II I I I I I I I • FIBERGLASS SHINGLES -_ A5.6 i �� I i I I 1 I I I I I I I :'aTEY 13. 1 I • I 1 I I I 11 1 1 � _ _,.. 1 1 1 1 I I I I I I I I 1 '�,':+.S11�N5 2 X 6 FASCIA -12 --1 Sg , 4 - 3" I! BEVEL WOOD SIDING RAKE 1 1 I 1 I I I I I I 1 1 I I I I I I I I I I I I I I 1 I 1 I I I I I I 11 I I I I I 1 I I I 1 I 1 1 1 I 1@X4.TRIM --- - - _ - OVERHANG I I I I I I I I I I ! I I I I I 1 I I cu o I � i � � � � � � ., � � � � � � � � � 5 CORNERS -- - 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I I I 1 I I I t 1 I I I I I 1 1 1 i i I I 1 I 1 I I I 1 1 I I JOB NO. 9?02 2 X 6 TRIM AROUND ._ _______. 5.E _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - SCALE ASNOTEQ DOORS - _ _ _ _ _ _ DRAWN BY HOFF FOUNDATION -�� ' COMPUTER FILE .....................................r, ' ....................................... 9302-A5,5 BLDG N 6 P SHEET GARAGE GARAGE N & P END ELEVATION 3 ROOF PLAN A - 5.5 7c`IDAVENUF: 12320 A5.4 AS.S �_- 1A5T 94-0243 27 (jF B5 COPYRIGHT 1994 PAUL FRANKS ARO-1 -,ECT w.M w.a,..♦ JUl_ ^ 194 MICF'M'vJF ILM E D i 1 flil7t- (:I ASS 4MADE IN CHINA IN 9 1 11 1 i i i i r r u c 4 A l N 0 T r S iSFiUCTURAL DATA as N pelt.ct� r Y �' : ?eq■ � j i��ilill�:��I !If�l��i!'I I i r I,� I _,'� !'�I��_lil�l iil�ll�! ��'�'I Il:li�ij�'I � �II'I FA9OM it -14 �\Deaign LvLood ir.j Roofknow "d) 25 �- *1nd 80 MPH, Exposure B TYr�u , �I �' III I. j ' I,I , I i �II�I.i. I I v rI I I Ii• r JOHN*1nd Asrnvs ee acn•duls . _ 20 IPh• Exposure B -n 1 y, ., II,IIIt�. Ir j r i. I!Ilj l: •rl :I:Ij'I i�� i (I I I ( ti�:il;.litl 5aismk 1orls ...««..... _..«..... . ( v ` ; e I lil i I!I I .I• 'I I !.�IIIIIII'!I (: IIII j.�l i'�.I!I !li.ilri I �, t b• f! Soil Boonng Presew-s (assurr-o4).-..«-. 1 00 PSF ; LOW .., ` Md i I I' �rir ° 711" II; I III1j l! r'jjrti 't it �!; t:i.. lil l . ..✓ Division 3 CONCRETE 7-7 5 D tlo'-6 D EJA I L bic. lAlnlmum cem•rtt content for all thea cf concrete tr b• 5.0 aocica per C '1 ' sruE 1 t; -t'-s 1 r era t , -t'--? = r r z r Dvsr�ouT c u o+c yard of contrera. / -{ 4 % i(inimum aoneXete eomDressive strength: 2500 p*i In 28 days. �/ �' - I ( ( ■ (°� Q 1� 37 »rYtM siva. j Wanmum slums ROOF t�t3 tN"M rauTuim, or trrzzt Cemsnt usod small t>e Portland Cement In accorbance wtth ASTM C-150 �''-�} ��v -�•� °Qi / �- Nb(Ing Water %nal be in occoraance with AST14 C-94 �. Mgrog� snail oe all Def .�ST1.1 C-33 C� t • -\ 3o pa fDRS4fi1 1 001` N 6i=rnum coarse agp^egate size 3/4" • 4 �` � sTxA�• 1laximum trator/cement ratio 0.5 t'r ;'i� /t2 14 � T �-�' scxi` t -t -a' •� Conctate twnosrtrture shad be between 50F and 90f j ,. FASCA Como), with A.C.I. codes and atonaards for all proportioning, piocing and curing of concrote. s AIL Concrete suooiler small assume full reaponsiblltty tar proportioning, mixing �- ��. ^ +:r, . /� '� DU* L and aelivenq all concrete and to certify that it rnoete the aoavn - 1 repuirements. �. . `^ •. 1 sca:�� , t,� -i �, ROOF S.DP£ pa �: ) " •.T'� - -t I /�-- r(�rrxiu7)JTTEt tz _ t; ass ttrro rTi DOAE wAs+ 7 : r yyRDOF arot TYP • ALXUO"TE RIJM (1+-•C O.:4 Division 5METALS Coid rolled or formed ilteel: ASTM A4.46 Grade D; �y- 55 �taf for Beams FR 0F� Structural ateei t:.lbing ASN A500 Grade d (Fr- 46 ksl) for Columns t . -` .•• r �.1 I U G•--uwnued metal Reck ASTM A•446 Grade E (Fy- 80 ksi) zincalume finish. Dolts or roar. A.S'.1A. f307. �; :.'. Ut - t� KAM (Sa �rgD) 1 �'1 Roof' suw (Sa ��) Welding: A.W.S. certified welders using E70XX electrodes. - - til ' QO `� L- UI in shes net C y j r { — — �. (OfIrxx+•tt..) l Pe- 5 •.' (� f i ape Identif4ed to be Gahronlzed. o) ��.� r, P r x r DOWNSPou; CJ - }l1 - 14 SL6 NO SF't� PILATE f2ET7UUtfD 77-7..7 k '-">•...`a 2 CT10 �_c/t ofrnTtoK� mss+ s�txf - •l} : `� -. (A) 6/r- x a ,/� x}1fRE CARECTED Er DETAE. 1 sx:u� ,/ -1'-C << �•� •/ !/.�.' '"msLA;-. ScRDIrs CEJ. Our r MI4.Y.-[mos ! 0 SEE Ali DECK I g DETAIL (� l P A N S S C �� E D U L E 1 (SUS) W 1 N D L 0 A D �' ,s - ,� � USE ,. I I I �! � �^ I Roof' � � : <e ,,� sTm. s�T:.w 90 MPH EXPOSURE " B" SO MPH EXPOSURE B" --' - " #112 ; b ;t1-z1 B • 3 PLDES � � t I I r � t° , L , s �,' of au P`�' T 10' x 2 0� 9' x 18'I $` x 16' 10' x 2 01 9' x 18'1 8' 16' ( i _ - '` (� 'c ri- II r VY A� PK�1C ' tft 36 ' ?9 gn DEL7C �_��tl. � / �� U 'f` ;`�.i.�: .�.r("..c� �4� U •�`�i:tir:i:� b IDP (SEE SID-IM) t A.C. PAVtMi7 RJ()F .til C10 : 31/2 z 12 Dai C10 x 21/2 x 14 qa C10 x 21/2 x 14 qa C10 x 31/2 : 12 po!C10 x 21/2 z 14 4a CIO 0 x 21/2 x 14 r,o (� OTHERS) ROOF W-AM CSF ,.moi VUCE .cL',7C/t -/ ROUND D CRUM IN PLACE Q - SEE sclr � LE Y 9 14'� r 1/C x 14" DIA I c F007M ::� CDUAZ`f S4 x 4 x 0L63 TS3 x 3 x 01183 1 TS3 x 3 x 0.083 754 x 4 x 0.()g3 TS3 x 3•x O.DE3 TS3 x 3 x 0.083 1 o D - LOCATE SPLK:E OrCY V-C°- 5� Y 3 SECT!O N ONG `� q a Dc-,;X--,.Q= ON rra-SE DFA*7+G& Ai7uwr Cal!& * 6A DF12 DOSE P.T.I 6 x s Do11CW FR/1� I2 (PR�SiRE ��) 1 � t , -t -cr ' OTHER �.��rxxa � FXTI M 16 ac x T-3' Dp 16'5a x 3'-3' Do 1 C Oiia x 3'-Q' Dp 16'Dia x T••••0' Dp I 1 f;D4 x 5-U" Dp 15 Dia x 3'-T Dp t a• _ e • t o-so-d Q STEn. tr : 1 Ir e • v-.s. 4 ATI]NTE FT; #1 1 Ir� z T-3' Do i 18"Dia z T-T Do 1 T NO z 17--e Dp 1 if Do x T4 DP 1 r Na x J'-O' Do 111rDia x 7-it Do � ��saar Ir : 1 r I e • °'-�a'-d AMNI ' FTC 12 2ArDo x T-T Dp 2f Dia x 7-V Dp 2�DIa x 2'-1Y Dp 2,C U4 x T-Sr' A-C-Dp 2�GSa z T-4' Dy 2�Ck x 7--C Do t7CSTCF of Y-4 te•-� ,e-d 9-1 x x A.4 PAV4W fl Y t S MY QTWRS) r Y t,r -•Q I >� t� AT'ERMTE FTD 3r30ia x 7-C DD WDia x T-r Dp 13CD4 x 2•-C Dp 35-Dia : 7-6' Dp I WC{a x 7-3' Dp 136'M x 2-3' Dp a ► 1i ' IV ' i PLANS SFr 1ON WOF eN I r1I+I * A.Tne"M WOW CMIWt % % e K]4-f11t t2 (PF=A W 1FSXrED) TUM MLLAM LDFO rXX t'O�'O�CIL oI TO W-A&I DVLTCTIC � I 1 �� AND 44Ll I I d d c sErncN •%+ ,Puce rverrTTm ® /- r, rr� , I b D ETA I LS i r / -� g'- FOR ,o^)x o►iY � xxFs vu� IUHI , I II '6 I I rn !-^I b '= c O ` 66 �, o"v" .d C S7EI:'T1OM 1113a' !il I !'n i T _ PhOLIND I I t e---0, t e•.-T 1 Ir-crir-cr e• s 1r CONCRETE FOCTDi0 1J11_ �d I r tea? ! e-<T 91 I i ,rid ,r-rr ,e e-d e'-d --t F : 1'r (SEE =4MU d FOR / w art.xx PC%ATrm r 2r�Id -n� AL weAct T vo w ,e - .> t a 10' : 1sT ` ` 0644E R MSO 4=!2 ►at�1�stiZ>f� JOG ,anl-ao ��-?",t._ _- -•, e r 1 e• aErTH cs seswl�Q r t 1 s- ttil Rsi1r / -�'-17�� --� �_..-_. 1 1 C• % 2D' N 29 a RXY =3K OIAil1FJt 12 .0 0 L CO GUS11 ' 42)ROOF FRAMING PLAN I . ."�"'.� •..• 72ND AVENUE, 12320 Q�� (D �s►-�;c- Zoac �•20 •S� 9 of , MST 94-0243 28 OF 65 JUS.. 2219IS MICBn wFILMED I Fuwx- � 1 cA" MADE IN CHINA IN i, cy; , FIHERGI.ASS 14-tlN@LES BEVEL WOOD SIDING OVER tf BEVEL wODU 9IDUIG OVEf+ D OVFR ROOF SHf.A THING ` n�i, ' ` - 7/16" OSEi WAl1- SHT. 6 , -.-•M' 7/160 (ft WALL SMT. 6 BUILDING PAPER BUfLUUiG PAPEi n <,';; PROVIDE 3" BEARING @ EACH END OF HEADER 4 ' 26 GA. GALE. SHT. 2 " / 0 METAL Fl ASHING !'S SA.ICONE ICAULN 1 ROOF TRUSS Wi VERT. STUODMG 3 8" 0.98 WALL C 24" O.C. wASaV•t1tM6'Cyi 5 /� 2 X 6 TRIM-PAINTED FINISH 2 S#t a THING T 2 X 6 TRIM BO A FC 2X8CON! OF I X 2 MOOD TRIM-PAINTED 1 X 2 WOW TRIM-i'lAJNTED FINISH FINISH SINGLE 2 X 4 TOP PLATE OVERHEAD GARAGE DOOR « OVERHEAD GARAGE17CJOA PAINTED FINISH 2 X 4'S Q 24" O.C. (USE 92--5/8w STUDS) a WALL SLOPES W/ St-AB PREFABRICATED WOOD ROOF TRUSSES O 24" O.C. 10 GARAGE DOOR HEAD TRIM DETAIL i 1 GARAGE DOOR JAMB TRIM DETAIL _ FIBERGLASS ROOFING - "- -- FIBERGLASS ROOFING A5 6 SHINGLES OVER ROOF A5.6 1 1/2°.= 1'-0" a P.T. w 0.145" SHINGLES OVER ROOF SHEATHING 1 1/2" 1 '-0" DIA. POWDER DFdVEN SHEATHING ANCHORS 0•24" O.C. 12 12 4 4" CONIC. SLAB W/ SYN. FIBER _ 1'-p" � q(� FUNF. (SLOPE TOWARD 0 I ca - 0 o OVERHANG ,, OVERHEAD DOORS) OVER 4" OVERRAN J SIMPSON H3 EVERY LL all SEE CIVIL OAAh�INGS � - COMPACTED AGGREGATE BASE OTHER TRUSS FOR FINISH F100�i � '. � -- CID EU'VATIONS 2 X 6 FASCIA i -PAIN FED FINISH Y - - 2 X 6 FASCIA-PAINTED FINISH ✓/ CONIC. FOOTINGS-SEE STRUCTURAL / z z / SIMPSON H3 EVERY OTHER TRUSS 'v `1 2 X 4 VENT BLOCKING BY / - DBL. 2 X 4 TOP PLATES -- --- TRUSS MFG. z 2 X 4 VENT BLOCKING BY-- ___� Y y TRUSS MFG _ 2 X 4'S Q 24" O.C. ------------ IL 5 6 a .. a BOT. CHORD OF ROOF TRUSS • , U 12 INTERIOR GARAGE PARTY WALL I I •' 4 -_ . 4 X 8 HEADER W/ 3 BEARING @ ENDS L. I� A5.6 3/4" = 1'-0" BEVEL WOOD SIDING OVER -� DBL. 2 X 4 TOP PLATES -- 2 X 6 TRIM BOARD -- FIBERGLASS SHINGLES RAKE DRIP EDGE DGE FL STHING FIBERGLASS SHINGLES a 7/16 OSB WALL STHG. 6 OVER ROOF SHEATHING OVER ROOF SHEATHING BUILDING PAPER i X 2 WOOD TRIM-PAINTED FINISH 2 X 6 FASCIA OVER 2 X 6 2 3 _ PAINTED FINISH 5. 5.6 � _�--- OVERHEAD GARAGE DOOR _ ~� - ROOF TRUSS W/ VERT. STUDDING � � ROOF TRUSS W/ VERT, STUDDING 4F 4 CID 12 12 cn 3/8" OSB WALL @ 24" O.C. W/ 3/8" OSB WALL Q 24".O.C. a\o SHEATHING SHEATHING BEVEL WOOD SIDING OVER - � o -� 7/16" OSB WALL STHG. 6 2 X 8 CONT. ' m m -� BUILDING PAPER /DBL. 2 X 4 TOP PLATES Z CD 0 �2X4'S024. O.C. W z 4" CONC. SLAB W/ SYN. FIBER 4" CONC. SLAB W/ SYN. FIBER -- SINGLE 2 X 4 TOP PLATE SLOPE s�a8 3" ;Q7 ; REINF. (SLOPE TOWARD — . REINF. (SLOPE TOWARD o W V`, T--_--~—�-----� 2 X 4 P.T. SILL ----- --- OVERtfAD DOORS) OVER 4"' OVERt'EAD DOORS! OVER 4" 2 X 4'S @ 24" O.C. NON-FIRE RATED --�" -SEE STRUCTURAL �" I COMPACTED AGGREGATE BASE COMPACTED AGGREGATE BASE -- (USE 92-5/8" STUDS) EXTERIOR WALL O _ WALL SLOPES W/ SLAB __ mcl o - - 2X4P.T. Q 21'-0" --� � FINISH GRADE f �_-__ % SEE-STRUCTURAL _ - SLOPE AWAY FROM. -- SECTIONAL OVERHEAD DOOR ■ ..� 00 CF BUILDING A.C. PAVING SLOPED AWAY FINISH GRADE ----- w !�- �, /--- 2 X 4 P.T. W/ 0.145 SLOPE I% MIN. � LL! O 11 FROM DOOR Oo / DIA. POWDER DRIVEN -- 4 CONC. SLAB W/ SYN, FIBER AWAY FROM BLDG ❑ LL- ' � SLOPE SLAB 3" ANCHORS @ 24 O.C. REINF. (SLOPE TOWAR) Z SLOPE SLAB 3 '� OVERHEAD DOORS).OVLQ 4" W 0 I GARAGE BUILDING SECTION - -� 4" CONC. SLAB W/ SYN. FIBER COMPACTED AGGREGATE BASE > A5.6 -r REINF. (SLOPE TOWARD < OVERHEAD DOORS) OVER 4 ❑ i/8" = 1'-0" - COMPACTED AGGREGATE BASE z OMM CONC. FOOTING•SEE STRUCTURAL ` •. S� Cri DETAIL 12/8-�1.1 (STEM WALL MAY BE CONIC. FOOTING-SEE STRUCTURAL T- 26 GA. GALE. E F MTI. EXTENDED 12 ABOVE TOP OF CONC. RAKE DRIP EDGE FLASHING ` •;•;�- ':;' SLAB WITH REINFORCING AS Q SHOWN) WTI J 4- PRE-fINISHED GALV. SHT. 4" METAL FLASHING SHINGLES \\` — FIBERGLASS SHINGLES 8" X 7-5/8" BENT i OVER,ROOF SHEATHING 2 X 8 FASCIA OVER 2 X 6 SEE BLDG ELEVATIONS PAINTED FINISH GARAGE WALL SECTION SARAGE WALL SECTION -�-�' FOR STEP HEIGI•iT 2 3 q INTERIOR GARAGE PARTY WALL 5 EXTERIOR GARAGE WALL 0 RAKE 11 — . 11 " — " GAGE A5.6 3/4" = 1'-0" A5.6 3/4" = 1'-0" A5.6 3/4 - 1 -0 A5.6 3/4 1'-0 SECTION 2 X 4 LEDGER MATCH DETAIL- SLOPE OF ROOF TRUSS _ ROOF TRUSS W/ VERT. STUDDING @ 24" O.C. 3/8' OSB WALL -- — - SH£4-THING ^e p�� --- - -- 2 X 8 CONT. SPECIFIC SPANS TO BE VERIFIED BY STRUCTURAL ENGINEER 7 SECTIONPOR FOR CARPORT MANUFACTURER �5.6 18,-.0" LINE OF ROOF BECK - DETAIL --- --- g RIBBED METAL ROOFING PANELS RIBBED STEEL ROOF ---- SINGLE 2 X 4 TOP PLATE 4 0" 101-01. 4'-0" ��,-0„ 9,-0„ � A5.6 m - - - - _ �`�—' SLOPE TOWARDS APARTMENTS - ------ DECK 2 X 4'S @ 24" O.C. ' FIELD PAINT UNDERSIDE -_ QL (USE 92-5/8" STUDS) ROOFING SLOPE 1/4" / FT. �;--r��; -f -_-__ _. -- _ __ _ _ _ -s__ __;,_ N� WALL SLOPES W/ SLAB 26 GA. PRE-FINISHED - � I ' a.. SRT. MIL. FASCIA FASTENED 'I'0 1 'v m G Ln GALV• STE METAL ROOFING W/ #12 SMS - _ -_ _ _ _ ___ _ �`�_ CL POST G�� Y '13. MAY �+ - RIBBBED METAL ROOFING ---_ _._____._—� f m 2 X 4 P.T. W/ 0,145 �.� \,� a GALV'STEEL BEAM-FIELD PAINTED - Hal, _ _ _ ! ►' cam, ' SG TIMGf� i EI.FG. c�h-+ V iT I N r i a=.';:S:ONS �� '' v - _ 6 X 6 P.T. POSTS-FJELO PAINTED' DIA. POWDER DRIVEN 1. 3" X � X 6p &, C��v, Z m o I PCGCWntNGG W/ G'� ANCHORS @ 24" O.C. �F :- F I N��I-�F I� 6��TT� - .• ' �, ASPHALTIC CONCRETE 6 X 6 P.T. POSTS ' o -- 4" CONIC. SLAB W/ SYN. FIBER a_ � PAVING f ,- r 1 REINF. (SLOPE TOWARD SIDEWALK WHERE -- CL POST m ...- ......r_�.�...a � OVERHEAD DOORS! OVFA 4 OCCURS ' o - ScE CIVIL DRAWINGS COMPACTED AGGREGATE BASE t / -'v I I GALV, STEEL BEAM / -- - LLi---------- ---��.. i FOR FINISH FLOOR I tZ 1 L ,i-1--.. - .11 J J.I J.�.+.J J J J ELEVATIONS I t 106 N0. 93L _ 9'_0_��r �� SCa'._E AS �10Tc CONC.-FOOTINGS-SEE STRUCTURAL `— -- - CONCRETE FOOTING - 1, 1 --#---" - DRAhlN BY HOF + END BAY TYPICAL PARKING BAY TYPICAL PARKING BAY END BAY SIZE AND DEPTH AS DETERMINED COMA-J"ER FILE BY STRUCTURAL ENGINEER CONIC. FOOTING 9302-A5.6 OpcGerSec FOR CARPORT MANUFACTURER SIZE AS DETERMINED BY r PROVIDE ENGINEERED SUBMITTAL STRUCTURAL ENGINEER.FOR SHEET ., PRIOR TO CONSTRUCTION CARPORT MANUFACTURER 6 INTERIOR GARAGE PARTY WALL CARPORT FASCIA 9 CARPORT SECTION g TYPICAL CARPORT PLAN A " 5.6 AS.6 3/4" g g._p• A5.6 1-1/2" � i'-0" A5.6 1/4° � 1'~0� " ._• „ A5.6 1/8 = 1 0 REFER TO SITE PLANS FOR SPECIFIC NUMBER OF BAYS IN EACH CARPORT STRUCTURE \ COPYPIGHT 1994 72ND AVENUE, 12320 > ` PAUL FRANKS ARCriiTECT MST 94-0243 29 OF 85 aµ,•, mnri lcmjFILMrc.0 1 FIW.R-- GL&% MADE IN CHINA IN I � i TYPICAL INTERIOR ,�_ - _ _ _ - _ _ PARTY WALT �1,� _._� _ .. - �, .,... TYWAL. HOW WALL „„ -` 1--HR. FIRE RATED ROOF / 12 4 _ ROOF SYSTEM ,? v 2 X 4 S TUGS ON � g X A 8Ti1�aS W I _ 7. SEP. PLATES , � 12 tS/8" gYP kIRO CEILING ASSEMBLY Q STAIRWAY 7� I � ��• PRE--F'ABRICATED h(10F TRUSSES d-1, 2" WIDE �'..:� i 7 EA. SIDE AT 24 O.C. 7/12PIiCH ;01 C ►Ulf S1 S TEM SOUND RA TED i , 12 `w ', % '>iK ` 4 A8RICA TFI3 .,kXY T Rt►SSES `t BEVEL WOOD 3101NG W/ tTuQ TYPICAL INTERIOR �r / n %, AT 24" 0 C 7, 12 t' T Cts T i7F' CtiUAO \ � INTUMESCENT PAINT FINISHPARTY WALL, t X 4 STUGS ON • t � i� FOR CLASS II FINISH RATING >~ASoN6TON 5 12 BOTTt)0.1 t� ` 12 -' __ _.. _.__._._ GABLE END TRUSS .. __- SEP. PLATES, S i!2" WIDE, 50UNd RATED N G STAIRWAY WALLS ONLY(�T ' �--•-- roe_. .._ VAULTED CEA-ING PLAT PLAYT _T_ GAJ/{ OF ROOF SYSTEM 12 �, i 1 !2 _ -ROOF SYSTEM _ -- --4-_-�� UNIT D UNIT C yI c BFi1CATED F100F PRE 4 A TRUSSES UNIT C Q , UNIT.D PRE-FABRICATED ROOF TRUSSES 10 _ �� --'.- �' AT 24" O.C. 7/12 PITCH �-- " — —— �'� AT 24 O.C. 7/ir' PITCH ro �TAIRwAY KITCHEN 2N0 DIVING ' LIVING r 2ND «,..nom ENTRY ' Iii.- ♦� J 5 =ROO - --- — ' ��. Y.A,A - � � 1 e' .�. �IIT� � •—•-- Y i�w - } 2 X 6 STUD EXTERIOR WALL b __ _ .._�_-___•----- � UNIT B 1 b / 1-HOUR FIRE RATED 2 16 STUD E/.TERIOR WALL UNIT A _ - CJ __._.. __ .__.___. UNIT A ' UNIT B Y Il l BA �H� ATH �� DINING I I i-NCJP. FIRE RATED LIVING co - 2 X FLOOR JOIST W/ PLYWOOD _._..._____ _ _ ____ _.___ � 2 X LOQR JOIST W/ L" J UYING KITCHEN & 3/4" GYP. CRETE UNDERLAYMENT -�---''---� i" ' PL'rw�'OO & 3/4" GYP. 1ST - 6 _ ; BEDROOM 1ST - 6 __�� _ - - _ _ •� __ _�„_. CRE rE UydFALAYMEI�T - ' 6 CONC. RETAINING WALL -- - UK - - - __ , �rt+� 3'-5" HIGH SHTe ---- - -- --_- --- I UNIT B 6" CONC PE-TAINING WALL UNIT B UNIT A m STAIRS — __r- L' UNIT A ; 3'-5" HIGH BATH, BATH KITCHEN ao co DINING IOO H ' r--- -- - -- LDi. - T ss�- V -- -- eus BSMNT o 7 BSMNT Imo.__ ' - - �� BEDROOM - - - --- - AB BSMNT - -_- - - --- - - -, -- - ----_ - -- - - - - - — - ---0.. BSMNT ' I ' TYPCIAL EARTH BERM \ TYPCIAL EARTH BEAM 3'-2" ABOVE GROUND 3'-2" ABOVE GROUND SIDEWALK-SLOPE i FT. / 20 FT. MAX. 4" CONC. SLAB ON GRADE FLOOR FINISH FLOOR i 4 BUILDING SECTION ELEovnTIONSH FLOOR w, . ' x ' !J.6 IN. / FT.) BUILDING SECTION OVER 6" COMPACTED ELEVATION 4" CONC. SLAB ON GRADE AGGREGATE BASE & VAPOR BARRIER OVER 6" COMPACTED AGGREGATE Z ROOF SYSTEM -___-_____.- -_ ____..� BASE & VAPOR BARRIER PRE-FABRICATED ROOF TRUSSES r ROOF SYSTEM 4 AT 24" O.C. 7/12 PITCH TOP CHORD 1 PFK•fABRICATED ROOF TRUSSES 5/12 BOTTOM CHORD AT 24" O.C. 7/12 PITCH ROOF SYSTEM PRE-FABRICATED ROOF TRUSSES AT 24" O.C. 7/12-PITCH TOP CHORD 12 8 -- _ _ - .- -_-_-__ 3 12 +12 - - --� T.O. 5/12 BOTTOM CHORD 7F 327 - 7. CH944EY 7 _1 7 CHNNEY HNNEY -- -- �r---------- 7 T 7 -- -- -c w► v � _ --- 7. ej n w>rroow m -T'QP- --- - - 5�-- - 7� CHASE PLATE - -- - ----- - -- - - �' �— iz• 12 i2 PLATE- - - ---- - - - - - - - - - - - - -- -5 --- - - - ---_ ��_- m � _-_- UNIT D - -�-___..- m ELECTRIC WATER HEATER 12 m UNIT D IN ATTIC SPACE W/ PLYWOOD FLOOR 13EQROQM 2 X 6 STUD EXTERIOR WALL m 7.3 7 0� _ LIVING ro. 2 x s srU W2ND &Z FLIPL'�� - _ -- _ - � 1-HOUR FIRE RATED 2ND - —T�— - ATTIC 1-HOUR FIRE RATEO WALL Q9hT6 Sus.FULO SHTB !p 2 X FLOOR JOIST W/PLYWOOD w UNIT A 2 X FLOOR JOIST M UNIT A UNIT B ial & 3/4 GYP. CRETE UNDERLAYMENT c -i W/ PLYWOOD Q ocy BEDROOM LIVING & 3/4" GYP. CRETE 'L UNDERLAYMENT 1-- W IST -Tg� - KITCHEN DINING � DIN1, dGdG ,WING , _ - � o SM. 9MT6 T. LLi UNIT A UNIT B - 0 1ST - NJ&MR -- ---- UNIT A - 6" CONIC. :,STAINING WALL z 0 ONTO - �~ — 3'-5" HIGH W in LLIJ BEDROOM LIVING d„ Q 1 KITCHEN DINING BSMNT -TZ•- .' jG LIVING CD L i+ Z 4" CONC. SLAB ON GRADE BSMNT eell_ _ _ _ _ _ -- _ _ __ _ _ _ - -- a." BSMNT r — TYPCIAL EARTH BERM - 6" CONC. RETAINING WALL OVER 6" COMPACTED AGGREGATE SUB TYRCTAI EART " 3-5" HIGH BASE & VAPOR BARRIER 3' - 3 3'-2" ABOVE GROUND -2" ABOVE GROUND CJ FLOOR FINISH FLOOR FLOOR FINISH FLOOR L6 � ELELEVATION EI-EVA 5, BUILDING SECTION �, 2 BUILDING SECTION 4 CONC. SLAB ON GRADE A6.1 1/8"- i'-o" OVER 6"A601 i/8"= V-0" TYPICAL ONE HOUR WALL BASE & VAPOR ABARRIER CTED GREGATE 2 X 4 STUDS W/ 5/8" GYP BRO \ EA. SIDE TYPICAL INTERIOR - � ^1 TOP BEARING TRUSS PARTY WALL i 7' 2 X 4 STUDS ON 2 SEP. PLATES X 4 WALL 8-i/2 "� WIDE BUILDING . `. ROOF SYSTEM SOUND RATED PRE-FABRICATED ROOF TRUSSESIC�OI AT 24" O.C. 7/12 PITCH TOP CHORD i2 \ 12 I T 5/12 BOTTOM CHORD 7' 7 T 12 PUTS - _-_----- - --- - _ —.__ - , rn � I I 1 12 • 7 - ROOF SYSTEM 12 iv v I I , 7 -- -7. 71 7• '-''� PRE-FABRICATED ROOF TRUISSES 1O ; UNIT C o� _ '" UNIT.D ;F - ROOF SYSTEM AT 24 O.C. 7/12 PITCH 7. ' „ BEDROOM PRE FABFUCATEO ROOF TRUSSES / ; I m !__ _ BEDRJ0�1 �`� �/ i LLY AT 24'• O.C. 7/12 PITCH -- -- — - -i.4. - - - ---- - --_- -J 5 IN G ATH PLA TE - _____ -- _ _ ' 2ND � eue.Fes. 12 _ --- - 2 X 6 STUD EXTERIOR WALL SHTo o 2 X 6 STUD EXTERIOR WALL UNIT UNIT B ` 1 - 1-HOUR FIRE RATED r ~ <<y i UNIT A 1-HOUR FIRE RATED t9 • i UNIT B ��-I � KITCHEN DINING - 2 X FLOOR JOIST W/ PLYWOOD � � � � � � iSTLIVING - - 2 X FLOOR JOIST W/ PLYWOOD ROOM LIVING KITCHEN 1MA 9'a - 111--j-All All 0n.-�. & 3/4" GYP. CRETE UNDERLAYMENT 011i & 3/4" GYP. CRETE UNDERLAYMENT � 891_ _ _ BEDROOM MSTR BURS s° CONC. RETAINING WALL �:*A* �a 1 UNIT A _ _ - 6" CONC, RETAINING WALL 1 ST - T-��°- - -_ _ -, C a tE i UNIT B 3`5" HIGH SHTe m UNIT A 3'-5 !iIGH co I I 11 ` r, � , � � � R VISIUNS UNIT B KITCHEN � � I I CID LIVING KITCHEN BSMNT - - - - DINING _ LIVING BEDROOM NISTR BDR� - -_ -- _ _ , BSMNT �_---- TYPCIAL EARTH BERM BSMNT- LO & - - --- - 3'-2" ABOVE GROUND eus FLOOR FINISH FLOOR TYPCIAL EARTH SEAM ` _ _ _ • -- 4„ 3'-2” ABOVE GROUND CONC, SLAB ON GRADE ELEVATION NO. �\ FLOOR FINISH FLOOR DOES 93C�_ OVER 6" COMPACTED AGGREGATE \ ELEVATION SCALE 1 8'-4 BASE & VAPOR BARRIER SC 6 BUILDING SECTION BRAWN B> "UF` 4 CONC. SLAB ON GRADE 3 BUILDING SECTION OVER 6" COMPAC TED AGGREGATE COMPUTER FILE A6.1 AGA I/8" 1'-0" BASE & VAPOR BARRIER 9302-A6A BURG SEC SHEF T A - 6 1 2Np a'!E p4UE 12320 COPYRIGHT 1994 i MST 94 0243 PAUL FRANKS ARCHITECT 30 o 55 JUL 2 2 1994 Mn1CFILMED 1 — (:l 4Sti 4MADE IN CHINA IN 161 1 11 1 1 1 a � i SG - IfAhithuT,:kk�fl'F>h ':r `y{. , r D CF�c. 14j zix- aro L) 7 , 2 Q � 0 CL LA. R14"FM JJATMR"11� , CAI ASSEMBLY PER DW REPORT NO. I SM-0 _ kJOA FM RATO R"_ (1)BABE LAYER 5/8'TYPE X GYP.WALLBD. i" ASSEMBLY PER 1000 REPORT N(,. 6632.0 Z APPLIED A RT.ANGLE TO TRUSSES l i l BASE LATER 5/8'TYPE X 6YP. W ALl B0. FAM O W/1/ TYPECOOLER,BOX W WALLED. APPLIED A RT.ANGLE TO TRL188E8 w Z 11)F OR!-i/4•TYPE 8 SCREWS 81 24"O.C. FASTEN W/Sd COOLER,BOX OR WALLB0. O S 2 (!1 TACE uvEA es/8•TYPE x 6YP.DOfr17 BOARD MALS OR S-1/4' TYPE 8 SCFeWS•24'O.C. (' fADTEN W/ad OR i-7/B'TYPE!BCREWD• 12 (1)FACE LAYER I5/6'TYPE X GYP.SOMT&CARO W e FASTEN W/ad OR 1-7/8' TYPE 8 SCREWS Q 12'O.C. FACE UVEA JOINTS OFF'8ET 21'PIIbM. �1'-1" Y 7 T - ----- 32.O.C. FACE DYER JUNTO OFFSET 24°FROM. BADE UVEA JOINTS. 1-1/2'TYPE G DRYWALL –--. -_- -- --__ _.._..--------- _-- _- IN aC1EW8 PLACED 2'BAS.(ON ETTF9F7i DDE OF BASE LAYER JOINTS. 1-1/2'TYPE a DRYWALL � IN FACE DYER END JOINTS. I SCREWS PLACED 2'BACK ON Ent"SDE OF / TAPE JOINTS C TEXTURE LT,ORANGE FEEL FACE LAYER ENO JOINTS. Q TAPE JUNTO C TEXTURE LT.DRANK PEEL C0 0 2'X 4 STUD WAIL - s 1 �------� -'W-_ �1 F- � W _ GABLE END TRUSS 2 X 4 STUD WALL '`___ GABLE END TRUSS L O Z -- PREFABRICATED ROOF TRUSSES -� W r-�s-"- _— .-_ PREFABRICATED ROOF TRUSSES -� __._ _ - ------�- W O (SHOWN pIAGRAMATJCALLY) __ (SHOWN DIAGRAMATICALLY) _ -- ATTIC 1_-- BEVEL WOOD SIDING W/ — - --- Q STAIRWAY 1- INTUMESCENT PAINT FINISH ----`— i-- - INTUMESCENT PAINT FINISH C3 ----- ------- BEVEL WOOD-SIDING W/ ATTIC FOR CLASS II FINISH RATING _ --$TAIR{wAY 2�- _ N STAIRWAY WALLS ONLY " _ - FOR CLASS 11 FINISH RATING Z z 20 MINUTE FIRE RATS=--- - STAIRWAY WALLS ONLY ENTRY DOOR �-- j - .� 20 MINUTE FIRE ENTRY DOOR 3 2" CONC. FILL W/ SYN, -- ---- --- -- °° A -8" 5' 8'-3" 4'-611 FIBER REINF. _ _ - 2" CONC. FILL W/ SYN, --� - --- .� \ — -- 2 CONC. FILL W/ SYN. FIBER REINF. i -a - OVER 5/8" ACX PIYWD. _ i-- - _- 2 CONC. FILL W/ SYN. c 'tel FIBER REINF. OVER 5/8" ACX PLYWD. -- ______ ___ -.- -- OVER 2 X 8's at 24" O.C. OVER 5/8" ACX PLYWD. �` FIBER REINF. Z UNIT D ------ - OVER X.8's et 24 O.C. �— -- -- T OVER 5/8" ACX PLYWD. - 2''0' p ____ OVER 2 X 8's at 24" O.C. V - m UNIT D _ _ OVER 2 X B's at 24 O.C. --_ n— - - —. �_ Zia 4. - T, S - --- 3'-6" HIGH STL. PIPE GUARORARJNG cJ at LANDING rn 1p �` 3'-6" HIGH STILI L. PIPE GUARDRANG - at LANDI14G � 3/4 HOUR FIRE RATED -------- �„J -._ - - 6 X 10 BEAM 3/4 HOUR FIRE RATED - 'Fe Fq� �- STA( MAY ENTRY DOOR `_�_.. y __— - _ _ 2" CONC. FILL W/ SYN. --�_� `` li ENTRY DOOR -`------ ----- 'In �j 1 _012 X 10 HORIZ. TRIM BOARD ;� _-_,_____ 6 X 10 BE AM FIBER REINF. _- _- .��Y - _ 0 swnON OVER 5/8" ACX PLYWD. m = cu - - / ~ UNIT ___ 1 HORIZ. TRIM BOARC 13' ��— 1-1/4" DIA. STD. STL. PIPE. ,,� OVER 2 X 8's at 24" O.C. -- ' - 2" CONC. FILL W/ SYN. _ „ 13 -9 , � HANDRAIL W/ MALLABLE IRON 1'-0 ---.---.. ___ - i-i/4 DIA. STD. STL. PIPE o TOP OF CONC. FILL uNl h A 4 Li _- -_ - HANDRAIL BRACKET, LAG SCREW FIBER REINF, _ ____ _ _ Z - - 1 r at LANDING m - r ____ .� _ __. INTO SOLID BLOCKING � OVER 5/8 ACX PLYWD, ° � / HANDRAIL W/ MALLABLE IRON - - —_ ., _____ HANDRAIL BRACKET, LAG SCREW — � OVER 2 x B's ar. 24" D.C. ��_,_ (�„ -_____. __ -__ T.O. SUB. FIR. -- --- _ ____-- INTO SOLID BLOCKING SHTG p !3'-9" c •-- Z TOP OF CONC. FILL 5'_8 1 at LANDING 6 X 10 BEAM WOOD STRINGER W/ a T.O. SUB. FLR. rST - _._ 2" X 12" X 36" PRECAST SHTG - -- - ----• -- ___-- • i--HR FIRE RATED --- o EXTERIOR WALLS --- _ - q� ats` 2'°` °N CONC. TREAD W/EXP. AGG. FINISH _ _- � j(/� --- WOOD STRINGER W ' Sq,__`_ -1S _ 2" X 12" X 36" PRECAST 3,'4 HOUR FIRE RATED 1-HR FIRE RATED ENTRY D00q -_-__ _._�._ m --- _ -' __ - - CONC. TREAD W/ EXP. AGG. FINISH - o EXTERIOR WALLS - ___ q�S at S,- -_-- `-- a-o' cv UNIT A I _ -.-- ,� � DATE , 1"M 13. 101 p�►� T.O. iv ~ k o t 4 -- ----- i - SLAG 3/4 HOUR FIRE RATEDm I -' -- q .. RE`V'ISIONS ENTRY DOOR - _—__—._ o UNIT A __ A CONC. SLAB-ON-GRADE �` _ I RtfFl1 TO CIYL OIIAWINB6 7T �_._______. ... _._.. __� N TOP OF CONC. SLAB at END OF SLAB NC. FOOTING-SEE STRUCTURAL 6'-0" 13'-5" STAIR RUN LOWER " " MNW FLOOR 8"AMN LEVEL LANDING SLOPE SLAB 3" TO END OF STAIR RUN - 1 VERT / 20 HORIZ. MAX. TOP OF CONC.100 TO cwt.aRAWINrao CONC. SLAB-ON--GRADE -- ,� 19'-5" SLOPE OF SIDEWALKS TYPICAL. STAIR RUN SLAB.at END OF JOB NO. 9302 "- CONC. FOOTING-SEE STRUCTURAL ---" E,'-0" 13'-5" \ ------ SCALE AS NC'ED LEVEL LANDING SLOPE SLAB 3" TO END OF STAIR RUN. i" VERT / 20" HORIZ. MAX. DRAWN Br HOFF 1 Y 5 - SLOPE OF SIDEWALKS COMPUTER FILE TYPICAL 9302-A6.2 STAIR SEC UNIT TYPE A & D NOTE: UNIT TYPE A & D - 1 `AIRWAY i SECTION NOTE: SHEET ow� ouA.L_ FlAll FLOW DLEVATD2 STAIRWAY 2 SECTION N A — 6m2 A •� 1/4% 1'-0" mr!A TO CIV MAWM FV40H FLOOR ELEVATION A6'2 1/4" = 1'-0" mu TO CIVIL MA WPM 72ND A', COPYRIGHT 1994 1NyT VENUE• 12320 PAIR_ FRANKS ARCHITECT 0243 31 OF 5.5 J 4 r IR�1� 1k' ct c� i J f_ 1994 M11CF10FILMED IIIIIII VIII I VIII 11111111 II 11111 111111 I VIII I 1III I 11 III VIIII III III ill 4MADE II I IN CHINA IN 161 11 1 S °v. , 6, } A FRkr�Y� �'N 0 f►/aSr11pi6TON CF .A' rj J V; r 1 �//�� W z ,3 x, Q 11) `01 a. LL. m ru ,�-- 14UAF79 HATED Fiff/ CFFIi1lJG ASSEMBLY PER Ego REPORT NO. 1x32-0 (1)BABE LAYER 5/a' TYPE X wm.h'ALLBO. APKM A AT.ANGLE TO TRUSSES FASTEN W/8d COOLER,BOX OR WAi i ` NAIB OR 1-1/4' TYPE 8 SCREWS O 24.O.C. O / (1)FACE LAYER 5/a' TYPE X SYR.SOFFIT BOARD CD FASTEN W/8d OR 1-7/8' TYPE 5 SCREWS a u j W 12 12'O.C. FACE LAYER JOINTS OFFSET 24-FROM. JZ BASE LAYER JONTS. 1-1/2' TYPE S DRYWALL O 7 r- �� SCREWS PLACED 2'BACK ON EITHER SDE OF C j' FACE LAYER END JOINTS. TAPE JOINTS C TEXTURE LT,ORANGIE PEEL Q ` W j w o GABLE END TRUSS z 2 X 4 STUD WALL -- - _-- _ � LL ---- _ Z PREFABRICATED ROOF TRUSSES _ LLJ (SHOWN DIAGRAMATICALLY) _____. __.. _.__._ .. ---`--_ �_____ A Q ATTIC _- ______�, __ _ __ _ _._. __-- _---- -- BEVEL WOOD SIDING W/ ii - �_- - - - -- - -- - ---- - INTUMESCENT PAINT FINISHSTAIRWAYz Z FOR CLASS iI FINISH RATING T_ @ STAIRWAY WALLS ONLY 20 MINUTE FIRE RATED ENTRY DOOR 7'-4"— 4'-61' 2" CONC. FILL W/ SYN. FIBER REINF. 2" CONC. FILL V41' SYN. m OVER 5/8" ACX PLYWD. - `� - --- ------- % FIBER REINF. OVER 2 X B's at 24" O.C. "` ' "" '-`-T ' OVER 5/8" ACX PLYWD. UNIT 1.- ` -- OVER 2 X B's at 24" O.C. 4 - 2,-O' -2N -- - _ _- _—.-- n-- __ _9 3'-6" HIGH SIL. PIPE GUARDRAILING at LANDING �S 6, _ 3/4 HOUR FIRE RATED -- - — --- - �1�Fq�s' _ Cu - STAIRWAY ENTRY DOOR _ -` _ - _ _ - -- ;�--- 6 X 10 BEAM SECTION QC/'1rTION `-�___... -~ - - � - 2 X. 10 HORIZ. TRIM BOARDUNIT A QQ 1-i 2" CONC. FILL W/ SYN. - -----, i'-0 - - /4�� DIA. STD. STL. PIPE FIBER REINF. �- - o clu i HANDRAIL W/ MALLABLE IRON Q OVER 5/8ACS: PLYWD. HANDRAIL BRACKET, LAG SCREW OVER 2 X 8's at 24" O.C. INTO SOLID BLOCKING Q TOP OF CONC. FILL Z at LANDING m T.O. SUB. FLR.- �+ mf SHTG - - - ..... ---b 6 X 10 BEAM .16 _ �! WOOD STRINGER W/ i-HR FIRE RATED —; 2" X 12" X 36" PRECAST qS 2-0fNnI CONC. TREAD W, EXP. AGG. FINISH EX fERIOR WALLS -- — — �j —..—____ q� df m st5"�. DATE VA V 1 j, t 3/4 tIOUR FIRE RATED _ - o --------------- ---- Fq -----.-- i REVISIONS ENTRY DOOR - UNIT A BSMTT.O, iv � SLAB Fl4ati FLOOR ELVATDM \CONC. SLAB-ON-GRADE RllOI TO CIVL au,wlree TOP OF CONC.r � � SLAB at END OF JOB N0, 9302 CONC. FOOTING-SEE STRUCTURAL 61-0" I 13'-5" STAIR RUN SCALE AS rvO.E.. LEVEL LANDING SLOPE SLAB 3" TO END OF STAIR RUN \�- i" VERT / 20" HORIZ, MAX. DRAWN BY HOF 19'-5" SLOPE OF SIDEWALKS COMPUTER FIE TYPICAL 9302-A6 3 STAIR SEC UNIT TYPE A & 0 NOTE: SHEET 1 STAIRWAY 2 SECTION ER FLOW LEVEL A6A6.3 FINW FLOOR ELEVATION A — 6.3 .3 1/4" = 1'-0" REFER To CIV L DRAWINGS 72ND AVENUE, 12320 OF 65 COPYRIGHT 1494 MST 94-0243 L PAIR_ FRANKS ARCHITE07 X.c A Vol 'i ar r.. R' -.. .w .M,:.+rwer •n-�k ��r. rnal'"_ F'P'Nnl#lY�g1 MN +4F d 4 AYr s ��' To'.7q'�iAr,"�en�p}ir, yf ,.. N JUL 2 2 1994 MICROFILMED I � Illf ! VIII VIII IIIIIII 11111 11111 11111V III VIII 1111111II A 1111111 1 F,IiMJt- .lam 4MADE IN CHINA IN 161 11 1 I`ILWiiGl ASS HOOF ItrG I! A9SfM RATE S LASS ROOFING SHINGLES OVER 1-HR. FIRE RATED ASSEFIBERGLASSROOFING SHINGLES OVER f-tW FI - ' NE !) fit.`i �,� SI NG ES 0! R ROOF FIBERGLASS ROOF SI i S T HING G Stfa17i1NG ROOF 6HEATHING % ( I.C.BA. REPORT N0. 1632 FIBERGLASS I I.0-H,0. RF.POAT PN) 1832.f)) 26 GA. GALV. SHT. MTL, RAKE DRIP EDGE 1101123•VAS.ROOF TRUSsn•24•o.c. 26 GA. GALV. SHT. MTL. RAKE DRIP EDGE-'"r, � rR[+As WORT rRuldes a rr••QX � FLASHING ` FLASHING f - / - ,� W'I Y OOOERIBO 1 ,401 OSH OR �$ -- 2 X 10 dL0CK1N(i BETWEEN TRUSSES (21 LAYES�a/B• tYP!x GYP. wAt LA). rwowAl. I OOOE rs.�-sau.ArtAr WAFERHOARDI APPLIED 6 RT..AMJ To TRIwsES. z �' ROOF SHEAT►lING WIfRE i'-6 1.41 1 � 2 X B FASCIA OVER 2 X 6 - f - ,D / _-- "K LAYM FASTOM w/ed 000LFA sox on WALLA). 2. X 8 FASCIA OVER 2 X 6 • • SOFFITEXP05E7) SIMPSON H3 Q EVERY OTHER TRUSS NAL/0011-1/48 TYPR S SCREWB 0 24.O C.,FACE LAYER W/ - _-- �/, Tai LA MM 51r I fM x WfP WALLM. N /!!E 2 X 8 TRIM HOARD __ _ s d 01111111-7/8'TYIti 9NNW@• 12'D.C. 2 X 8 TRIM BOARD �- 'I; AP'RXD 0 RT.AdIRl P° TRAM WA3i,"TQN FAM BAN LAYIN FASTWD w/w r.Op M/OX CM W MIM 2 12" RAISED HEEL IA. � L.AYOILAi♦�T2. /-s/2•rnET•40RYF�sa1EwS PLACED 2• NAL2 00 I-1/4' TIDE•KWWS GI 14.O.C..FAa..LAYM W/ / 266 G d OR 1-7/� TWE•�Xw1 a Ir O C TRIS _ • GABLE END TRUSS W/ VERT, STUDDING - BACK ON W�SSI[OF FACIE uroT wD JOINTS �__ ' � TAC!ura,rosrTs Or'►r[T 2.• GABLE END TRUSS W/ VERT, STUDDING TION SAM CF Q i6" O.C. W/ i/2" GYP. SHTG. , a 1E" O.C. W/ 1/2" GYP, SHTG. , LAYERJONTS. 11/r TYPE•CWYwALL KKa[WD pLAM r BUILDING PAPER & BEVEL SIDING - _ BUILDING PAPER & BEVEL SIDING - BACK ON orrER MR Or FAQ L'YM uo JCBwTS 2 X 4 BACKING GUTTER Q � --- 15 _ 2 X 6 BACKING f i-HR. FIRE RATED ASSEMBLY - �--_ --._�� _. 2 ( LC.B.O. REPORT N0. 1632--D) - 7 _ VAULTED CEILING OPE 1,`16 :' F T. � ►.. I PREFAB.ROOF TFx188F.8 0 24'O.C. LENGTH TOWARDS DOWNSPOUT � THERMAL LODGE PLL NSIA.A f1pN �- �- `- DBL, 2 X 4 TOP PLATES CRIPPLE STUDS VARY IN 2 X 6 FASCIA ►s-I TO FOLLOW BOTTOM OF VAULTED CEILING C0i121 LAYERS 5/6• TYPE x eYP.WAI I N A1P1JE0 0 RT.ANGLE TO TiKMES. 2AIE LAYER FASTENED W/Bd COOLEST,BOX OR WAU 11D, 2 X 4 SOLID BLOCKING �v HI NAILS OR 1-1/4' TYPE s SCREWS•Q4'O.C, ,FACE LAYER W/ ~ TRUSS MFG. (VENTED U) •d OR 1-7/e• TYPES SCREWS• 12'O.C. �� I IA BLOCKING NOT FERMI T TEE) " m FACE LAYER JOINTS OFFSET 24•FRO►+BASE u � ST FLOOR -, LAYER JOINTS, 1-1/a'TYPE G DRYWALL 9MWs PACED 2' u-i �. JACK ON QTMERBl7E OF FACE LAYER END JONN LnTS CD I� T + I m ` - TYP_ ALL p( it I f4 1-HOUR FIRE RATED PER U.L. w m o Q 1-HOUR FIRE RATED PER U.L. '-'� --- DESIGN N0. U026 � �' 5 B TYP X GYP. WALLBOARD .. `�_� lu DESIGN N0.OVER O eEVEI sns+e OVER BLDG.PAPER 5/S" TYP X GYP. WALLBOARD KCAL EXTEF" it 5/8" TYP X GYP. WALLBOARD � .• S BEVEL�s°�O-D8 '''� CLOSED CELL FOAM SILL SEALER UNDER 2 x 4 STUDS• se•O.0 W/ i-HOUR FIRE RATED PER U.L. 2xeSTuae� iS•a.cW/ PLATE TYP. ALL EXTERIOR WALLS 1/2 GYP.WALL sfATN>HS 7 �' /' 1/2 GYP.WALL SHEATHING DESIGN N0. U026 � - CLOSED CELL Fpaht SILL SEALER UN'JEA PLATE TYP`. MATT r�euLATx>N 7.i / 7 GST BEVEL BI`"OVER SID8•PAM �� ALL EXTERIOR WALLS W 7, 2 X 5 STUDS 0 18 O.0 w/ / I/ - t/2'GYP.WALL SHEA THNG __ __- - -. -- -----.--------_..--- -- -- ------ / .�� p " i6D Q B O.C. RIM JOIST ` BATT DJ&d.ATION z ~ 160 0 8" O.C. RIM JOIST - ---._ -- - ___ _ -�_ TO TOP PLATE ---- .� � L TOP OF SHEATHING m TO TOP PLATE ---- -- W/ GYP. SHEATHING OVER ' �s n 160 0 8 O.C. RIM JOIST`--- „ � a W/ GYP. SHEATHING OVER ` ;� � � o • TO TOP PLATE Z , TYp. F1��/ -nom: -��- - - W/ GYP. SHTG. OVER TYP. -- TYP F71.��1 / CE1>ih�• a� 2 X 10 HORIZ. TRIM BOARD - --`� 1-HR. FIRE &SOUND RATED ASSEMBLY 2 X 10 HORIZ. TRIM BOARD I ` BACK PRIMED _ (LC.B.O REPORT NO.343") STC>50,DC>50 BACK PRIMED LYP_ A-mi1/ �,>� _ y4•oYPSU►)COW.I)NOERLaY>4ENT i-HR. FIRE 6 SOUND RATED ASSEMBLY � � � •� 4 X 6 HEADER -- -- ---T I-HR. FIRE & SOUND RATED ASSEMBLY (I.C.B.O REPORT NO. 3433-G) STC> 50, IIC>50 c� �+ 4 ILC.0.0 REPORT NO.3433.81 STC>50.DC>50 3/4•GYPSUM CONC.UNDERLAY04NT 9 ry .� •+ 5/s•T o 8 PLYWOOD FLOOR 8HT8. a/4•GYPSUM CONC.UNDEMAYMENr --4 X S 2 HEADER UNLE55--- 1 . FINISH GRADE SLOPE AWAY FROM 7. 81 8 NAILED PER STRUCTURAL , BUILDING I% 4/Q'T C G PLYWOOD Ft 04R BMTG - "- 4 C✓e'T s G PLYWOOD FLOOR SHTG. OTHERWISE NOTED "U GLUED G NAILED PER StfTUCTURAL Q 2 X 10 FLOOR JOISTS•to,O.C. TYP. GLUED a NALED PER STRUCTURAL MIN. 5'-0 „ s/2•DEEP x s-s/z•wD>E No.25 9A.REs1,FSJr 2 X 10 FLOOR JOWS O 16'O.C. TYP. FURRING CHANNELS •24'O.c.FAs(ENEl) - _ ------T--�- �• � 2 x la FLOOR JOISTS o 15•D.C. TYP. o ~ tLl m 1/2"DEET'X 1-1/2' WOE NO.25 GA.RESILIENT * TO JOIST W/1-f/4'TYPE W DRYWALL bCREWB 1/2•DEEP X 1-1/2'WIDE NO,25 GA.REBLENT � FUiiNB f�iAP1Q 8 •2!'O.C.FASTENED Q. ' = i12iE18 CHANNELS •24'O.C.FASTENED /n n i TO JOIST W/1-1/4'TYPE W DRYWALL - y SCREWS 111 LAYER t1/r TYPE X GYP.WAl1JSD. W/i' TO JOIST W/ 1-1/4'TYPE W DRYWALL SCREWS H WINDOW `- - ----_-_----- -`- in I E (11 LAYER 5/s' TYPE X GYP.wAIJ.w. W/1' N TYPE s SCREWS E 12'O.C. I N ', Q1 (1)LAYER 5/e'TYPE X GYP.WAI I . W/i• J TYPE B SCREWS O 12'O.C. ul I 2-1/2'FIDERGLASS ACOUSTIC INSULATION• TYPE a BCIEWs•12'O.C. I n m ` °D � 2 X 10 HORIZ. TRIM BOARD 2-1/2'F>sE�LABB ACOUSTIC r SIA-A pN r W 7 i KITCHENS G BATHROOMS ONLY 3 In " Z-1/2'FMER GLASS ACOUSTIC INIMATRON O \+ BACK PRIMED �� KITCHDJB 6 BATtii00M8 ONLY CONC. FOUNDATION ---- 1, s 2 X 6 P.T. S0.L OVER CLOSED CELL SILL KrTCHFNe c eATR�ooMG ONLYcn �\ 7 2 O BEET STRUCTURAL ( chi !�` SEALERING WALL to BASEMENT .� �\ 7 � W ��•I !� ` 1 S T FLOOR c t a �- MEMBRANE WATERPROOFING --�------- {*' •�-Q' � 2 X 4 P.T.P.T, SILL OVER CLOSED CELL SILL � Y �-----�-�-_ �Y' O OVER RETAINING WALL FROM �_ SEALER TOP OF WALL TO TOP OF FOOT G , _ cc < A DRAIN ROCK BACKFILL- FINISH GRADE-SLOPE .1 (D% i 7 cy -- TO BOT. OF FOOTING AWAY FROM BLDG. N / X 4" DIA. PERF. DRAIN 4" CONC. SLAB OVER 2" LEVELING - J` ---��---'}� W Q SAND OVER VAPOR BARRIER 4 X 6 HEADER -- - I u- O W/ FILTER FABRIC WRAP 4" CONC. SLAB OVER 2" LEVELING ., FINISH GRADE SLOPE AWAY FROM = LU SLOPE TO DRAIN 1/8- / FT. SAND OVER V APOR BARRIER _ - - o > BUILDING I% MIN. _ , N Q CONC. FOOTING - _ :;:: _ : .......�.�...Y.. uj SEE STRUCTURAL 6 COMPACTED ROCK BASE - -- ---5-0 __.__-- - � _-� a N . . . . Z _ D o C11 4" DIA. PERF. DRAIN 6" COMPACTED ROCK BASE ---- _ n W/FILTER FABRIC WRAP \ - 1 " In BASEMENT FLOOR TYPICAL EXTERIOR WALL SECTIONSLOPE TO DRAIN i/B" / FT. --" -- 3 CJ i _ ui CID cli _ CONC. FOOTING LID :-HOUR FIRE RATED CONSTRUCTION SEE •S'i RUCTURAL 3C m 2 CONC. FOUNDATION 1,_0 In i 2 X 6 P.T. SILL OVER CLOSED CELL SILL 1 o RETAINING WALL ' SEALER SEE STRUCTURAL i+) EXTERIOR WALL SECTION MEMBRANE WATERPROOFING - $ 6" OVER RETAINING WALL FROM 2 Q STORAGE TOP OF WALL TO TOP OF FOOTI G 4" CONC, SLAB OVER 2" LEVELING A7.1 3/4" = 1'-O'• EARTH BERM DRAIN ROCK BOT OF FOOTING L! - SAND OVER VAPOR BARRIER i-HOUR FIRE RATED CONSTRUCTION �� aD �• . CONC. LANDSCAPE CURB W/ 1/2" RADIUS EDGES 4" DIA. PERF. DRAIN - 6" COMPACTED ROCK BASE 'ON� (1) # 3 REBAR CONT. W/ FILTER FABRIC.WRAP SLOPE TO DRAIN 1/8" / FT. 24 GAGE REFER TO LANDSCAPE PLANS r< PRE-FINISHED FOR LOCATIONS P SHEET METAL `'\ FLASHING CONC. FOOTING - - FLASHING SEE STRUCTURAL DOUBLE "S" SEAM FIASHM 3 TYPICAL EXTERIOR-WALL SECTION 1" SHEET METAL_ FLASHING 2 X 6 STUDS- A7.1 3/4" 1'-0" N _ _ s QR - TOP OF FLOOR - - S� ' I TYPICAL FLA8�uNB STAIRWAY i-HOUR FIRE RATED CONSTRUCTION SHEATHING SHEET METAL _ ( ----- lr - FIBERGLASS CAP SHINGLES 2 X 10 HORIZONTAL TRIM \ FLASHING i PAINTED FINISH BEVEL SIDING.OVER 1/2" 2X 6 STUD EXTERIOR GYP. SHTG. -�- BOARD. BACK PRIME PRIOR ` I �� TO INSTALLATION, INSTALL OVER CONT. SHEET WALL / CONT. RIDGE VENT FASTENED �� , ix too 0 EA. TRUSS, 18 S0. IN. PER METAL BUILDING PAPER �--- •• _ - ' CLEAT ANCHOR - �' / FT. VENT AREA /� :)A TE y .-� � �� FIBERGLASS SHINGLE HOOFING _ TO CONC. �--� Ln - 3 -5 TOP OF CONC. RIM JOIST- - - -- --- -� �` REVISIONS 1 X 4 CORNER BOARDS --_� OVER BEVEL SIDINGPLYWOOD ROOF SHEATHING FINISH EARTH - . . `--_ •- . - .• .•. . . GRADE / 2 X 2 CORNER BOARD - : ;• I �` BEVEL DRIP EDGE ./ \. ' CONC. RETAINING --•`'� CONI INING WALL -- FOUNDATION : ' �.-•l WALL AIR SPACE \ OPENING j� JOB N0. 9302 / SCALE 5 / SEALANT A� NOTED Q DRAWN BY HOFF F 60.00 -'' COMPUTER FILE f 1 1/2" U) CUT SHEATF0G 0 RIDGE 9302-A,.1 h'ALL SEC o OUTSIDE CORNER WALL & CONC. ROOF TRUSS SHEET - q RETAINING WALL FLASHING S RETAINING WALL INTERSECTION g CONT. ROOF RIDGE VENT 3/4 7.1 A7•1 1-1/2" _ , AM e " 7 HORIZONTAL TRIM BOARD A - 7al 1 _0" 1-1/2" 10 7.1 3" c V-0" 72ND AVENUE. 12320 COPYRIGHT 1994 PAIL FRANKS ARMTEC' MST 94.0243 33 OF 65 JUL- N 2 1994 Mlc FILMED ( 111111 VIII VIII 11111111 I 1 11 ! 11 1 11111 11111 11111 i 1111111 I VIII 111 1111 1 FIwx- (AAM 4MA DE IN CHINA IN 1 1 1 i 1/0' FIA#ill 5 TRIPE AT EACH 3 T llil LIME FIBERGLASS Fi00F1)�G 1/2" GYPSUM WALLBOARD OVE14 BASE LA/E;i OF \ iI•''� SHINGLES OVER BATHTUB IqA GYP WAuaOAFc �\ 1`� 7 �►•� NaILI!'�G FLANGE T T.ATTICOSAFT STOP: - �' ROOF SHEATHING INSTALL SEALANT L*TWFfN nA"iQ � : '• 0 1 PRE-fAB.GABLE END �_, FI ICNGE A?rb FINiS11 LAYER Of SPP. -.- WAII.BOAF"Y WAIL:$D e 4 BES«t/, ROOF TRUSS W/ 2 X 4 ATTIC Y�aJ ZJ FIBERGLASS ROOFING VERT. STUDDING Q 24" O.C. Ty e FniOF� � � y C014TRACTOR W1 f/2 GYP. WALLBD SHINGLES I f-HR. FIRE RATED A ,S£MEiI_Y -BEAD WALLBOARD TRIM PW 4-f ROOF' TRUSS Q 24" O.C. --•.�- •�'' OR GYP. SHEATHING `\�� / W/ 112" GYP. WALLBD - (1) SIDE ( I.C.B.O• REPORT N 1632-D) A " EYPOSEL EDGE COWF OR GYP. SHEATHING �� ROOF SHEATHING ( !f I SIDE PRE-FAE.ROOF TRUSSES•24.O.c SEALANT-ACID TYPE SILICON REO THERMAL 1pf>♦F FILL INSULATION 1 RUBBER BY PLUMBING ` SiJBCOI'TRACTOH _ _.__ �;' - (2)LAYERS a/e• TYPE x ow.WALLsD. GYP. WALLBOARD- � APPLIED &RT.ANULE TO TRUNKS. TAPED BEHIND BATHTUB �: w MSE LAYER FASTENED W/Ed COOLER,BOX OR WALUD.NA" OR 1-1/4' TYPE 9 SCREWS 8 24'O.C..FACE LAYER W/e d AITIC TYP2CAL 0D0 /2-y d ABY DBL. TOP PLATES " OR 1-7/E'TYPE a ECREwe• 12.O.C. i` FACE LAYER JOINTS OFFSET 24'MON BASE 5 1-HR. FIRE RATED ASSEMBLY 2 X 4 CONT - ----_ —._ - ---' LAYER JOINTS. 1-1/2•TYPE a DRYWALL SCEW8 PLACED 21 ( I.C.B.O. REPORT NO. 1632-0) 2 BLOCKING F- BACK ON m►+-+ON OF FACE LAYER ENE.OI Nre 2 X 6 BLOq(IN6 _ � PRE-FAS.ROOF TRUSS"s IFIERG_ASS 24•D.C.o.c. � BATH"'18 W SftOwEa TFR@iMAI BATT INSULA TM r,Is, 2ND FLOOR 2 x 4 CRIPPLE STUDS =+ (2)LAYERS 4t®• TYPE x SVP. WALLEO. ,R - 2 X 10 BLOCKING Q 24" O.C.. t Q !6" O.C. AFPLED SI RT.ANGLE TO T IUSM. 1 5 SAGE LAYER FASrD*D W/ed COOLER,Box OR wALIM. - EA. SIDE OF PARTY WALL 3 BATHTUB NAILING FLANGE NAILS OR.1-1/4' TYPE a SCREWS a 24'D.C.,FACE LAYER w/ `' .: - L--BEAO A T EYPOSED EDGE 12 e a OR 1-7/4'TYPE e saREwa Q sz°D.C. _ f FADE LAYER JOINT'S OFFSET 24'FROM BASE � � � � \ )(" )C�T �' ? DBL. TOP PLATES - 2 LAYER JOINT'S. 1-!/2'TYPE 8 DRYWALL SCREWS PLACED 2' '�_ _ )� _ )( ( �( ` _` ', T BACK ON EITHER SDE OF FACE LAYER END IDENTS JYP_ iltTLLsILHft 1/2w GYPSUM WALLBOARD cry 2 X 4 CONT BLOCKING i-HR. FIRE 6 SOUND RATED ASSEMBLY ILISTALL SEALANT BETWEEN NAILING OF (I,C.B.O REPORT NO. 3433-G) STC> 50, EIC>50 OVER BATHTUB FLANGE AND FINISH LATER OF GYP. w 2NQ FLOOR LOCATE JOIST -� NAILING FLANGE / WALLBOARD-BY WALLBD. UNDER PARTY WALL E/4'""CEMENT UNOERLAYMENT CONTRACTOR z 2 X 10 BLOCKING @ 24" D.C.. s/8'T 9 8 PLYWOOD IR.00R SHTe. = Q I --- --- 2 X 4 CONT. BLOCKING --- E21 - TRIMEA. SIDE OF PARTY WALL GlJ*0 C NAILED PER STRUCTURAL ;: L B AD WALL80.'. E RD AT EXPOSED EDGE Z 2 x 10 FLOOR JOISTS SI ie"O.C. TYP. / O r't ul 1/2'DEEP x f-1/2" WVE NO.25 8A. / SEALANT-ACID.TYPE SILICON A,/ J �_ IST Q�t ll� � _ I IENLENT FURRING CHANNELS o 24"O.0 65 RUBBER BY PLUMBING //�� I,i �ii `7 FASTENED TO JOIST W/:l-1/4'TYPE W /�' SUBCONTRACTOR 0 . 14. N I / f--HR. FIRE 6 SOUND RA';ED ASSEMBLY fT� GYP. WALLBO. FIRESTOP , __-�-�-� DRYWALL ecREwa GYP. WALLBOARD- (I.C.P.O REPORT NO. 3433-G) STC> 50, IIC>50 b Q 10' 0.C. MAX. HORIZ. I TAPED BEHIND BATHTUB ` 2 X 4 CONT. BLOCKING w FASTEN TO STUDS m (1)LAYER 5/8"TYPE x GYP.WALLSO. fV = 3/4'GYPSUM CEMENT L*&WLI,YMEMT ~ W/1"TYPE S SCREWS Sl 12.O.C. CD I S/e'T 0 6 FLYw000 FLOOR 1iHTR3. 0 2-1/z"FIBERGLASS ACOUSTIC FIBERGLASS �� GlJM a NAILED PER STRLCTLI RAL •-L2QB, NSULATION a Krrc v4s G SATMROOMa BATHTUB OR SHOWER ONLY - Q / 2 x 10 FLOOR JOISTS! IS'O.C. rYP. ' 1/2'DEEP X 1-1/2°WIDE N0.213 8A. s� + - ` T raPEo c FASTENED TO JOST w Tt GYP. WALLBO. FIRESTOP DRYWALL sCREwa BATHTUB NAILING Q 10' O.C. MAX. HORIZ. m ------ TME'. PARTY WAIL_ q FLANGE—PLAN VIEW i� z FASTEN TO STUDS W/LAYER eJe TYPE x GYP.WALLED. I-HR. FIRE 6 SOUND RATED ASSEMBLY O w♦ f < w/1•TYPE a eCEwa s2•D.C. F- (OWENS-CORNING FIBERGLASS TEST A7.2 6" = 1'-0" LL) w s PLYWOOD SUBFLOORING O !/�•F1�AiBL.AaS ACOUET71: NO. OCF448, STC 56)� __ o - - INSULATION W-1/2o •KITCHENS o IIAT}/ROOMS z x 4 S se•D.C.EA.SrDE y� R-38 FOAMGLAS INSULATION 0 CUT BETWEEN UNITS TYPICAL �� ONLY I— :ATT W.3 1/z•ACOUSTICAL BOARD ADHERED W/ PC-55 Q Q i I BATT INSULATION STAPLER IN PLACE 2 X 4 BACKINGADHESIVE BY PITTSBURG — ROOF TRUSSES ------- -�\� m a/e•TYPE x GYP.wALLBo.EA,WE w/ CORNING CORP. TO � a . 1 1 5� -� __. 8d COATED 1-7/8•NA>l9 a O.C. 5/8" GYP. WALLBOARD @ 24" O.C. iii I IST FLOOR r _---r Ste- ABTY WALL* r _� 8 1/ �, BASEMENT i / LOOSE FILL W 0 z 1-HR. FIRE 6 SOUND RATED ASSEMBLY 2 X 4 BACKING ATTIC INSULATION (OWENS-CORNING FIBERGLASS TEST _ zO 2 X 4 CONT. BLOCKING —� �� — 4" CONC. SLAB W/ SYN. REINF. > I .� aI 2 X 4 CONT. BLOCKING -----�- � NO. OCF449, STC '�6) AT EIC >w i FIBERS OVER 2 LEVELING tris Q z a CD 2 x 41•se•O.C.EA,SDE 5? ----- ------- -- SAND OVER UNDERSI.AB ¢ _ z z STAGGERED E',3.1/2'ACOUSTICAL , ,z - VAPOR BARRIER-CONT. UNDER i C1J e w BATT INSULATION STAPLED IN PLACE m - • 2 ~ 2 X 4 SOLE PLATE '' �` THICKENED FOOTINGS _ - PLYWOOD INSULATION7[ � - BAFFLEI4) SIDES OF B/e'TYPE.x GYP.W ALI.sD.EA.WE W/ �+ ~ Z \ -— ' _ 3 a>• Rd COATS 1-7/8"NAILS•r D.C. ' " \ ATTIC ACCESS 81 , a (n J a. G" COMPACTED ROCK BASE S ' BASEMENT o BASEMENT LA_ \�-�`--- —Y--- _----- 4" CONC. SLAB W/ SYN. REINF. CONC. FOOTING- N - 2 X 4 SOLE FOLATE - - FIBERS OVER-2" LEVELING - - SEE STRUCTURAL _ ATTIC ACCESS GYP. WALLBOARD SAND OVER UNDERSLAB • VAPOR BARRIER-CONT. UNDER -~ 22" X 30" 141 SIDES 2-1/2" 30 MIN. HEAD CLEARANCE REl;1UIRED HIGH TO SUPPOP•T m THICKENED FOOTINGS " BASEMENT ACCESS COVER PARTY WALL SECTION m \ TYPICAL 1-HOUR PARTY WALL� G" COMPACTED ROCK BASE 7.23/4" 1'-0" CONC. FOOTING 5 ATTIC ACCESS PARTY WALL A7.2 1° - 1'-0° • ��OI\S SEE STRUCTURAL 4 FIBERGLASS ROOFING -- -- SIMPSON H3 @ EVERY OTHER TRUSS `l ,_f 1/2" GYP SUM WALLBOARD OVER SINGLES OVER ROOF ::' ----- A7, �- BATHTUB 6 SHOWER NAILING FLANGE -- TYPICAL RDI 1 GEti_�16 �2�uw Y TYPICAL PARTY W SHEATHING .1 12 1-HR. FIRE RATED ASSEMBLY ALL FRAMING D (1) LAYER 5/8" 'YPE 1'-6" 7 ( I.C.B.O. REPORT NO. 1532-D) DETAILS t X.GYP. WALLBOARL 7 1-HOUR PLYWOOD ( NOT OSB OR r -- _ �- 2 X 4'S @ 16" O.C. STAGGERED PARTY WALLS-NO TAPING REG :) WAFERBOAROi i ini \'k PRE-FAS.ROOF TRUSSES a 24•O.C. s WHERE JOINTS OVER FRAMING ROOF SHEATHING WHERE q % = l�.4FT''I! WALL SECTION l2)LAYERS a/e•TYPE X 3;P. WALLBJ. BEHIND BATHTUB 6 �HOWEP, SOFFIT EXPOSED _ APR" O RT.-ANGLE TO TRAM". 1 TYPICAL i-HOUR PARTY W ALL _ 17 BASE LAYER FASTENED W/Sd COOLER,BOX OR WALLeo. " > FIBERGLASS BATHTUB 6 SHOWER PRE-FINISHED GALV• SHT. ---J NAILS OR 1-1/4" TYPE 9 SCREW'S @ 24"O.C.,FACE LAYER W/ 4 � 12 e d OR 1-7/e• TYPE S SCREW11 12.O.C. 1 1 2 _ 7.2 3/4" = 1 -C %� - 1/2" SOUND DEADENING METAL FLASHING SHINGLE ' FACE LAYER JOINTS OFFSET 24'FRIOM BASE AIR SPACE — 8" X 7-5/8" BENT 4" ` BOARD UNDER TUB AREA ONLY LAYER JOINTS. 1 1/2' TYPE G DRYWALL SCREWS PLACED 2' BACK ON EITHER 9JUC(�FACE LAYER END JOWTB (SPEC. 06115) GUTTER - % SLOPE 1,'16" / FT. TO F.O.S. CCS PARTY WALL TO F.O.S. Q PASTY WALL* 1-1/2" VINYL COVE BASE Q TOWARDS DOWNSPOUT / -L-� ' TUE 6 SHOWER ` 2 X 6 FASCIA --.-------- 2 X 6 FIRE BLOCKING DATE $AY J3, at ROOF LINE _ - 2 X 4 BaCKING 2 X 4 SOLID BLOCKING BYY— REVISIONSS TRUSS MFG. (VENTED BLOCKING STAIR-WAY- 2 X b STUDS C@ 16" O.C. - -� NOT PERMITTED) �_-- %' - 2 X 4 BLOCKING �.�. 2 X 4 CONT. W/ (2) 16d Q EA. STUD 1 ✓ / TYPICAL JMW /_ j TYPICAL EXTERIOR 1-HR. FIRE RATED ASSEMBLY 2 X 6 STUD WALL. GYP. UNDERL.AYMENT (AFTER I LC.B.O. REPORT N0. 1632-0) \ / \� JOB N0. 9302 TUB INSTALLATION; PRE-FAB.ROOF TRUSSES•24'O.C. SCALE AS `.C'ED DELETE GYP. UNDERLAYMENT-UNDER ROOF TRUSS BATHTUB 6 SHOWER (U. QRAWN ®1 'TOFF LOOSE FILL INSULATION 6 •�`• I_. DESIGN --- ' •' ' IST LEVEL --� 1•i/2 COMPUTER" '� CONCRETE FOUNDA"ION RF CEH FILE - - NO. L513 FOR f•-HR. ASSEMBLY) 6 (2)LAYERS 5/e• TYPE x GYP.WA11dD. - - 4:.MPUT 2 PARTY' w'ALL WAL,_-SEt� STRUCTURAL \' APPL�D •SI RT.ANGLE TO TRLISBEZ. _ _-j -- 2-1/2" FIBERGLASS ACOUSTIC BASE LAYER FASTENED w/ed COOLEIL Box OR WALLED. SHEETINSULATION Q KITCHENS AND NAILS OR 1-1/4• TYPE a ecREwe s 24•D.C.,,FACE LAYFA W/ BATHROOMS ONLY E d OR 1-7/e' TYPE a SCREWS s 12'o.C. PARTY WALL 0' ROOF RAKE LAS RIO'ER NNTe A'-1/2TS`"'YPe 24'R WALL SCREWS PLACED 2• TYPICAL WALL FRAMING DETAIL, 10 PARTY WALL A - 7m2 6 BATHTUB AT PARTY WALL f+!;E,'�,GLEE OF FACE LAYER END JONrs 7.2 7 2 LEVEL TO 3 LEVEL BACK 8 AND EXTERIOR WALL 72 1" COPYFUGHT 1994 a -0" '2►+;'; r. /f NUE 12320 . PAUL FRANKS AfiCtUTEi T III=,T 94-0243 "s4 ' F +,S , rti •,San..° JI)l ci n Ir(1n I - t IMIUMFILMED�F111lR— ULJ18b4MADE IN C111P4A iN 161 11 j Flt3Ef�,LASS )i(K)FING � FIBERGLASS ROOFING Rn SSHINGLESOVER R(lUF '_. , :NINGLES OVER ROOF p Sttl:ATHlNG SriEA THING ~ ^.�. BOTTOM CHORD OF TRUSS /`. FLOOR / CEILING ASSEMBLY c.(LOCATION REOUIREA TO CLEAR4, PI_YWU13D ( NOT USi3 OR `, !� PLYW')00 ( NOT OSB OR �� 12 !'�� UVEA 2ND FLOOR JOISTS AS SHOWN) WAVERBOARD) ' $ \ 7 WAFERSOARD) • 1 • 11 (''- ROOF Sh'EA THING WHERE 1' F'" \ __ N 8EIlJrE ltiE ROOF SHE A THING WHERE _ I r1 A S�+IG 7 SQF�I T EXPOSED SOFFIT EXPOSED r Z ON '� ► ci 2ND FLOOR JOISTS r� 12" RAISED HEEL '` >ATTIC -- 2 X 10 BLOCKING BETWEi-,N TRUSSES 12" RAISED HEEL - i S TRUSS ,�. r'f FURREDCEIUNG .y r TRUSS -- � .�- _ 2 X 4'3 @ 24" O.C. �. CF + ` - lml II mo 5/6" TYPE X GYP, WALL BOARD 1-HR• FIRE RATED ASSEMBLY ANIZINU OVER-RC CHANNE.S @ 16" O.C. ( LC.B.O. REPORT N0. 1632-GI �� 1•-HR. FIRE RATED ASSEMBLY ------ Q - ` l LC.B.O. REPORT N0. 1632-D) Y. 4 BLUCK104G GUTTER __- '. PREFAB.RoaF rRlxaBEB 24.O.c. cr- ' _... _.. _ GUTT_.,, r SLOPE I/IS" / FT. (2)LAYERS u/a• TYPE x GYP.80""BOARD SLOPE 1/16" / FT. % ` PRREfAe.ROOF THLISSES 6 24'O.C. _ TOWARDS DOWNSPOUT ,' / ;� APPLIED 6 AT.ANGLE TO TRAM. TOWARDS DOWNSPOUT FI8ERG1_ASS BATT �! \�� \ BALAYER FASTENED W/Bd COOL.M BOX OR WALIJD. t`�r<RMAL W7tULAr10N 2 FIRE STOP-SECURE IN 2 X 6 FASCIA / K NAILS OR 1-1/4' TYPE 8 BCREWB•24'O.C..FAi•X LAYER w/ 2 X.6 FASCIA 2 X BACKING (2)LAYERS 5/8'TYPE X GYP.SOFFIT BOARD PLACE 8 d OR 1-7/8'TYPE a SCREWS• 12'O.C. APKJLO 8 RT.ANGLE TO i/ FACE LAYER�1T8 OFF T 24'FROM BABE TRIIBBEE. O �+ FLOOR LAYER JONTa. 1-1/2'TYPE 0 DRYWALL BCREWB ILA►�D 2' BABE'LAYER FASTENED W/8d COOLER,OOX OR WALLED. ' �Ai��L OOR NAILS OR , SOLID BLOCK - ' 1 X 2 TRIM BACK ON EITHER BOE Of FACE LAYER END JM1TB SOLID BLOCK -- 0 d OR /a TYPE B BMWs a 2,Cc..FACEIAYEA w/ + /� r \ --�`- FAC[LAYER JOINTS O/FT 24'FRROM 8A6E BE SEAM-SEE STRUCTURAL "-`fes! rAPe a TEXTURE.LT.ow►NBE PEEL7 ROOF DETAIL LAYER JOINTS. 1-1/2•TYPE G ORYWALJ.SCREWS PLACED 2' __. i X 6 TRIM —_�- sAcx ON EITHER SIDE of FACE uvRTR w0 JOINTs 2 DECK SOFFIT DETAIL ~ 1 " g FURRED CEILING DETAIL �' A7.3 3/4 = s -0 7.3 3/4" - V-0" + � � PRE-FINISHED GALV. SRT. 4„ y METAL FLASHINC SHINGLES — J 2 X 10 HORIZ. TRIM 8" X 7-5/8" BENT " ' -- i-i/4" DIA. STD. STL PIPE BOARD BELOW FIBERGLASS ROOFING SHINGLES OVER 4 Z m 3 Q VERTICAL RAILS 2 ROOF SHEATHING rs � $ 2 / ..- i X 4 CORNER BOARDS 26 GA. GALV. SHT. MTL. RAKE DRIP EDGE ` °� -� FLASHING ,� - a„ U. 6 2 X 8 FASCIA OVER 2 X 6 + 2 X 8 TRIM BOARD - — ; i .El GABLE END TRUSS W/ VERT, STUDDING �e @ 16" O.C. W/ 1/2" GYP. SHTG. , �s BUILDING PAPER & BEVEL SIDING I z ----- - 1-1/4" DIA. STD. STL PIPE a HORIZONTAL RAILS 1-1/4" DIA. STD. STL PIPE "' W Z + _ VERTICAL pcn 2 X 6 P.T. "SUNWOOD" �+.. LLi W ' DECKING SPACED 1/4" cc °�° WX ^ i X 4 WOOD TRIM n ul - JOISTS-SEE STRUCTURAL + -- -- / O it 1 X 2 WOOD TRIM — /'�� Q EDGE OF DECKING T 5 HEADER SEE STRUCTURAL (D FM RATED Saw-/ crEa.m ASSEMBLY PER ICBO REPORT NO. 1632-D W J y-' (1)BABE LAYER S!8'TYPE X GYP.WAL.LBO. O BAPPI�D A AT.ANGLE TO TRUSSES W I i L1. `C3 ; � FASTEN W/Bd COOLER.BOX OR WALLED. NAILS OR 1-S/4' TYPE S 9C'EW3 0 24'C-'. .. IJ 1 GYPW .� (1)FACE LAYEFLS/8' TYFE X .SOFFr•'Ef,^r i FASTEN W/8d OR 1-7/8'TYPE B SCREWS 0 Q , 12'O.C. FACE LAYER JONT9 OFFSET 24'FROM ' BABE LAYER JOINTS. 1-1/_'TYPE 9 DRYWALL (_J PATIO DOOR - ---— -- SCREWS PLACED 2'BACK ON EITHERWE OF Z Z r ;.: ,, •.. ..... ....... --�__-_ _ -_---�- I X.4 CORNER BOARDS _ I FACELAYE R END JOrrne. 2� 4 TARE JOINTS G TEXTLOC LT.ORANGE FEEL. h 3 TYPICAL DECK* 4" EDGE OF DECKING ~� 4" 4" — i"-0 1/2" I t 2 X 6 P.T. "SUNWOOD" DECKING SPACED 1/4" -- i S T FLOOR Q. ^ � 2 X 6 JOISTS @ 24" O.C. W/ U26 ONE END DOMED CAP PIPE END `- 2 1/2" X 3" X 3/16" STEEL _ V - - 9.1 2 4 ANGLE WELDED TO-VERT PIPE ' 4' X 5" X 3/16" STEEL I W/ (1) 3/8" Y, 3 1/2" i PLATE WELDED TO VERT. PIPE 2 - 4 GALV. LAG BOLT & WASHER W/ (2) 3/8".X 2 1/2" 1 ; ; GALV. MACH. BOLTS u. WASHERS I 7. 2 <4 N 1 APARTMENT DECK RAILING SECTION - --- 7.3 3' = 1'-0" DECK 4 ' 2 X 10 HORIZ. TRIM BEAM -SEE STRUCTURAL •, SECTIONS & 2 X 6 LEDGER W/ (21 16d " y -_-w 2 X 10 HORIZ. TRIM --- -1 1 4 BOARD BELOW D � MAX. MAX. �- DETAILS 2 1/2 X 3 X 3/16 STEEL --, � BOARD BELOW 1 NAILS @ 8 O.C. INTO RIM JOIST ANGLE W ELDEfT T0-VERT PIPE-"_-_- �1 _ W/ 111 .f/8" X 3 1/2" ` �7• - __ i-1/4" DIA. STD, STL PIPE G ALV. L HORIZONTAL RAIL 3 APARTMENT DECK and RAILING PLANS A7.3 3" = V-0" �� ►�� _ STORM COLLAR -- RAIN CAP _-. FINISH GRADE SLOCF. 24 GA. GALV, SHT. t _ _ •------- ��ECK: "� ,/`` AWAY FROM BUJLCING --� `- 2 X 6 P.T. "SUNWOOD" DECKING �' METAL CHASE COVER I% MINIMUM ~� ♦- - CHIMNEY TERMINATION RORFIMFNT�� 2 X 4 WALL SPACED 1/4" 2 X 6 JOISTS @ 24" O.C. W/ U26 EA. END 1/2" PLYWOOD W/--,,,, r 4" CONC. SLAB-OVER A" COMPACTED 2" MIN. CLEAR TO �• � AGGREGATE BASE, BROOM FINISH FLUE � - ----------•--�------- -- --- -- �,� I DATE -' 1 -1/4" DIA. STD. STL PIPE / �ERTICAL RAILS _ 1 2 x 12 TRIM OVER -�� / 1 14 REVISIONS 2 X 4 P.T. THERMAL 2 X BACKING j' i _ 9.1 BREAK _.._ ._.. SLOPE SLAB 1-1/4" / FT. l O O O O 2 X 8 TRIM �♦ -- " 1 f - ----- _ -.._. _ - ---- - - r , 8 DOUBLE WALL I , 11 AIR COODED CHIMNEY 4" X 5" X 3/16" STEEL _ _ _ -- - FLUE PLATE WELDED TO VERT. PIPE • 2 X 4 S @ 16 O.C. W/ l21 3/8 X 2 112" - __ 1/2" GYP. SHEATHINGft " BUILDING PAPER { 6" COMPACTED JOB N0. 3302 M1r ' GALV. MACH. BOLTS.& WASHERS BEVEL SIDING ��/ I ROCK BASE SCALE AS NC7ECDRAWN z \ 1 X 4 CORNER TRIM % " :. RIGID PERIMETER CCMPUT R hOFF u BEAM-SEE STRUCTURAL BEAM -SEE STRUCTURAL.--- I MAINTAIN 2 MIN. INSULATION 24" TOTAL COMPUtEA FILE CLEARANCE TO 9302-A .3 DECK SECT10ttS 2 X 10 HORIZ. TRIM BOARD WIDTH INSTALLED � T EXTERIOR WALL SECTION COMBUSTIBLES q DECK RAILING ELEVATION BELDw VAPOR BARRIER SHEET s w r� 5. ! DECK SIDE 6 CHIMNEY CAP DETAILS 6 EXTERIOR WALL-SECTION 0 DECK SIDE CONC. FOOTING A - 73 7.3 3/4' 1'-n" A7. 3/4" " V -o" A7.3 3/4" �-0�� A7.3 3/4" = 1 -0�� SEESTRUCTURAL.. 1 72ND AVENUE, 12320 COPYRIGHT 1991 MST 94-0243 PALM. FRANKS ARC7QTECT 3S OF 65 P .T • Y JUL 2 2 1994 MICROFILMEur" 1 P'UWX- (,I AM 4 MADE IN CHINA IN FOERK ABS ROOFIM _- . r...�r�■ S+iwaI s o%IR RC1L1F �- D SHEA T1i1NG FIBERGLASS HOO ING (,2 E FRAWS Pr~1 W�� t NOT OSA OR �2 � `,iH1NCiLES y�' l � hAFERBOAROI I O! R(OF SHIEATWNG WHEF>E �____ 7 I _ ; . StIFf;T EXPOSED ROOF SHEA(RING N!•►y►L'!X9'�jR, M FIBERGLASS ROOFING —_ , 1 ► �, T � PREFABRICATED RUUF 12" RAISQI HEM ----- � 2 X 10 BLOCKING BETWEEN TRUSSES SHINGLES TRUSSES FIBERGLASS ROOFING TRUSS, `' -�- �.---' ``� SHINGLES 12 _.-_ OF -TypL•-fVff nM ASSEMM.Y HOOF SHEATHING �� ATTIC / - PREFABHIC/• ' 1-HR. FIRE RATED ASSEMBLY ROOF SHEA THING TRUSSES 1 ( I.C.B.O. REPORT NO. 1632-0I `,r,y_ aTOP(>QRD � i v GUTTER -_ _____ -. - / PRE-FAB.ROOF TRU88ES o 24'D.C, SLOPE 1/160 / FT. - ` THERMAL wBL1LATION PREFABRICA TED ROOF TOP CHQRO ' 1 TOWARDS DOWNSPOUT ATTIC1 i TRUSSES 2 X 6 FASCIA , 12)L-AYERS 5/8" TYPE X GYP WALL BOARD . 1 - APR 10 O RT. ANGLE TO TRUSBES. - BASE LAYER FASTENED W!Bd COOLER BOX OR WALLSlO. ) g � 5 i / �.� ,� - - NAILS OR 1 /'S/ TYPE 8 SCREWS O.1'O.C..,FACE LAYER W/ � -2 x 4 STUDS12 r 8 d OR 1-7/0' TYPE 8 SCREWS• 12'O.C. _. _ _-- -----_w_,_�----_-�- @ 1 --- � 6 Q.C. SOLID BLACK '- FACE LAVER JOINTS OFFSET 21'FROM BASE LAYZR JOINTS. 1-1/2• TYPE G DRYWALL SCREWS PLACED 2' - `-`�"�- 2 X 6 BLOCKING 2 X 6 BLOCK.NG - BACK ON EITHER SIDE OF FACE LAYER END JOINTS � THERMAL INSULATION _ TAPE m TExruRE.LT.DRANK PEEL - 2 x 4 CRIPPLE STUDS ------ 2 x 4 STUDS I r W @ 161 O.C. @ 16" O.C. 1 ROOF DETAIL -' ATTIC /UNITS A7.4i 2 1�---- *" 2 X 1 C LEDGER , ►- l�� / 2ND �1..�QB Q 1 , -l) , J W/ fid @STUDS _ eL DBL. TOP PLATES D Q1 � i� - - BA rH 2 X 4 FIRE BLOCKING ' z FIBERGLASS ROOFING - ) f SHINGLES OVER ROOF UNIT UNIT C Shf A THMG _ L 0 UJ 2ND ELOOR 2N ELOQfl 2ND FLOOR Z aF_ PLti"WOOD ( NOT OSB OR BEDROOM LIVING ^ a ,� DEDROOM 3 p ROOF S OARD) 12 5 �e i/2' ROOF SHEATHING WHERE 1'-6" 7 �' UNIT 8 UNIT B SOFFIT EXPOSED - '( \ 12 1ST FLOOR 1ST FLQOF o CL LA. < I ' ru 12" RAISED HEEL -- ----,.. " 2 X 10 BLOCKING BETWEEN TRUSSES �V-jT B TRUSS KITCdEN _ _ � - TYPICAL � AssEmmx i S T FLOOR2 X 4 CONT. BLOCKING 1-HR. FIRE RATED ASSEMBLY LIVING ( I.C.B.O. REPORT NO. 1632-0) 1ST FLOOR GUTTER r` ;, ` PREFAB.ROOF TRUSSES a 24'D.C. BEDROOM SLOPE 1/16" / FT. ROOF DETAIL 12)LAYERS 5/e' TYPE X GYP. WALL.BOARD g _ROOF DETAIL. TOWARDS DOWNSPOUT / - 4 ROOF DETAIL APPL-!ED a AT. ANGLE TO TRUSSES. 5 BASE LAYER FASTENED W/6d COOLER,BOX OR WALLSO. /► 7"4 3/41 - 1'-0" A7.4 3/4" - 1'-�I" z 2 X 6 FASCIA -"'— STORAGE NALs OR 1-i/4' TYPE 8 SCREWS a 24.O.C.,FACE LAYER W/ /'1 A7.4 3/ 41 1'--0" B d OR 1-7/8' TYPE 8 SCREWS a 12'D.C. Z FACE LAYER JOINTS OFFSET 24'FROM BASE O LAYER JOINTS. 1-1/2' TYPE G DRYWALL SCREWS PLACED 2' Lo a , ' SOLID BLOCK BACK ON EITHER SIDE OF FACE LAYER END JOINTS FIBERGLASS ROOFING SHINGLES OVER --- - — uj ww• i ROOF SHEA THING cl TAPE& TEXTURE,LT.ORANGE PEEL 2 o^JF DETAIL _____-___.. 26 GA. GALV• SHT. MTL. RAKE . o � 7.4 3/4" = 1'-0" DRIP EDGE FLASHING I Q CO 2 X 8 FASCIA BOARD OVER 2 X 6 - -__= - -- _ i X.2 TRIM BOARDS at 9" O.C. EA. WAY --- ------__ O 0 Z - FIBERGLASS ROOFING 2 x 4 STUDS @ 16 O.C. (INSTALL HORIZ. FIRST OVER PLYWOOD Z O 4 _ -- SHINGLES OVER RCOF SIDING) LLJN SHEA THING WALL cABINEr - - BEAM-SEE STRUCTURAL GABLE END TRUSS WITH 2 X 4'S @ 24" O.S.W7`� JJ� a PLYWOOD ( NOT OSB OR 12 6 7/16" PANEL SIDING ATTIC CD CD fV �- X 10 BLOCKING BETWEEN TRUSSES - --- � _ - � � ROOF SHEATHING 1'-6" 7 2 X 4 BLOCKING BETWEEN TRUSSES - ROOF SHEATHING WHERE• gg. - _---_-"-- ----_--- 3 SOFFIT EXPOSED N SIMPSON H3 @ EVERY OTHER TRUSS 2 X 8 TRIM BOARD - T 0 m BOTTOM -- - _ f Ld 4 " ,� RUSH W/ ADJACENT FASCIA BOARD -- - 2 RAISED HEEL -- - t KITCHEN `P FLAT TOP PLATE TRUSS W/ PLATE ON EDGE - -- d I I NOTCH STUDS L� �)'L - TYPICAL ( / CF�IN6 ASS Y 2 X 12 CAP TRIM 4 SIDES W/ CHAMFER EDGE-- -- --- - - o 5 1-HR. FIRE RATED ASSEMBLY GUTTER — i2 ( I.C.B.O. REPORT NO. 1632-D) ROOF TRUSSES at 24" O.C. - SLOPE 1/16" F T. PREFAB.ROOF 'TRUSSES o 24*O.C. _ _ PLATE HEIGHT 8 X 8 P.T. POST W/ 1" CHAMFER EDGES TOWARDS DOWNSPOUT - fF1:W4A1 LOOSE FILL INSULATION GYP. SOFFIT BOARD 2 X 6 FASCIA - / in (2)LAYERS 5/8' TYPE X GYP. WALL.BD. KITCHEN BASE I�. / APPLIED a RT. ANGLE TO TRUSSES. CABINET �Q BASE LAYER FASTENED W/Sd COOLER,BOX OR WALL SO. in DETAILS 2 X 4 SOLID BLOCKING BY NALS OR 1-1/4' TYPE 5£CHEWS a 24'D.C..FACE LAYER W/ 42" HIGH WALL W/ TRUSS MFG. (VENTED B d OR 1-7/8' TYPE S SCRCWS a 12' D.C. 9" WIDE COUNTERTOP 2 X 12 P.T. BASE TRIM 4 SIDES W/ CHAMFER EDGE-- ---- BLOCKING NOT PERMITTED) FACE LAVER JOINTS OFFSET 24"FROM BASE I 1/4" X 3/4" SCRIBE AT LAY-R JOINTS. 1-1/2' TYPE 0 DRYWALL SCREWS PLACED 2' WALL . GYP. WALLBOARD BAC.' ON EITHER SIDE OF FACE LAYER END JOINTS EA. SIDE OF WALL ~ _ I ' ROOF DETAIL FOOTING-REFER T0 STRUCTURAL - -- --__. 3 - 7 KITCHEN PASS-THRU DETAIL FINISH GRADE FIBERGLASS ROOFING SHINGLES OVER ROOF A7.4 3/4" = 1 '-0" SHEA THING � 12 {{ 1 PLYWOOD ( NOT OSB OR WAFERBOARD) ROOF SHEATHING WHERE \ THERMAL INSULATION SOFFIT EXPOSED y 9 CLUBHOUSE ROOF AT ENTRY REVISIONS o 2 X RAFTERS U. - GYP. WALLBOARD 7.4 3/4" = 1'--0" JUNE 30, 1994 -'-----------__ L•-- 6 X 8 BEAM-EXPOSED _ \ A JOB NO. 9302 SCALE AS NOTED DRAWN BY FRANKS COMix ITER FILE 2 X 10 FASCIA ----� � --- 9302-x.7.4 M TAILS LSC. DE - 2 X 6 STUD WALL I SHEET 1 VENT BLOCk 9 PROOF DETAIL AT CLUBHOUSE A - 7a4 A7.4 3/4" V-0" .I 72ND AVENUE. 12320 t118t 94-0243 36 OF 65 1 Jul- 1, 21994 } Mlcnw"FILMED 9 I I I ( I V I ( I I VIII I I L I I il VIII I VIII I VIII I VIII I VIII I I I I I I I I ILII III I L I I I 1 FIAFR- (;LAW 4MADE IN CHINA IN 1 1 1 1 I ,V V I l 4 y'1�,D .41k ro4 L 'w C t� 4, WA SFffi46 T CON of V Q -J sa v Z J �. LjL i 9. GUARDRAIL 3'-6" HIGH 5 4 5 TYP. Q 5 0'-0" - FIN. FLR. `� B. a.2 DOOR 8 3 TYPICAL LANDING FRAMING LANDING -- 8 'err @ IST 6 2ND FLOORS _ LANDING 2" CONC..FILLL \ F.0.5. 2" CONC. FILL ��\ ---- - �,----. _ ^ �" 5/8" ACX PLYWOOD �'� _ R SHEATHING (A SIDE -o 3 m o Q i X 8's 4,. EXPOSED) is 8, GUARDRAIL 3' " -� A• END -6 HIGH U26 t f� In / W Z 3,_8,. 2" -4" RIVER ROCK 8.3 B.3 6, --- 2 X 10 LEDGER W/ (2)16d p ``' FILL 4 F.O.LANDING o HANDRAIL 2'-10" ► ' :UFS ' ' '. •" �- b ,� w ' F.O.a X 10 8M. @ B" O.C. STAGGERED C7 GUARDRAIL 2 -10 �_ :� 1 �•�._ .,fir'_; f � Lli ABOVE TREAD NOSING. ABOVE TREAD NOSING (n GL ! I GUARDRAIL 2'-10"---- EXTEND :� '" 3 \ 12".MIN. BEYOND a o', ' _'-- _-- -� a I I I ABOVE TREAD NOSING :g w e, C3 TOP RISERS 6 24" BEYOND -f- ' I I---� � ---i I � -- PRECAST CONC. TREADS - .^ sa _ � Z � � BOTTOM RISER at WALL ' �__ e - I HANDRAIL 2'-10" — WOOD STRINGERS and _ : 005.' -� '1 - 6 X 10 BM. Q •� _ IRON RAIL:'G5 � v) p _ ABOVE TREAD NOSING. 2 �•• 8 0 PRECAST CGNC..TREADS : ' i i - •--- `!' EXTEND 12" MIN. BEYOND . 8, UP - y • u �l •" ,."' �. " ►— W I___ __ TOP 6 BUT. RISERS at WALL GUARDRAIL 2'-10" uo HU66 EA. Q WOOD STRINGERS end _ , : IRON PIAILIrµ;S I I _ __ ' ` a iso I- —n m- I ABOVE TREAD NOSING 8. STRINGER LL p y sc---� ---'4 F.O.BX 10 SM. - 1 LL I 4 ° Q1 HANDRAIL 2'-10" —_�— • liP: o �'i Z 6X 10 BEA W STAIRWAY WALLS - :S n ' ' ' ' , , BEVEL WOOD SIDING W/ � i i---- ---' i LANDING — _ � � ABOVE TREAD NOSING. � m iu r IN PAINT FMISH `n R --- ----- I " ; EXTEND 12" MIN. BEYOND M iD ii 2 CONC. FILL n TOP RISER 4" ' 6 q. END I ___ ' 6 2 BEYOND BOT. ° y�/ U2 1 2 X 6 POST UNDER BEAM p FOP CLASS , RATING m :+� ^ ' _ m: "= _ 6 2 X 6 STUD EA. SIDE ~ I RISERS at WALL Z Cu -- SET BEAM HEIGHT 70 ALLOW 2 F.o.e x so aM. ��, � 8 _� -- 1" LANDING SLOPE LANDING 6 X 10 BEAM ' 6 X 10 BEAM SUPPORTING 3 _ 3 2" CONC. FILL. 4 .,, � LANDING 0'� DECK B. lJ �, cn GUARDRAIL 3'-6" HIGH _ 8• GUARDRAIL 3'-6" HIGH 5/8" ACX PLYWOOD UP'• 8. 5 _ SHEATHING (A SIDE 0 - :`: EXPOSED) X 3,-1 4" CONC. SLAB -�.:._._:_:_:•••-- BROOM FINISH :::::::.::: 2 X 6 POST UNDER SLOPE LANDING C014C. RETAINING WALL J B, 1/4 / FT. BEAM . . . . V 2 X 6 STUD EA. SIDE STAIRWAY `EXTERIOR WALL PLANS, BASEMENT FLOOR LEVEL IST FLOOR LEVEL STAIRWAY PLAN 2ND FLOOR LEVEL STAIRWAY PLAN TYPICAL STAIR & LANDING 5 DECK BM.SUPPORT / WALL FRAMING FRMIN(a,8,I and DETAILS I STAIRWAY PLAN at TYP. BLDG. 2 TYP. BLDG. S TYP. BLDG 4 FRAMING PLAN AS. 1/4" = 1'-0" S.1 1/4" = 1'-0" 9.1 1/4" = 1'-0" 9.1 1/4" = 1'-0" STAIRWAY CODE REQUIREMENTS COMPLIES WITH FEDERAL FAIR HOUSING ACT 1988 FOR HANDICAP ACCESSIBILITY TO GROUND FLOOR UNITS NOTE: REFER TO STAIR DETAILS SHEET A-8.2 6 A-8.3 FOR ADDITIONAL FRAMING DETAILS STATE OF OREGON STRUCTURAL SPECIALTY CODE AND UNIFORM BUILDING CODE, 1993 EDITION 1, HANDRALS REQUIRED ONLY ONE SDE WHERE STAIR 2 LESS THAN 44-NCHES WIDE. GUARDRAIL REQUIRED ON OPEN SIDE OF STAIR 2. HANDRAIL TOP 34 TO 38-04CHES ABOVE TREAD N08W8 3. STAIRWAY WIDTH 38fiK]fS MAI. 4. ONE HANDRAL MUST EXTEND AN THE DIRECTION OF THE STAIR RUN 12-04CHES BEYOND THE DA TE MAY 13, 19N TOP RIM C 23"BEYOND THE BOTTOM RISER 8. RISERS,4"MRN.,7'MAX., TeiEA08, 11'MAI•All.EQUAL WITHIN EA.STAIRWAY REV;SIONS B. STARS AND LANDINGS: )-HOUR FIRE RATED CONSTRUCTION.DESIGN BASED LIPON.HEAVY-TIMBER CONSTRUCTION PER(SA:SECTION 2108:8 X 10 MAI. BEAM SM. 7.ROOF FRAMR40-4 X 8 MW. WHERE SUPPORTING ROOF LOAD ONLY,PER UBC SECTION 2108 a.WALLS OF STAIRWAY, 1t40UR FRE RATED CONSTRUCTION.CLASS O FN04 1SENG)WITH A FLAME- SPREAD INDEX OF 28-78.WOOD SMG REOLVES INTUMESCENT PAINT COATNG. 0. DOORS OPFIdNG INTO THE STAIRWAY SMALL BE SELF-CLOS?JG WITH THE FOLLOWING RATINGS JOB NO. 9302 (USC SECTION 33081811: SCALE AS NOTED FOR OPENINGS IN A STAIRWAY SERVM THREE(3)FLOOR LEVELS (UBC SECTION 3308(A)): ❑RA V4N BY HOFF BASEMENT FLOOR LEVEL DOOR: 3/4-HOUR UL FM RATM. COMPUTER Fr c FRET FLOCA LEM.DOOR 2O+NUTE U.FSE RATING SECOND FLOOR LEVFL.DOOR: 20CUTE UL FRE RATNS 9302-AB.i STAIR PLANS SHEET 72ND AVENUE, 12320 A - 8. 1 MST 94.0243 37 OF 135 COPYRIGHT 1994 PAUL FRANKS ARCK_fCT All u JUl_ '2 ti 1994 MICRIMFILMED 4F1A1 ft— (:l AtS MADE IN 6 CIA NA I1 1 1 1 1 6 1 1 1 1 1 6 N 161 611 1 'y f A8.� 1` OUARDRAILING BEYOND at UPPER I Vii. - MOST LANDING s' NOTCH STRINGER FOH INSTALLATION h N gE7.ir'iJE 1 Of BEAM HANGER W/.f3iUt�QT(�1� 2 1 j rt A8.2 1 i !-1, A" DIA. STD. 'S TL. _ 6 X 10 STRINGER OMF P1Pf TOP & VERT',CAL RAILS c� � �/ _ \' f•-1/2" x 1-1/2" x 1/16" 11" 1 J � ! 21 12" "� ALUM. ANGLE X 36" WIDE - -- --fi C) r ' (*U9568 BY E.B. BRADLEY CO., I/16" PORTLAND, OR 503-234--4631) W/ NO. 10 X I" WOOD SCREWS COUNTERSUNK ® 8" O.C. LOCATED @ STAIR TREAD ONLY (5) !" DIA. STD, STI. PIPE � - ___.-- - 300 INTERMEDIATE HORIZ. RAILS 1-1/4" OIA. S'.J. STL. _- --� -� - 1 - (4" SPHERE CANNA f PASS THRU) S� �' PIPE TOP &.VERTICAL RAILS - - -- `r- 2" CONC. FILL W/ SYN. FIBER REINF, - BROOM FINISH OVER UNDER SLAB STAIRWAY `� „ STRINGER SHOP PRIME PLUS (1 I COAT � C:) VAPOR BARRIER SHOP FINISH, (1) COAT MIN. � -- `s� I q INSTALLED WITHOUT JOINTS - - 5 CUTTING DIAGRAM FIELD FINISH. ADDITIONAL FIELD � � � Q A8.2 a COATS & TOUCH-UP AS REp'D. `" 5/8" ACX PLYWOOD SHEATHING 1-1/2■ 1'-0■ m, " (5) 1" DIA. STD. STL. PIPE s (A FACE EXPOSED) G 7 RAILING :(ELDER TEL X 5 INTERMEDIATE HORIZ. RAILS-- SLOPE 1 WHERE SHOWN ON PLAN r X 1/4' �':.OF'ED STEEL PLATE . \ Q �- � a �► W/ (2) 3/8' DIA. X 3" GALV. (4" SPHERE CANNOT PASS LAG BOLTS TO STRINGER 2" THRU) _� ' . s. --------- ` IST & 2ND FLOOR / SHOP PRIME PLUS (1) COAT - LANDINGS ♦,A a / SHOP FINISH, (i) COAT MIN. 4- s, �{ __. FIELD FINISH. ADDITIONAL FIELD SIMPSON AB66 INSTALLED AFTER --' COATS & TOUCH-UP AS REG'O.CON1 ; Z � 4 C. SLAB W/ 1'2" DIA. EXP. ANCHOR. ., -------'--- BOLT i 1� m '� ' 6 2 X 6 WOOD TRIM CONC. SLABAJ /� RAILING WELDED TO 5" X 5" 3'� 11" O `i. -----------' ' 6 X +0 STRINGER X 1/4" SLOPED STEEL PLATE �`� �" u. W/ (2) 3/8 DIA. X 3 GALV. 6 X 10 EXPOSED BEAM LAG BOLTS TO STRINGER '� -- - O O HUC66 NOTCH STRINGER FOR \, I- HANGER SEAT I INTERMEDIATE 6 X 10 STRINGER LEVEL LANDING 2"' x 12" x 36" PRECAST CONC. O TREAD W/ EXPOSED AGGREGATE FINISH / SLOPE i" WHERE SHOWN ON PLAN �— ' z l'-----GALV. STEEL ANGLES W/ (2) 1/4" DIA. X 2" GALV. LAG -/J/' ti 1 ti •: ti `,,�•., - BOLTS EA. INTO STRINGER, (2) 1/4" DIA. ANCHOR W Z co CONC. FOOTING-SEE STRUCTURAL ;`�� BOLTS EMBEDDED INTO PRE-CAST TREAD O ( W 4" X 5-1/2" X 5" WIDE 7 GA, GALV, STL. ANGLE W/ Q 6 (2) 1/2" DIA. GALV. LAG BOLTS EA. LEG 1 6 X 10 EXPOSED BEAM - - (2) 9/15" DIA. BOLT HOLES v ---- 1-f/4 DIA. STD. STL. - - 10\\ -- 2 X 6 P.T.WOOD TRIM EA. LEG ---- /'l PIPE TOP & VERTICAL RAILS Q Q cy (5) 1" DIA. STD. STL. PIPE Lry �- W INTERMEDIATE HORIZ. RAILS �/ [r ��• -'� ` 14" SPHERE CANNOT PASS i LLj O Z � STAIR STRINGER Q GROUND LEVEL THRU) � �- A8.2 1- /2" = V-0" NOTES:: '" 0 INSTALL TREADS SUCH THAT THE GREATEST RISER iWEIGHT WITHIN ANY �`~� � 1I A /'' / W � ti NOTE: TOP OF HANDRAIL MUST BE 34" TO 38" ABOVE STAIR TREAD NOSING FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". `� � /� Q 3 STAIR STRINGER & LANDING DETAILS z A8.2 1-1/2" 1'-0" 4 cu A8.2 2" x 12" x 36" PRECAST CONC. TREAD W/ EXPOSED AGGREGATE FINISH am cn STAIRWAY RAILING BEYOND 1-1/4" DIA. STD. STL. PIPE HANDRAILING `�'��,, ,•'�,-" 2 \ / WALL MOUNT W/ MALLABLE IRON HANDRAIL 1-1/4" DIA. STD. STL.-- AB.2 --`_ BRACKET PIPE TOP & VERTICAL RAILS ' ,- i-iI4" DIA. STD. STL. 1-f/4"' MA. STD. STL. TOP PIPE VERTICAL RAILS A8.2 I" DIA. STD. STL. INTERMEDIATE- (5) 1" DIA. STD. STL. PIPE ::•.:.:.._.. HORIZ. RAILS (4" SPHERE CANNOT INTERMEDIATE HORIZ. RAILS-`---- 00 �"T"�RWaY' PASS THRU) (4" SPHERE CANNOT PASS \` THRU) DETAILS SHOP PRIME PLUS (1) COAT ' SHOP FINISH, (1) COAT MIN. : . FIELD FINISH. ADDITIONAL FIELD SHOP PRIME PLUS (il COAT --_ __ COATS & TOUCH-UP AS REG-0. ��I� SHOP FINISH, (1) COAT MIN. FIELD FINISH. ADDITIONAL FIELD 1-1/4" DIA. STO. STL. VERTICALS_- COATS & TOUCH-UP AS REG-0. _ ,..� i-1/c" x 1-1!2" x i/16" o _ o z ALUM. ANGLE X 36" WIDE O i'' _ (#U9568 BY E.B. BRADLEY CO., RAILING WELDED TO 5" X 5" X 1/4" �' PORTLAND, OR 503-234-4631) :INTEAM_DIATE ~ :LEVEL LANDING SLOPED STEEL PLATE W/ (2) \ N W/ N0. 10 X i" WOOD SCREWS w RAILING WELDED TO 5" X 5" COUNTERSUNK 0 8 O.C. 1/4" DIA, X 3" GALV. LAG BOLTS \ > TO STRINGER X 1/4" BENT STL. PLATE a LOCATED STAIR TREAD ONLY O a W/ (2) 3/8" DIA. X 3" GALV. 3 ��\ -- 2 X 6 WOOD TRIM in 8„ LAG BOLTS TO STRINGER �\l , �5 3--1 0 / 2" x 12" x 36" PRECAST CONC. :: INTERMEDIATE \ TREAD W/ EXPOSED AGGREGATE FINISH LEVEL LANDING o _ DATE MAY 13, 1994 --------- GALV. STEEL ANGLES W/ (2) 1/4" DIA. X 2" GALV, LAS � 6 X 10 STRINGER REVISIONS ---- - --- BOLTS EA. INTO STRINGER, 12) i/4" DIA, ANCH�R SLOPE I" W S• HERE .HOWN ON PLA 1 1 BOLTS EMBEDDED , ED INTO P - \ f / RE CAST TREAD 6 / :i'i M G (-') 1 DJA. STD. STL. PIPE N 1 TERM EDIA T E HORIZ. RAILS :' ;; (4" SPHERE CANNOT PASS THRU) „ / g / 1 2 x 12" x 36 PRECAST CONC, ' f0 -� " " ■ '� 1-1 X --- 2 1-1 y __ / 2 X f 16 TREAD W/ EXP. AGl'REGATE FINISH 6 X 10 EXP03 __ - 6 X -- / / JOB NO. ED.BEAM i- l0 STRINGER 9302 ALUM, ANGLE X 36 WIDE SCALE AS NOTED !0 O O (OU9568 BY E.B. BRADLEY CO., DRAWN by FRANKS GALV. STEEL ANGLES W/ (2) 1.14" DIA. X 2" LAG ___ .' . '. PORTLAND, OR 503-234-4631) COMPUTER FILE BOLTS EA. INTO STRINGER, (2) 1/4" DIA. ANCHOR " W/ N0. 10 X ! WOOD SCREWS 9302-A8.2 STAIR DE' � BOLTS EMBEDDED INTO PRE-CAST TREAD i COUNTERSUNK 0 8" O.C. - 6 X 10 STRINGERS HANGER SEAT STRINGER FOR ---�—� • • •o• • LOCATED @ STAIR TREAO ONLY SHEET — ISOMETRIC DIAGRAM 2 TYPICAL STAIRWAY STRINGER 6 TREAD SECTION q STAIR STRINGER & LANDING DETAILS STAIRWAY GUARDRAILING 8w2 6 at INTERMEDIATE LANDING DECK A8.2 1-1/2` a �'-o" A8.2 1-i/2" = 1'-0" A6.2 NO SCALE COPYRIGHT 1994 72N0 AVENUE, 12320 PAUL FRANKS ARCHITECT ,4 MST 94-0243 38 OF 65 Y �, JUl_ 21914 MIClow"FILMED( ( I III , ) I , III , II 1 (•'IHM7t- GLANS 4 PAVE IN CHINA IN ' 1 1 1 , , ^ - n x rtm-. li A. rr. a SHOP PMR.US r�) COAT _. i' 0 � 1/4" RADJIJ�a CONC. EJ I SHOP FINIS!!, l!) COAT NW. • )GE ST BEYOND LA 1/4' NI.(1IUS , ,t # 2"GONG. FILL W1 GYN. F1FEFi fiflNF: / 2 Y $d .Y. of D r ' Fl@l0 FINISH. ADDITIONAL f>ELD �' f t ... 2" COk. FIU HIM � W/ GYN. f`IHfH HEINF'. ,UIdC F.1�: ._ COATS 6 TO AS REG-0. r WOU4� OVER UNDER SLAB VAPOR BARRI / OVER UNDER SLAB VAPOR 80#41EA T(AX + MALL AEAt IF�ON -- - - - - _ ---. 94TALLCD.WITHOUT JOINTS SAFETY TREAD ALUM. "ANCIRAIL BRACKET y._` / NG W/ ANIT-SLIP GRIT N08! JN3TALLEU WITHOUT .AOINTH r (,� kA. � }�.1�' R LA 6 B 15A� #17701! -1/4' DIA. STO. STL. 1' r. W/ (1) 3 '19" x 3--1/2" PIPE RAIL FLIER 36" LONG W/ N0. ,� r GALV. LAG 10 X i WOOD SCREWS . ) Y) • ��w 2 N ' BE11 E r►JE INTO �_ .� MALLABLE IRON 'COUNTERSUNK a @ O.C. ` WST LSLILID BAGGING. 8 HANDRAIL.BRACKET LOCATED O STAIR TREAD 2 WA 's A at 6' Q.C. MAX. },T. HOB[•',.. SPACING / IR 6 8.WAGNER /1770) ONLY (WOOBTER PROOUrTS 2268 W/ (1) 3/8" X 3-1/2" 1 TYPE 122.' OR R AL) CF1-1/4' S J. STEEL _ __�-.._ -- i'-11" GALV. LAG SCREW �`.� r PIPE RA 4!NG _ _;____-.___._.__..___ INTO SOLID BACKING. 6 BEYOND LAST INSTALL at 5' O.C. MAX. 5/8" ACX PLYWOOD ---�/ 6 2 X 6 P.T. WOOD TRIM S !f� r „y 90 DEG ELL - 90 DEG. ELL 6 FLUSh RISER= 1 _. __ -- /� HORIZ.. SPACING St ATHING � a TYPE ORIVE-ION (A SIDE EXPOSED) Fl~UStt TYPE ---- ' . �— ►'E DRIVE-ON ND C iu END CAP R 6 8 WAGNER TYPE H) E AR I R 6 B WAGNER " / S N. FIBER REINF. :.; TYPE H) TYPICAL 2 CONC FILL W Y -3' - - " Isha' at.RETURN r 5/@ ACX PLYWOOD °s BROORM FI ISH OVER UNDER Gi-AB 000 SHEATHING PLAN VIEW BRIER 6 X 10 EXPOSED BEAM IA SIDE EXPOSED) '�"- c INSTALLED WITHOUT JOINTS -- 10 -I to WALL MOUNTED HANOAAILING ___- a.. -- - N 5/@" AC''; PLYW000 SHEATHING 6 X 10 EXPOSc C BEAM , BRACKET G RETURN (A FACE EXPOSED) "�` . fh f , A8'3 3" MALLABLE IRON „ CONC. TOPPING BLAB EDGE DETAIL �, STAIRWAY LANG HANDRAIL BRACKET 8. SLOPE i WHERE SHOWN ON PLAN LANDING r 8 CONC. TOPPING SLAB EDGE DETAIL (R & B WAGNER *1770) -- � at STAIR TREAD ONLY _ BEVEL SIDING WHERE OCCURS W/ (1) 3/8" X 3-1/2" - -' --� GALV. LAG SCREW A8.3 :j" = 1'-U" � A8 3 - a c / o INTO SOLID BACKING. _ 11' DOMED CAPS ON END OF VERTICAL 1-1/2' MIN. CLEARANCE INSTALL at 5' O.C. MAX. _ �_ _____4 ` TO SIDING HORIZ.. SPACING 6 07 0 ' - by @. 1-1/4" DIA. STD. STL. PIPE TOP RAIL z x 1-i!4" STD, STEEL. --_ o __.�� .: •;-: .: coa �/ PIPE RAILING .N 6" 6" •O• • 11 • ••• •(` • • 10 �-- � i/4" STL PLATE Q END FOR ANCHORAGE MALLABLE 114ON ---- 6 X 10 EXPOSED BEAM TO U W - , BUILDING ALL � 2�• 5 HANDRAIL BRACKET ( •' A8.2 \ � � � (R & B WAGNFR #1770) I -`- �'�. .��- �\ I 2" U a 3 t __ HUC66MNOTCH STRINGER TO PROVIDE W/ (i) 3/8" X 3-1/2" _.__ O p • •+- FULL BEARING ON HANGER GREY. LAG SCREW "' INTO SOLID BACKING INTERMEDIATE -- 6 X 10 STRINGER �+ --�� LEVEL LANDING N N 2 x 12 x 36" PRECAST CONC. 1" DIA. STD. STL. PIPE INSTALL 6 LONG SECTION OF INTERMEDIATE DBEVEL EA. LOPE IWHERE SHOWN -ON O TREAn W/EXPOSED AGGREGATE FINISH \ - - - - SIDING UPSIDE DOWN 3" " HORIZ. RAILS W/DOMED Q EA. HANDRAIL BRACKET _ON PLA 4 � � , I . STEEL ANGLES W/ (2) 1/4DIA..X 2GALV. LAG - - - TO PROVIDE NEAR-PLUMB GALV " " CAPS ON ENDS (4" SPHERE GANNOT PASS THRU) in SUEFACE AS SHOWN - BOLTS EA. INTO STRINGER. (2) i/4 DIA. ANCHOR =w BOLTS EMBEDDED INTO PRE-CAST TREAD - 2 x BACKING - __._��-j `�' in - _ 4" X 5-1/2" X 5" WIDE 7 GA. GALV. STL. ANGLE W/ #41 (2) 1/2" DIA. GALV. LAG BOLTS-EA. LEG Z SECTION THRU1. 611 8• 1-1/4" D1A. STD. STL. PIPE z 6 X 10 EXPOSED BEAM �_ in 2 WALL MOUNTED HANDRAA.ING VERTICALS _ ----Am-- La z 3" 1 -0" 10 2 X 6 P.T.WOOD TRIM - 0 A83 •,, i' 2 X 6 P.T. WOOD TRIM C7 Lu STAIRWAY WALL 6 x 10 BEAM ---_____ o ci -- q MOUNTED HANORAILING _._-- Er 1 X 4 CORNER TRIM A8.3 SIDING F W 1-1/2" = 1'-0" Cc NOTE; TOP OF HANDRAIL MUST BE 34" TO-38" ABOVE STAIR TREAD NOSING ILLI 0 . i HANDRAIL MUST EXTEND 12" MIN.-BEYOND TOP RISER AND 23" MIN. BEYOND BOTTOM RISER 2 X 3 X 5" BENT STEEL PLATE % 6'-6" MAX _ _ LL 0 Z W/ (2) 1/2" X 4" GALV. LAG I INSTALL INTERMEDIATE VERTICAL -T Z BOLTS W/ WASHERS SUPPORT WHERE SPACING EXCEEDS 6'-6' Q HANDLABLERAIL IRON C3 Cu HANDRAIL BRACKET STAIRWAY LANDING z DOMED CAP END OF VERTICAL lR& B WAGNER#1770) _ cu i-1/4" DIA. STQ. STL. PIPE TOP RAIL GUARDRAIL ELEVATION GALV. LAG SCREW 8.2 6 3 INTO SOLID BACKING. A INSTALL at 5' O.C. MAX. / A8.3 3/4" V-0" 0 \� STEEL PLATE @ END FOR ANCHORAGE HORI"L.. SPACING - TO BUILDING WALL-PROVIDE-2 X BACKING 7. BEYOND LAST IN WALL FRAMING RISER Tin 1-1/4" DIA. STD. STL. PIPE INTERMEDIATE 1-1/4" DIA. STD. STL. / HORIZ. RAILS (4" SPHERE CANNOT PASS THRU) PIPE RAIL ,-'- �� SHOP PRIME PLUS (1) COAT SHOP FINISH, (1) COAT MIN. in FIELD FINISH. ADDITIONAL FIELD COATS & TOUCH-UP AS RED`D. � �� -T - - �/ - - - - Iz STAIRWAY m - 1-1/4" DIA. STD, STL. PIPE VERTICALS `� DETAILS in 1 o i I r, 0 ru �' 8. 1 26 GA. GALV. SHT. MTL. 'LASHINGSHOP PRIME e' Ncc v LUS (1) COAT 2' SHOP FINISH PS (1) COAT MIN. _- m H. FIEL a 2" CONC. FILL W/ SYN. FIRER REINF. COADTSI6ISOUCH-UP ASAOREDo in OVER UNDER SLAB VAPOR BARRIER INSTALLED WITHOUT JOINTS 6 X 10 STRINGER �-- --- 5/0" ACX PLYWOOD SHEATHING SIMPSON AB66 INSTALLED AFTER-- in ( A FACE EXPOSED) - CONC. SLAB W/ 1/2" X 3-3/4" EXPANSION Cu 2" _ N ANCHOR BOLT $LOPE I" ` ♦ - T.O.SSH TOP OF GONG. SLAB 3" BELOW MM 2 X 6 P.T - --- __r- GROUND FLOOR INTERIOR SLAB WOOD TRIM ELEVATION-TYPICAL - `u T.O. LEDGER DATE MAY 13, 1994 CONC. SLAH w \ REVISIONS In - ANCHOR TO SLAB ----__ _ ------Off --- _ / 2 X 8'S 0 24" O.C. W/U26 EA. END DOMED CAP ON END OF VERTICAL / ------ II 2 2 X 8 LEDGER W/ (2) 16d Q 8" O.C. _ 213 X 5" BENT STEEL PLATE ---' STAGGERED : 1 JOB NU. 9302 9 s-�'! SCALE AS NOTED W/ (2) 1/2" X 4' GALV. LAG r 4 8 6 x 10 BEAM SET ON IST TOP PLATE _- DRAWN BY FRANKS d E'aLTS W/ WASHERS CONC, FOOTING-SEE STRUCTURAL ----- ---- �< f- COMPUTER FILE GROUND LEVEL STAIRWAY WALL. 9302-A8.3 STAIR DET 5 STRIA LANDING GUARDRAIL G DECK DETAILS 3 MOUNTED HANDRAII.ING SHEET 8.3 1-1/2" - 1'-0" A •r 83 A&3 ..,i P�+s cidl �liayi+a„t"r'ib f�M ti ,;v, ^ A lri .. r ',r.s X11 4 "; 1-1/2 1 —O" , NOTE: TOP OF HANDRAIL MUST BE 34" TO 38" ABOVE STAIR TREAD NOSING �.. .'_ Y_1......N_..�RA"lf�fi7.f.� d :....nt�tx ,!>`,..6_ .+,s +aye eK., S xr1.,L.. vm. .. : .. T...,_..• .d. L. . II4. d ,11A'7i V...,.. -x d' '�Ffl.iTT.ir.CS- .. : .,£ V.>V1 .:_ M L... l,�.. U' .,.._ 4 a f'i....._,. tl - K.:,<^:. . d+ .' pry! a` HANDRAIL MUST EXTEND 12N MIN. BEYOND TOP RISFR AND 23N MIN. BEYOND BOTTOM RISER4 72ND AVENUE, 12320r MST 940243 COPYRIGHT 1994 at ,� PAIS FRANKS ARCHITECT 39 OF 65 w d 14. .I. � r • ,�-. 1 7 Y ..: , ., �< .,.x. ,r :�:. Q 'y�yLL •IN ri, 1�_ 1 •'kms i'' �` 'ell '. -1 - _ -. 4.-._w.:...rie.. 'r.h.v.. +*t�R x. 'lC,rta'W.Y�hVP• +Ii.Y ., y$: 7'if°"'R-R 'k..' A'.FrM9.,,'+r'y *-h .11` '1�-, "irlON wwalso- JUL 2, 2 1994 MIUM'"IC, ILMED IIIIIII � IIIII VIII IIIIiII 11111 11 ) 1111 ilial I � III VIII 61" 4MADE IN INCHINA , 161111 '! 1 4 i• l. t, AVf ',a iu6tlP"Get9fi� J v_E I�1rY ►1P�� a 5✓8" ►1 ADEN-SEE STFiUCTIIfiAI 6 5/EI" HEADER-SEE.STRUCTURAL I - "' ,_.,.._ ; V._...._._..___.— THICKNESS I METMt. G7.A (jr�-• V _—. - VERIFY :,,/.. 2 X 6 WAL.1 t►Nl_ESS �I --- VERIFY / 2 X 6 WALL UNLESS \ ' i If .. AA"Elf -- SHOWN OTHERWISE / i EYP ` ' .-- SHOWN OTHERWISE BEVELWOOD SIDING- RIGID INSULATION 1,9GYP SHEAYHWS~ -- � RIGID INSULATION OVER 1/2" GYP, SHEATHING / ' 1 KV& WOOD so" HANDICAP AG( SSIN F �j,., '""�•�� I � BHT. METAL FLASHING -,.,1 c-• ^ � " 1f �y.w- _ 2 X FILLER BEVEL WOOD SIDING - �.--- 2 X FILLER r D i.i2 M�.r, ELS i E AIILr1 " OVER BLDG. PAPER lh? HEAD -� �_TUHH HEIGHT) SF i IN Fj-t N WASH04TON ' S/E'I TYPE.X GYP. -"----_ " 5/A TYPE X GYP. r � >�•AIANT --....�.,•-.___.__-_.---.--•.---a EI�C.D OF ,SEALANT ' WALLBOARD SEALANT - BRICK MOULDING . 2 WALLBOARD �-' s TOP OF FLOOR � % OF- MMADW rETAL Fes;,-qATED'" WOOD FINEiiATE►l �••-" WOOD CASING- PAINTED FINISH SLAB I `��' B W,f WEA T1#IaSTAIPPAo METAL CLAD DOOR-FIRE. RATED PER JAMB W/ WEAT,iERSTRIPPIW-- --_-- INTERLOCKING THRESHOLD- DOOR SCHEDULE III PEMKO i I OA 6 THRESHOLD � METAL CLAD DOOR-FIRE RATED PER HOOK PEMKO 66A OR EQUAL SMT MIETAL FLASHING 2' SHEET M .TA FLASHING I DOOR SCHEDULE F I• 2« 3/4" X i-1/2" WOOD CASING ''� 2" ENTRY � EN P \ PAINTED FINISH 2 LOW �0+'1'ITS(; SLAB � !� " 2 SHEET METAL FLASHING � JAMB-PAINTED FINISH ~ e 2 CONC. TOPPING SLAB _ WOOD CONC. SERE! OVt7a :JE'AIiER-Si.AB tift1l5";.tR>r I ,• ;HRESHOLD SET IN FULL BED OF OVER UNDER-SLAB MOISTURE -(T - - THRESHOLD SET IN .FULL BED OF _ FLUSH WOOD DOOR BARRIE''t INSTALLED wiTHpUT + /' SEALANT BARRIER INSTALLED WITHOUT I SEALANT 1-i/2 JOINTS i JOINTS / I ' PLYWD. SUBFLooR / / - PLYWD. SUBFLOOR 2 X 6 P.T. "SUNWOOD PLYWOOD FLOOR SHEATHING GROUND FLOOR LEVEL--HANDICAP ACCESSER E f TO' OF Ft � - GYP. UNDERLAYMENT DECKING SPACED i/4'� q METAL CLAD APARTMENT ENTRY DOOR THRESHOLD SHEATHING TOP OF FLOOR FINISH FLOOR TOP OF FLOOR A9.1 3" - 1'- " 77y SHEA THING ELEVA'tIO►J SHEATHING COMPLIES.WITH A.N.S.I. 117.1-1986 FOR HANDICAP ACCESSIBILITY .. 2 5/8" TYPE X GYP. WALLBOARD \ \ \ \ ` GYPSUM CONC. UNDERLAYMENT c7 / GYPSUM CONC. UNDERLAYMENT 2111 � -'r�•-� 2 1 Fff - � • � METAL CLAD DOOR- FIRE OOfl W 1 F IRE RATED PER DOOR SCHEDULE z 1 a� a, W Z 5l8' ACX PU.YwD. SwEATHIL�G- 5/8" PLYWOOD SHEATHING a IA FACE EXF+�3SED) J Z _o ✓ 2 x 6 DECK JOIST--� .. 3 2 x LEDGED W/ (2) 16U -- _---T 2 x 8 LEDGER W/ 12) i60 - v BEVEL SIDING B' O.C. STAGGEFi� - B" O.C. J ` en rte• �o Ln 6 - B �`'�// (D w HOLLOW METAL FIRE-RATED s _ - BEVEL SIDING OVER ' JAMB W/ WEATHERSTRIPPING 0. BUILDING PAPER 6 � I 1 GYP. SHEATHING SEALANT —___._-_-- __---- •• ._. • " SEALANT BEVEL SIDING OVER._.._-__, BUa_DIN6 PAPER & -- r R 1/2" GYP. SHEATHGINGGYP. SHEATHING _ -- - -- SEALANT IST FLOOR LEVEL BEVELED WOOD SIDING 15T FLOOR LEVEL-45 MINUTE FIRE RATED � 2ND.FLOOR LEVEL-20 MINUTE FIRE RATED 3 EXTERIOR DECK STORAGE DOOR-THRESHOLD METAL CLAD APARTMENT ENTRY DOOR METAL CLAD APARTMENT ENTRY DOOR METAL C._AD z A9.i 3" = 1'-0° 5 APARTMENT ENTRY DOOM JAMB w z I HEAD & THRESHOLD 2 HEAD & THRESHOLD �j A9.1 3" = 1'-0° 9.I 3" = 1'-0" PERPENDICULAR WALL /� GYP, WALLBOARD A9.1 3" 1'-0" f.. (0 j WHERE OCCURS /' '� 3/4" X 1-1/2" WOOD CASING 0 PAINTED FINISH WOOD CASING-PAINTED FINISH / WOOD JAMB-PAINTED FINISH cc WOOD JAMB-PAINTED FINISH Q cy BUILT-UP HEADER FLUSH WOOD DOOR ul • � / FLUSH W000 DOOR ( 6 5/8" 1/2" GYP SHEATHING HEADER-SEE STRUCTURAL O uj GYPSUM WALLBOARD ► �„ VERIFY 2 X 6 WALL UNLESS W U-, Z a cn a BEVEL WOOD SIDING--._,_ O 4" 3 z Y ,� OVER SLOG. PAPER �'--'---i / SHOWN OTHERWISE W 0 /3/ X 3/4 WOOD TRIM x �. - RIGID INSULATION A > kyr 6i. Q li. VPAlNTED FINISH E>3 HEAD ONLY SHT. METAL FLASHING,--``` _--- 2 X FILLER � BI-FOLD DOOR La HEAD _- _ � fZ TRACK & HANGER _ 5/8" TYPE X GYP. ® c GYPSUM WALL60ARD BRICK MOULDING -- - WALLBOARD VERIFY THICKNESS \ - BRICK MOULDING BJ-FOLD DOORS ��__ WOOD CASING-PAINTED FIMSH 0 BEVEL WOOD SIDING OVER GYP. SHEATHING TYPICAL INTERIOR TYPICAL INTERIOR / I _ ~- METAL CLAD DOOR Q I 6 BI—FOLD DOOR HEAD 7 FLUSH DOOR JAMB a EXTERIOR DECK STORAGE DOOR JAMB SEALANT --`-� A9.1 3" = 1'-op A9.i 3" = 1'-0" WOOD JAMB W/ --- WEATHERSTRIPPING I I GYPSUM WALLBOARD 26 GA. GALV. SHT. MTL. I BI-PASSING 6 BI-FOLD fLA SHlNG-INS 1'A LL PRIOR � :- DOOR DOORS DOOFR and TO DECKING 11 9 APARTMENT PATIO DOOR HEAD _ wiNDow DETAILS - -- - - - ASI 3.. = 1f_o" THRESHOLD SET IN FULL • I BED OF SEALANT _ ._ _ _ •.. _ _ _ _ _ _ TOP OF FLOOR - GYP. CONC. UNDERLAYMENT ROUGH OPENING •81-PASSING DOOR WIDTH SHEATHING ----- T.O. DECKING ROUGH OPENING -BI-FOLD DOOR WIDTH + 1-1/2'' DOOR 'TYPICAL. INTERIOR INTERLOCKING THRESHOLD r' PEMKO i 1 OA 6 THRESHOLD 2 X 6 P.T. "SUNWOOD--" j ��/ 10 BI—PASSING & BI—FOLD DOOR JAMB HOOK PEMKO 66A OR EQUAL CONC. SLAB-ON GRADE DECKING SPACED i/4" � � �� A9.1 3" = 1'-O" I SEALANT SET IN Fl.�..L BED OF 2 X 6 JOIS T t,J/ 'ATChf� CON: ' / . ATIO SLAB--,,, FOR FLASHING � �_/ CONC. PATIO SLAB CARPET 6 PA � DATE *AY'll FINISH FLOOR REVISIONS GYPSUM WALLBOARD 2 x 6 LEDGER W/ 121 16J ELEVATION - _ ELEVATION ---� - -- -- FINISH FLOOR B" O.C.-INSTALL BUILDING I - U T m B IL UP HEA�E PAPER BEHIND -EDGER � ER - A A - SE L NT BI-PASSING s S JNG DOOR SIDING - VEL OVER BE IDI G O E FASCIA TRACK RA CK 6 HANGER N AP BUILDING PAPER 6 GYP..S A THING --- . JOB NO. 930 F ► r 2 W G / CONC. NOTED 0 C. SLA N B 0 GRA DE 4 SC L E A S .1 - 8I-PASSING DOORS J [ ,-4AWN BY FRANKS COMPUTER FILE f 9302-A9.1 OR 6 WIN SHEET 11 IST FLOOR PATIO DOOR THRESHOLD 12 TYPICAL INTERIOR BI—PASSING GROUND FLOOR LEVEL— GROUND FLOOR LEVEL— A = 91 -- DOOR HEAD i3 APARTMENT STORAGE DOOR THRESHOLD i•s APARTMENT PATIO DOOR THRESHOLD 9.1 3" = i'-0' A9.1 3" � 1'-0" A9.1 T . I.-O. ' A9i.I 3 = 1.-0. COPYRIGHT 199- 72ND 99., 72ND AVENUE. 12320 PAUL FRANKS At�}dTECT MST 94-0243 40 OF 65 , .•4' .M. 'w,a'..YwrY•II;YrhPR•nlMr..A'l' RP'Illk ^f :RM'kG dJM1ANYM1MJhl�P,fyf JUL 2 2 1994 MICIumnFILMEnu I IIIIIII VIII I VIII I IIIIIII VIII I I � III i VIII I illll I VIII IIIIIII I VIII 111 IIIIII 1 tW.R- (.LASS 4MADE IN CHINA I IP.1 ' 1 1 1 V �Iw P t LY 1 H fi WOOD CASING-PAINTED FINISH, . M►:;TAL CLAD DOOR � 0 BEVEL SIDING OVEN �.� AISID INSULATION G7► p $ p 1 BUILDING PAPER d ` �..� GYP. WALLBOARD \ GYP. WALLBOARD GYP. WAI I BOARD GYP. SWATHING --- GYP, WALLBOARD 1/4" X3/4" WOOD TRIM- i/4" X 3/4" WOOD TRIM- l �. / -. 1/4" X 3/4" 4000 TFUM-- N wA91W7a1 /,. PAINTED FINISH PAINTED FINISH PAINTED F!►i1SW ? 1 X 4 WOOD TRIM -�--� HEADER-SEE STRUCTURAL 2 INSULATION PACKED INTO 2 2INSULATION PACKED INTO (2) 2 X 6 TRIMMERS CON2 2lNSULATIUN PACi!ED WTOCWFINSTALLED OVER SIDING VOID BETWEEN FRAMING 6 VOID BETWEEN FRAMING 6 T. FROM SOLE PLATEWINDOW FRAME / VOID BETWEEII FRAI+IWg 6 ��2 , WINDOW FRAME TO B7TOM OF HEADER / W000 JAMB W/ ----�� I 1 WINDOW FRAME �•" 2 X FILLER 1 WINDOW FLAME WEATHERSTRIPPING WINDOW FRAME J ` 6 6 /,BWINDOW FRAME 6 x / BRICK MOULD _ 6 6 l BEVEL SIDING OVER- UNSTALL FRAME OVER CONT. �` --- IINSTALL FRAME OVER CONT. BUILDING PAPER 6 BEAD OF SEALANT 6 BEVEL SIDING OVER ---- ---- - "" / BEAD OF SEALANT 6 (INSTALL FRAME OVER CONT. D OF SEALANT G GYP. SHEATHING LAP BLDG. PAPER OVER BUILDING PAPER 6 �' LAP BLDG. PAPER OVER / LAP BLDG PAPER OVER NAILING FLANGE GYP, SHEATHING i X. WOOD TRIM % NAILING FLANGE NAILING FLANGE IINSTALL FRAME OVER CONT. INSTALLED OVER SIDING l BEAD OF SEALANT 6 \ GYP. WAL OARD �' 1 X 4 WOOD TRIM - - - `--- SEALANT __ _ OR SHIMS AS REOUIREO LAP BLDG. PAPER OVE9 1 X 4 WOOD TRIM SEALANT -- - �- SEALANT NAILING FLANGE --- 1/4" X 3/4" WOOD TRIM- INSTALLED OVER SIDING INSTALLED OVER SIDING PAINTED FINISH �`----INSULATION PACKED INTO VOID BETWEEN FRAMING.6 ti WINDOW FRAME 2 TYPICAL WINDOW JAMB 3 PATIO DOOR & WINDOW JAMB 4 SIDE X SIDE•WINDOW JAMB 9.2 3" = 1'-0" 9.2 3" 1,_0.. 9.2 3" 1'-0" z _.__.._--...,.____ W T L. WINDOW BUNDS v Fm Z cV fir. p t/! Cs 3/4" WOOD STOOL- Z { o 3 , WINDOW PAINTED FINISH rn --- WOOD CASING- INSTALL WINDOW NAILING PAINTED FINISH FLANGE OVER FULL BED OF SEALANT 6 BLDG. PA J SEALANT : ® 2/6 X�4HUNG/ � 3/0 X.E4/ � SHUNS HORIZ. Sl1DlN8 ® 2/5 X gW6LE /F��1B 3/0 X 6/F UNG I X 4 WOOD TRIM -- �---�, ISTALLEO OVER SIDING i Z --- . BEVEL SIDING OVER �~ --`-► " I �- - Z BUILDING PAPER Q-- ` ` h - 0 GYP. SHEATHING , _ tU __ % 4 - --- SINGLE 2 X SILL -- GYP. WALLBOARDcy -' '----� Q ® 6/R0 Z7- DM HORIL X SLI IG 0 5F/0 X 4/0 0 1/6 X 5/0 4/0 X 5/0 somu HUM ® SINGLE HUNG ►- w cr w0z WINDOW TYPES 0 5 {_, W 0 9. 1/,z" = 1'-0" > TYPICAL WINDOW HEAD & SILL Or 1 Q REFER TOWINDOW SCHEDULE FOR SIZES, < 3" = V-0.. AND OTHER DETAILS 1/6 X 1/6 .,. Z FD(ED n O X ! 2 A9.! A4.! fl Afl.3 A71! --� KNOCKER 6 Afl.s � and e VIEWPORT TEMPERED — WINDOW Ac's CLEAR / - GLA - DEADBOLT I A�•! i Afl.! DETAILS - - GLAZING ,' 30 � ,� so n - (INSULATED @ / - LOCKSET A0.a AA.2 II II LOCKSET - EXTERIOR)Ln ' A4! , Afl.2 Aga.! I o LOCKSET o s 3 o �? of LL EXTIMAP IN EXTERIOR INTERIOR MY" GENTRY DOOR ARTMiENT Ao 3 ARTMDIT `:/' APFLUSHTAR M ENT STORAGE O A ARTMEJNT 087-fASWAP DOOR METAL CLAD /INSULATED Fl, 00OR FLUSH DOOR (1) FAIR 81-fOLD FIRE RATED PER SCHEDULE EXTERIOR/INTERM DOOFI 6 PATIO FRENCH DOOR METAL CLAD / INSULATED a TEMPERED GLAZING Ao 3 DATE 9MY IS EJREVISIONS \ !o - -- LOCKSET El E] �E� LOCKSE C)L / * DOOR TYPES AA! i� 6 J09 N0. 9302 A9.2 1/4" DRAWN BY FRANKS �� 1�-0�� w -• � -� �� SCALE AS NOTED REFER TO DOOR SCHEDULE FUR SIZES• INTERIOR APARTMENT INTERIOR 801 EXTFf60E1 HARDWARE, ANTI OTHER OETA: G�S (2) PAIR 61-fOLD DOORS O CORE C GARASE SECTIONAL COMPUTER �PU+9 FILE FLUSH DOOR OVEF fdD DOOR SHEET A - 9,2 72ND AVENUE, 12320 PVI41tS94-0243COPYKGHT 1994 65 PAL- FRANKS ARCHITECT JUL 11 2 1994 po MiCfFILMED �' I I � I � � � 1t11 � ( � I � ( � � III1 � I I T � 1I1IIIII I I I DI1!)FR— (:LA&S 4MADE IN CIN 1 r�l •'•o• �� Q72 'irnoA OveA alrlc t �/ '�•r ._.—� l SHOWER — ROD CURTAIN ._ 10 r • fm awfi . 10.2 t]�lY .� �'iAthl� 50 0 . . . . . . . . • ' ' + _. A TUB 6 SHOWER -E , GYP w 1190AHf7 BEHIND BATH __.. " " --- 10 AA ON ALL '+ALIS, T IPICAI. ALL LOCA TIONS 1-1/2 X 3/4 - .. O U NA � . ' a I ------- MIRROR CLEAT . - "" " TOILET PAPER ►KA_UFA BATHTUB 30 X 36 ^� �0 9 24" MGUNf1N6 F1F.IOHT M I3a►GK SPLA$1 p w �P �.._ �''�• 1-1/2" X 3/4" 16 , I TOWEL BAA I CLEAT i i ,� 4B" MOUNTING WASHING --- - _ _ - �, i r- , ,_,_ . _ / �� / -_- -- f p 7IlIG HE1C,h1 T i tl � -- —_ in I - , - - - - INSTALL 2 X BACKING \/'I 3, -- MACH. SUPPLY ----- / -- , SINK , ELEC. �- _ 1 12 26 4 & DRAIN BOX 35 ` O . /. . . - _ 'I • '_� WATER I TOWEL. RING j 0 0 48MOUNTING HEIGHT TOE SPA{ i Z... 19 19 . . �. : in ""_ m '� m I _ HEATER in -- w" 'DA1. - ___. - ` ` ti T ti INSTALL 2 Y. Bl+rr(!NG - - _ - 4 m 2S L8 l.� ��T I i 14 l2� 12 (R-1) ELECTRIC FREE.STANDING RANGE NON-DUCTED RANGE HOOD OVER r a "r a�• I a �• s .• �• s e• TOE SPACE " 1 112" WOOD --- �----l 1 1/2" WOOD I „ FIELD VERIFY o 13 (REF-11 ReFRIGERATOR -- -#- ----- -- _-�-._.._� W/ VINYL. i-i/2 COVE BASE BASE O VE BASE TUB BASE UNIT A BASEMENT—HC ACCESSII9LE UNIT A BASEMENT—HC ACCESSIB& UNITS A, S. C AND D UNIT A BASEMENT—HC ACCESSIBLE UNIT A BASEMENT—HC ACCESSIBLE i4 IWC-11 BASEMENT HANOiCAP UNITS ONLY: ! KITCHEN 2 KITCHEN 3 LAUNDRY q BATH 5 BATH WATER CLOSET-HANDICAP SEAT lDICAO 19" HT, i0• 3.8" = 1'-L�" to. 3/8" = 1'-0" 10. 3/8" = 1'-0" 1 0. 3/8" = 1'-0" 10. 3/8" = 1'-0" 15 (WC-2) WATER CLOSET w (LAV-1) BASEMENT HANDICAP UNITS ONLY: rte, 1g LAVATORY, HANDICAP ACCESSIBLE _w NIT A - BASEMENT - HC ACCESSIBLE W/LEVER CONTROLS, 1N.RlJLATE EXP. PIPES ��• a e• i7 (LAV-21 LAVATORY W SHOWER CURTIANRw i Lt • 2'fi• 2'-0• 2'-6• 2•-0• _ e e. uj z M — O (SINK-1) KITCHEN SINK , HA(:DICAP ACCESSIBLE < -- I 24 - -- 24 I EQUAL EQUAL A78 SHOWER EQUA EQUAL A�� 19 W/ LEVER CONTROL " `- 1 SHOWER i9 (DW) DISHWASHER -_ • - 4 / CURTAIN ROD --- - j O O -- _ CURTAIN ROD O z �n000 J l -'� 24 DEEP , • • • ' ' • ' --- 20 (BT-1) BATHTUB W/ SHOWER HEAD OVER BACK SPLASH MIRROR O MIRROR O 21 (BT-2) BASEMENT HANDICAP UNITS ONLY: J O30 cuTr�e 4 I 46 i6 24 X 36 BATHTUB 1B 24" X 36" BATHTUB 30 O BATHTUB- WI HAND-HELD SHOWER 4 a 30 Q � - ea�r� _ HEAD W/60 HOSE ATTACHMENT 6 WALL BRACKET OVER !`�` —� [�•— - '� Q --- / 'Q 22 (WH-1) ELECTRIC WATER HEATER 50 GAL O 41 12 I ,--� 13 , 1 ' _ ] _ / / PRE-FABRICI.TED FIREPLACE (2�►) 4 m r C. i. �-/ -,„ i., `° R I I _ l „ 36 OPENING WIDTH 21 j - ------ '�_ . • ' - • 2 2 21 m 21 _ - - 2-i/2" STANDARD BRICK EARTH TOE SPACES s��• z•-e• z•-o" r-a• � TOE SPADE z•-e s/z• „ ,•_ • THINSET INSTALLED OVER GYP. CONC. W/ VINY'.. ---t ------� - } I 2-0 2-0 z*-6"_ 2'3" - -- ,1 --- i i/2 WOOD —i-i/2" COVE ss s/z• -- 1 1/2" WOOD �____,_ UNDERLAYMENT, 1/2" TOOLED.MORTAR JOINTS IUB B COVE EARTH i6 X 52 MIN. SIZE. W/ VINYL FIELD VERIFY ' BASE TUB BASE FIELD VERIFY BASE TUB BASE ' '� " � d COVE BASE COVE BASE ' UNIT A BASEMENT—HC ACCESSIBLE UNIT B BASEMENT—HC ACCESSIBLE UNIT B BASEMENT--HC ACCESSIBLE UNIT B BASEMENT—HC ACCESSIBLE UNIT 8 BASEMENT—HC ACCESSIBLE e° DOUBLE WALL AIR COOLED LISTED METAL �, w W g BATH 7 KITCHEN 9 KITCHEN g BATH 10 BATH CHIMNEY FLUE-TO ROOF. O " " OUTSIDE COMBUSTION AIR KIT. GI to. 3/8- = V-0" 10. 3/8" = 1'-0" 10. 3/8" 1'-0" 10. 3/8 - 1 -0 10. 3/8" = V-0" rr Q 24 12" DEEP UPPER WALL CABINET Ur a UNIT B - BASEMENT" - HC ACCESSIBLE � W 26 BASEMENT HANDICAP UNITS ONLY: �/ Cc INSTALL PULLS FOR CABINETS i j z• z�• s s• a �• SHOWER CURTAIN MOUNT CLOSE TO BOTTC OF CABINET r -# LCHT FIXTURE ROD DOORS AT WALL CABINETS, CLOSE TO Z REMOVABLE CABINETRY - COUNTER TOP 6 BACKSPLASH W TOP FOP BASE CABINETS I (30" MIN. WIDTH) �, � � FOR FUTURE BASEMENT HANDICAP UNITS ONLY: A!'CESSIBLILTY m 27 34" HIGH LAVATORY COUNTER, z Z p - ,.I • SINK BASE CAt3INET REMOVABLE, � w _•• _ � _ - � �• . , •� �. • . •i 1• •• --� � . � _ EXTEND SHEET VINYL UNDER BASE CABINET O I - INSULATE ALL EXPOSED COUNTER TOP 2 MAX. THICKNESS, �' 3 MIRROR PIPING " " 17 MIN, DEPTH X 30 WIDE X 29 HIGH BACK SPLASH 49 30" X 36" O 6 `� KNEE SPACE 41 CUT TM 4 � 46 _ --FUTURE ADAPTABLE HANDICAP 4i BOAM - ' "' ^MIN. 4 -_ i.0 LO - \��, ` j ACCESSIBLE KNEE SPACE BASEMENT HANDICAP UNITS ONLY: ,�� INSTALL 2 X.BACKING FOR FUTURE . �� r -~ i5 Cu •�' E �' \' ` MIN. HANDICAP TOILET GRAB BARS 4 13 — 'P 'q -'`, (D ��` �� ------ 10 . -_-_- REFER TO INTERIOR ELEVATION 19 38 ) ' m �' O \ `. \ `� FOR LOCATIONS 17 ? BASEMENT HANDICAP UNITS ONLY: I - - ----- — - - 20 30 �` �� INSTALL 2 X BACKING FOR FUTURE IF �' I I - --- HANDICAP BATHTUB GRAB BARS TWOE SPA s 2' z�� s s•L 2-�• ,(,— 2'--__„�-- __ -_-___�. 70E SPACE 3'�' z'�• i i/2" WOOD { I REFER TO INTERIOR ELEVATION s•-a• z•-o" 2•-6• I s'-8' �"--------� FOR LOCATIONS W/ VINYL BASE COVE BASE COVE BASE IDR UNIT C UNIT C UNIT C UNIT A & 8 GROUND FLOOR 35 CLOTHES WASHER 8"ATIM I i KITCHEN i2 KITCHEN 13 BATH H.C. ADAPTABLE LAVATORY CABINET 14• 3/8" = 1'-0" i0, " " " a .- i7 �� _ �- �� 36 ELECTRIC CLOTHES DRYER W,/ 3/8 = 1 -0 10. 3/8 1 0 10.1 1 1 0 EXHAUST DUCT TO EXTERIOR REFER TO ELECTRICAL 6 VENT PLANS UNITC 37 (2) 15" FIXED.SHELVES REFER-TO INTERIOR ELEVATIONS z•-'' s'-s• 2'-6" s-s s•_ SHOWER CURTAIN -_� ppp LIGHT FIXTURI= 24 'E 24 45 (SH-1) SHOWER - - —T 46 P 9" WIDE RAISED COUNTER TO 'F O O c3 REFER TO.DET AIL 7/ A7.4 V-5• 49 MEDICINE CABINET I SEE SPEC S 49> EC. 10800 DATE �� • • MIRROR `T - B CK SPLASH O 30„ 36„ 50 15" FIXED SHELF RE`";BIONS cur ;� 46 3-1/2" X 3/4" CLEATS ON SIDE AND ENDS 90AFM 4 4 OF SHELF 15 i 3 'P a 17 N ----• ..... . 20 . . JOB NO. 9302 _ SCALE AS NOTED _ - DRAWN 9Y FRANKS TOE SPACE ,• TOE SPACE 1 1/2" WOOD o"___--_ ---- 3'-0"--_----1 s a" s 2'° 2'-3" COMPUTER FIiE --- _--- - - W/ VINYL -- - ..__� _- —#- ---+ W/ !VINYL BASE 8302-A 10.iINT. LLEV UNIT D covE BASE UNIT D covE B:sE UNIT D SHE',_T 14 KITCHEN 1g KITCHEN 15 BATH 10. 3/8" m 1'-O" 10. 3/8" . 1'-0" 10. 3/8" =. 1'-0" A • Kul 72ND AVENUE, 12320 UNIT a PAST 94-024. COPYRIGHT 1994 OF 65 PAUL FRANKS ARCHITECT MMnx TDA�yi'1.1iI.l. m'. ',u M.�'�.�•','%1;'S H T'•�Nlr3".,I.rv4M l i 1 . -'�R'+" • I:�ir-.. I n'7jF'l 'miM y' JUL 'l 21994 MIC FILM Ea IIIIIII VIII I VIII I IIIIIII VIIII ! II I VIII I VIII I VIII I IIIIIII IIIIIII 1 F1B�R– (;lAfrS 4MADEIN16CHINA IN 16111111 1 1 ( '�•�.�M�.4+.«:....rw. �,� .._.rte......_...+.+wwwrn.r....rr•.rrr..-+w�WW. •��,,.ryy,.M:ar.n....Mw..M1........ -. y� SHC'IW fA1NUAL ROD D p4 r SHOWER D&W- �) i CURTAIN ROD --- - LNG z,1DTE S f or DF�WINGS A 10,i 6 10.2 rNv p FAA 5 GYP. WALLBOARD 8If1111VG BATHTUB 6 SHOWER ` BELLE�'rJE - . . . : . 1 � 7 -10 ON ALL WALLS, TYPICAL ALL LOCATIONS (P WAf9►iMTON . . 7 BACK SPLASH - _._. - _-____._.� - . ` MIRROR �-CUTTV4 - 17 24" X 36" BATHTUB MIRROR /( TOILET PAPER H0.01ER 22 9 Dnp C6 24" X 36" SHOW" ``9i 24" MOUNTING HFIGHT cF _ ,_•, .. _.- 1`1 �___... �. � �� — � 4 7 TOWEL. BAR ID - 10 48" MOUNTING HEIGHT *_n F;-'r. r INSTALL 2 X BACKING . , . • I I --__ I !1 TOWEL RING f 48 MOUNTING HEIGHT INSTALL 2 X BACKING 12 NON-DUCTED ELECTRIC FREE S TANNING RANGE �'-0' z o• �'-0• 3• - TOE SPACE TOE SPACE 1 -61 r-e s✓a• RANGE H100D 0'✓ER z,.a. �•-o• �'�• �-�---------- i i/2" WOOD i i/2" WOOD - � W/ VINYL r -_ _ FlE1.0 VERIFY �--- -- " ___.._, � 2'-ss s✓2• � 1 1/2" WOOD W/ VINYL. --. -_ __.�- __.___-_-� 1-1/2" COVE � ��-- BASE --- !3 (REF-1) REFRIGERATOR COVE'BASE COVE BASE BASE TUB BASE BASE FIELD VERIFY SHOWER BASE UNIT B —1ST FLOOR UNIT B IST FLOOR UNIT B 1ST FLOOR UNIT B IST FLOOR (WC-i) BASEMENT HANDICAP UNITS Y� 4 7 KITCHEs� UNIT B IST FLOOR 1q ONLY: 18 KITCHEN i9 BATH 20 BATH WATER CLOSET-HANDICAP 10. 10. 3/8" - i'-p" �0• 3/8" = i'_if-011 ---- 21 BATH ACCESSIBLE, SEAT 17" TO 19" HT. 10. 3/EI" = i'-p" 10. 3/8" = 1'-p" i5 IWC-2) WATER CLOSET (LAV-1) BASEMENT HANDICAP UNITS ONLY: UNIT B - 1ST FLOOR i6 O LAVATORY, HANDICAP ACCESSIBLE W/ LEVER CONTROLS, INSULATE EXP. PIPES s !7 (LAV-2) LAVATORY ? !8 (SINK-1) KITCHEN SINK , HANDICAP ACCESSIBLE z ♦h uo W/ LEVER CONTR%.A. 19 (DW) DISHiWASFfEF' � � � a o sit B'0' A7.8 CENTER LDBMT a 3 2'E' s'-,• 2'�!• s's• - - -------- 20 (BT-1) BATHTUB LN/ SHOWER HEAD OVER MliRoii OVER saac .. �^^-----�' SHOWER CURTAIN --- 24 24 SHOWER ROD �/ u ____ (� CURTAIN R� O-4 - -_ - 2! BATHTUB-W/ HANDSEMENT -HELD SHOWERANDICAP S OPJLY: A ILL. 'NOW ' IP" FIXED SHELF � ' ___. � �! - 50 HEAD W/ 60" HOSE ATTACHMENT 6 WALL Ii. 1 ar— I N I - . . . . . . . . . BRACKET OVER lb O MIRROR O 22 (WH-1) ELECTRIC WATER HEATER 50 GAL �$ BATHTUB 30" X 36" cvTrsNs-. �' BACK SPLASH 4 PRE-FABRICATED FIREPLACE opAM ` ^ 17 23 36" OPENINf, WIDTH 7 _ 1P7 ELEC. THINSET INSTALLED OVER GYP. CONC. in 2-1/2" STANDARD BRICK HEARTH 12 --1 ' WATER TOE SPACE — ' 1B 19 `^ (I - HEA UNDERLAYMENT, 1/2" TOOLED.MORTAR JOINTS HEARTH 13" X 52" MIN, SIZE. uj z �, � r r-- W/ VINYL O -1 L COVE BASE — 20 - O 15 20 8" DOUBLE WALL AIR CO3LED LISTED METAL w W O CHIMNEY FLUE-TO ROOF. In= T s o _ O a e• ��"---- " 1 1/2 WOOD i i/2" WOOD a'�• s-s• TOE SPACE i-i/2 COVE BASE „ 2�- s•-o � '�--- -- - W/ VINYL FIELD VERIFY 'TSIDE COMBUSTION AIR KIT. O TUB BASE BASE COVE BASE 24 12" DEEP UPPER WALL CABINET U a 26 BASEMENT HANDICAP UNITS ONLY: cc INSTALL.PULLS FOR CABINETS � W Q UNIT A IST FLOOR UNIT A IST FLOOR UNIT A IST FLOOR UNIT A 1ST FLOOR DMOUNTOORS AT WA LOCABINEO S, CLOSE�ID z 22 KITCHEN 23 KITCHEN BATH W r 2'� 25 BATH TOP FOR BASE CABINETS A Q . 3/8" i•_p„ 10. 3;-p" = i'_p" 10 = 10• 3/8" = 1 -0„ 10. 3/8” = i'-0" 27 BASEMENT HANDICAP UNITS ONLY: C 34" HIGH LAVATORY COUNTER, z Z ... BASE CABINET REMOVABLE, EXTEND SHEET VINYL UNDER BASE CABINET 3 COUNTER TOP 2" MAX. THICKNESS, NIT A - 1ST FLOOR i P' MIN. DEPTH X 30" WIDE X 29" HIGH � uj KNEE SPACE 29 BASEMENT HANDICAP UNITS ONLY: INSTALL 2 X.BACKING FOR FUTURE t HANDICAP TOILET GRAB BARS REFER TO INTERIOR ELEVATION ----- FOR LOCATIONS 30 BASEMENT HANDICAP UNITS ONLY: 300 INSTAL 2 X BACKING FOR FUTURE F 1 HANDICAP BATHTUB GRAB BARS 1 , REFER TO INTERIOR ELEVATION 4' I FOR LOCATIONS �• ALL WOOD WORK Uig � �.- 1-1/2" X 5-1/2" W/ 1/2" MANTEL TO BE /' RADIUS EDGE 34 FACE FRAME CABINET DOOR EL1/ATIfi � PAINTED FASTENED OVER DRYWALL. OPENING ONS CORNICE MOULDING 34 CERAMIC TILE11/16" X 4-1/4= 95 CLOTHES WASHER T. FACING ARGUND TO COVER 2-3/4" O FIREPLACE X 3-1/2"-MITER ENDS 36 ELECTRIC CLOTHES DRYER W/ EXHAUST DUCT TO EXTERIOR 1 \ REFER TO ELECTRICAL G ' 1-1/2" X 7-1/ VENT PLANS UNIT C 2ND FLOOR - -- __ BRICK HEARTH � r m � -; � 37 REFER,TOFIXED-SHELVES 26 LINEN CLOSET TRIM PROFILE INTERIOR ELEVATIONS _ 16" X 67° " 10• 3/8" 1 -0" 2ii/16 X5-1/2 z � �` 3 �� 1O FLUTED 45 (SH-1) SHOWER � tri 46 RAISED COUNTER TOP 9" WIDE REFER TO.DETAIL 7/ A7.4 PATE MAO mss.`1 1-1/2" X 5-1/2-"--- X 6-1/2" BLOCK MEDICINE CABINET 49 SEE SPEC. SEC. 10600 REVISIO'N'S B 1ST FLUOR 15" FIXED SHELF 27 LIVING 50 3-1/2" X 3/4" CLEATS ON SIDE AND ENDS -- OF SHELF JOB NO. 9302 SCALE AS NOTEC DRAWN BY FRANKS COMPUTER FIE 9302-10.2 INT. ELEV SHEET A 10s2 72ND AV=,4UL=, 12320 MST 84.0243 43 OF 65 COPYRIGHT 1894 PAUL FRANKS APOUTECT 9•IMm JUL 2 2 1994 MICROFILMED II111 ( 11111 111111 I ( , II ( ( 11111 I III � III I � III III � I � I 1 F'f A_ WAIN 4MADE IN CHINA IN I WALL NAIUW) 0 ALL EDGES & FIEU) (U.1*10J WAll I H WN (EA. END) IST' FLOOR I 2ND FL(-X)RD IST IN K#l%uVNlKMOR _ I NAMW Kul I U�&l NAI N-k0 0 -'r3AHD 4 'A "ST3' 0 4- Yff yes .X, a N 67 9 yj il GA 0 4' OC 11 GA 9 7' O.C. N3 1 Y ff IS 150 10 4' OG 60 0 71 O-C 60 0 Si' oc BAW PL-V Go 0 91 OG BASE PLY tYR3 O 5� •0 0 c a ACE PLY Y F.%S ac 0 OC FACE PL.Y UCNLEE ENQNEERS, INC C. '.Powtvf, O.C. YES Go 0 71 O.C. III, A. IZ)C, ( YES I 60 0 A, OC YES so 0 r O.C. YF BE L-ONG 16' HE":) NAIL-5 SE 5-- _--cc"Ep MATEpIA 6- It 8D COOLEP cps BE 8:D COMMON N%aT NOTED IN 5, -N-ESS NC_F_:) SE Nl.!,VV,_'-4 Cl_NN=-C'rCR Sp,.,C,NG 70 BE: O.0 0 EDGES 'a �,E_D 0 r=[:)GF-5 a CC FIE":) pow f- --,G IS EDGES OF SHE-:-Hl"G OF sEcTIoN Ow HIGH X_ .4' COISC S_.Ab _Alh'G WALL OD :A H0L-DCAN A \ �:Bes PS5- 2- V0 CTSkII -r-> : - X FOUND WALL- 06 L& BELOW >1 I r4 FOOTING oo 777 V, F=007tNG r 2\ STUD WALLS FOUND WALL Cz . ,X\ _j C-) 7 BELOW PE-_ NG r r 1 2-4'0 CCNC FTG 2- /*7 #4 VERS J LAJ 00. co Lm A 0 LJ�i ED. \A/ L L_ rl 2 Lj B 0 U N F,). \A L E_= LN3 A IN -I.— At < /0'0�4 7` P�y ROS7 SCALE: f T-C- S CA L H; I ' CIE: C== Lj 2\4 P7. MUDSILI_ W/ 2X-4 STUD PARTY 12'(P\10' A.B.'S 9 -48' CC (------ 2\-4 STUD ,/AL-,.- WALLSHTGPF-R 112 L_ WALL- 0 24" O.G.21� z 0 MIN 2 PEP, WALL 0 16, C.c SCHEDULE SECTION--- -G PER STAIR STRINGER 9 BASE WALL SH SCHED CONN PER ARCH— P.T. 2X-4 SOLE t W1 h *L < :04 CON"" 0 18' C.C. "Z, 12'OX"O' A,B.'S 9 -481 O.C.- 1�v z L 0i O.G.c. N II 24' 41 C014C FLOOPr. #-4 0 48' O.C. X SLAB 0 > • -04 CONT 0 18, O.C. .4' CONC r-L-COP > W/ 18, H004S 0 SLAB CORNERS #4 9 48" C.C. X _7 L A X SD & 71 O.C. 24' -1-:W4 CON > w E SEE 3/S3.1 FOR FTG ff 8. REINF PT 2X4 SOLE R. jLx, #.4 X •241 0 F7GSARS Z�_ .145 POWDER WA�, SH-G PER [:)PI/EN FASTEINEPTS SCHED 7 8" 0 C. COMPACTED FOUNDATION lox GRANULAR F1'-L --- 1-#4 CONT '^/,/181 DETAILS & HOOKS 0 COPNF-PS HOOKS 9 CORNERS _T YR IN7 SHEAR WALI i"XIS STUD WAL" S II SCHEDULE �* 7yp ST ,112 F=0U,*-i1DATl0N W,4L_L_ S7F—P F=C)UNED t*'0�97YR F=0071NGSTEL 16" C'C r7 -a I j2\4 STUD WAL-L 0 re�� I is* OC. 0 1C/S1.1 X x SC ` ,_E: 1" 11 SCALE: 1" 11-01" sCI1" N, 4.-7.S o;� 0 U) #A 0 le, C.C. X Le '' �` N l+ WD5A PER ------ • ID/S1.1 -S--G C11-51- �F 2\6 STPD WALL. 5r_-ED__F_ - ALL SHTG PER I0 * iX.4 P.T.P750-E T. SCHEDULE------) cp 2\4 P7. SOL-E t WAL-L SH7G PER C.C. •9 S&SA 's HOL-DOW14 0 IB/sl,l 3 40• 7 F --CNN *rO DBL STUD IA5 POA�:)EEP r�Pl,/EN 145 POWDER DRIVEN SCHEDULE P"rL 2\4 SOL-E OL AA4 STUD WAIL., vvr - ILI ILI F4,STENEPS a is. O.C. 0 BOIS, -4 F FASTENEPS 0: .1-45 PCwk/DEP DRIVEN E WALL_ 2-1,4 STUD WALL_ 8' O.C. 0 SMEHp YlY0 O.C. 2X6 STUD WALL 8' O.C. 0 &-4EAP FASTENERS •9 12' OZ. L 9 2XS P T ?'AGDSILL •WALLS 16 D.G. 0 3A/33.1 WALLS DBL 2\4 STUD PARTY \10, A.B.'s 0 48, O.C. Z\S 42' O.0 9 CTHEP 2X-4 STUD WALL 0 12' O.C. 0 OTHER • is, O.C. w.' mIN 2 PER WALL- IS, O.C. •9 3/S3.1 4' CONC S_-& B'S 0 48' O.G. L WALLS SECTION— [)A"'E MAY 11. 1994 "AIN 2 PEP WALL INSUL_ BREAK PER ARCH--- I OZCH-- • 5A 5-1.1 POO/':)F- 9 24' OC IMP RE VS�L L SI- EAR 7/6/94 0 • • 24' 2-*A CONT W/ 18, 04 0 481 0 C, X F4 7-1 F T HOOKS 0 COPNERS d" CONC PLP 5��,g s$4 0 W O.C. W/ 18, 2- U-4 CONT 15' HOOKS 0 • HOOVS 0 SEE 3,'S3,,' FOR FTG JOB NO. 9302 Sc ALE 040 TED 20' DRAWN BY JDIJ _70 • COMPUTER FLE FRA623S5 eS 1- 04 cops- �8. %.. SHEET HOOKS 9 CORNERS "NIf 'G 2 7YR IN7 NON-5PG ��4L_ L 1. — Y '::� - ?O'P P "' P7Y F=7G F=C)UND \& 41 BPG \A14 L.L._L_ F7G. le000�4 7 E. SCALE. 6.L_ 72ND AVENUE, 12320 S C o4*J p:-: '1" = ,,-O" - SCALE: I" MST 94-0243 44 0F 135 JUL 2 2 1994 MICROFILMED nw-q (;[.Am 4MADE IN CHINA IN 16 11 1 r >1 III VIII � VIII � VIII � VIII � VIII I IIIIIII VIII Illilll 1 7j 2 L L:l 5 -did 1 y"r">;1 STRAP EA WAY -- - - -..".. %c wc)ov- SHrG --2X1p HIF' PAPTERS IV 1y' ROOP SHTG- WALL SHTG PER GBL 1X4 -STUD PARTY 2\ Rr► 1 H3 • EA HIP SGHEp _._ __- ____ ._ WALL- • 18' O G .... ANG ! PaBGia r/i _ MA ....,,.,� 2X4 SOLE t W.' \ X4" GYP CRETE ' f TOPP'G CA K26 +X! Q._+1,"� w 2- \\ •a" FLR SHTG �\ 9G • 6' G r 1 sWE"v0 ! �'� / 16D TOE!r,:!: S E.. PPECA9 E'tiG NALL SIDE �` ' P r+ . • TCSc 6'lalt -_._ �'. O �g8 Tvu33 w 8 ----exe SM wi Aae RA w c, • aM °' _ ..> # ,. 310E TO 06L. R / 2X4 BL-VG w, 2- I8✓ • FL. ENG \ i 6x6 KINGST \ w 8X8 COrIT SM �'\ �\. --- 2X10 BLKG W. ' CON LEF 2X 1p FLOOR 160 TGENAILS ` 'tI' NIS, It 6�� JSTS M A34 CLIP • 32" O.G.406=1 • V" 0\ 6X8 SL.KG �\4 P,-4TE E:. V I 2X4 X12" SPACER • ` 6Xd 9M - 2X8 STUD WALL 48' C.G. W! 2- 16L'0 • v..t, :. 3.4'rG PER J \ I • 16' 0.C. AS SHOWN ® 4' OC. PREFAB ROOF I 8X6 P 411- _-- 'rRu55E5 Pl=a Pi...AN OST W HL-35 ANGLES EA SIDE DBL 2X4 STUD PARTY - 2_ 160 ® DBI_ It-_ __ CAP-- / BCBd 2X4 BLKG W/ 2- 1e0 - W,4LL_ • 18" O.C. • 18/51.2 EA END 8 16D 'T \ _ W! a W THRU BOLTS �. ,i NO Wi L_t_ • 8A:'S1.� TOENAILS • 8` O.C. , + { + O W T O YX� ss'� X4' LAGS i.2 1 TO D9L R. 00 s TO 2:x6 TO POST CON �a TYP PAR?TY w%.� L. L_ CO) JSTS _U�HOV SE VV r " �. O P`."1..� ��ALE: `. :, x SCAI._E: -- -O 51.2 x �1_" SCAI._ E: 1" = 1'-p" - �-_-- --3.�' GYP CRETE TOPP'G DOM +►.. - S-4 YG P-» �j "- -- se" FLR SHTG. A IL !1 • - 8D • f�" O.C.--- - ----- L DSL 2X10 BLKG 2X6 STUD WALL - , :'� SHTt:,_-___..-.._ � 2X8 STUD WALL � � • 16' O.C. • 16 O.C.- "II ------- MST 37 STRAP TO WALL- SHTG PER • JAMBS R!E. +.B RpOF < TOPP'G -- .__-_- 160 • 8' C. sa' FL-9. SHTG- ! o SAME STUDS AS SCHED --- 34' GYP GRE E 2X4 SOLE R. / ' f --- 2\10 FLR JSTS- II j HOEDOWNS -3- 480 z > -!� ' -- aa" FLR SHTG- 2X10 BLKG coO�dcw 2R16Q 1 EA END W/ ---- 2X10 F=LR _ __ I I I ' -_ _...-_ I > I 2X4 SOLE It W/ JSTS 1 1 . 16D • 8' O.C. ---- - �„ 160 TOENAILS - -- - - Am un LEDGER. W 2- EA SiDE I 6D • EA STUD �; -2x10 BLKG W/ ✓ 160 TOENAILS • 8' O.C. -- -- ; \-------SPACER. PER B/S1.2 -- 2X6 SOLE R. W 2- ' 16D • 16' O.C. Ij - -- - -jlow TO 6M I� 2X10 BLKG � 2X10 BLKG Wi � 1� `-PpEFAB ROOF I Ii;j _ 16C TOENAILS 1 TRUSSES v"// HNGRS --2X0 FLR JSTS O.C. PER MPG CONT SPACER �` -- 2\10 BLKG w / 4- tu 16D END NAILS - 67112 BM I 2X10 FLOOR - i b- Z 160 EA END _. -.-- -__ _ C3 JSTS --- 2X4 STUD WA`- 2X TRnr1MEc {I?iG I TRIPLE STUDS SPIKED 4X12 HDR--- TOGETHER W,' 18D DBL-. I • 16' O.C. --_____------ _-_- -___-- .� 4\12 SDP --- I m 8" O.G. 2k4 PLATE - - - ---------- --_ SHTG PEP , I STUDS Sp'".E:. Q�/ e-+� - DBL STUD 2X4 PARTY SCHED 'i �f . ( TOGE--EP. 160 dip • a' c.c _ - I __ _._ WALL ® 16" O.C. �- D _ r �' NOTE: US TOwE �2 _ I YP S-T E PP _ � �-' ��O� ADD 2X6 TRIMMER a A e T`.J �( �� I 1 I HDR • l5ZS!,2 G� 3. -- L ,� ►_L TO yv AL_L_ HOL.C�Ow?� /*�13PAPTY vJAL_L_ C@ FLOOR, JSTS rlZ4 TO SHIFTED BP G \rJALL_ CO1`�i`� T�'P f4Y\12 HCP / SAL_' ?� � �- k �.oCl �_2x sCA�E: �I, _ �,_Q„ S'�.2 x SCALE: 1" - 11_0,1 S'f.2 x SCALE: �„ _ �I_o, S'i.2 X sCAL_E: �° - �,_Q, S'' 2 x CALF: _ _�,. S - ua 12Lj LA_" C3 Z _ -4- - z 2X8 ST. D WALL • ® E,s, JST g 18p 0 2X4 STUD WALL ® WALL SHTG PER - DBL 2X4 S-,jD PARTY 2X4 STUD WALL • TT� �T- 2X4 STUD WALL • Q 2X4 SOLE . W/ - - I WALL ® 6" Q.G. 16' O.C. W/ WALL 16' O.C. 'W/ '.%/ALL Ii06 8' C�.. TO Ri*1 JSTS 16" O.G. • 7 g 7Ai 51.2 SCHED ---• II NO WALL • 76 'S1.2 - j 160 • 8" D.C. I SHTG PER SCHED - II SHTG PER SCHED 2X4 5.J_E R ® 9A;'S1.2 II II -- AC cs 6" O.C. I Sri • 6' as aa` GYP CRETE aa' FLR SHTG -- �A - Ae GYP CRETE W/ 160 • 8' O.C.----- --, I --se" FL-P. SHTG. • 10A!51.2 II I Z •-OPP'G TOPP'G T aa" FLR SHTG---- II I sa" GYP CRETE da' FLR SHTG II I �' GYP CRETE � 2X10 RIM JS W:' i TOPP'G --so' F_R SHTGIT • 8' O.C. I I I 'OPP G 1 II I I 2x14 RIM JST - W%160 2`110 BLKG W/ 2X10 FLR JSTS EA 2X10 FLR JSTS-- 2X10 SLOCK'G 2X10 Bt_KG W/ � 2\10 FLR US S 2X10 FLR JSTS Y,I/ 2 2- ISD • DBLFLR S � / 160 TOENAILS SiDE • 7 ff 7S,IS1.2 PER 1/51.2 16C TOENAILS ® 8" O.G. \ LAP 4' MIN U210 HNGRS • y 2X10 FLR JSTS • 1- I _. ® 8" O.C. ' ,� __/ - 43.4 CLiP • 32" O.C. FLUSH HDR- ---� 1 6X10 BTS ',- '6D WALL S`�'-G PEP SiDE • 7A/S1.2 DBL. 2\4 PLATE 2X4 STUD WALL I -- -- -2X4 X12" SPACER. ® --�---- 4X12 HEADER '.I --� 'O END t CP ST;:DS -__._.. 48' O.G. W/ 2- 160 DBL TOP FC- LP ROVIDE DB�a\,2HEADER � ^6" O.C. -__.___ _� - DBL TOP 2 I SND 30NN PER EL D • OPNGS Wi ENDAS SHOWN • 4' G.C. EA END FLOOR I C��vr PEP 15:'53.3 `7� '?� ---- -- WALE SI-IT� PER � ��>� O� FRAMING -rYP SCHED S!" ( S1.2 DETAILS E . T .�..._ L-- ~� P- P JSTS 7 �L_00�?. TO >3�?G w>4L..L_ GJ1�1� 8 TYP PAR -7 wAL- L_ C� JSTS 9 TYPL_00 ? �TO 4, '(2 HEAC.��>�? 'i0 FL.00�2 J T ~ i S TO S ,�„ SC41 E: I _ �+_0I, S'i.2 x SCALE: 1° _ f'_C,I S'i.2 x SCALE: .,,I � 11_0,I \L-.02) x SCALE: -- ti --- 2\6 SOLE P W/ 2-160 2X4 STUD WALL m 160 m 8' 0 C.----- ------ _ __T_ _-- • SLOCK'G 6 16D • 16' O.C. • 2 it 28/51.2 2X4 SOLE 2 W/ 8' O.C. Y0 RIM JSTS NO WALL • 2A/51.2 3 2- 18C m BLKG S-�T G PER ` I F --� � a � T, a{ GYP CRETE ------WALL SHTG PER 34" GYP TOPP'GRETc-_ __ -1 WASE SHTG PER '14' YP TE �T - - `;-HED G CRE , OPP'G -- -_.._-__- -- r- -- GYP CRE-E SCHED �- 'OPP G a LR SHTG TOPP'G ) 8a' FLR SHTG - T 2X8 DECKING -`a' rL_R SHTG [Y ea FLR SH G 6;. a 2X8 DECKING 1 i I \6 Bti_OC�G r2X6 DEGK:NG _-'ATE WA> yya V_ �c�S1QN 8 . • 9" SIC __--_--_,.. ___ _ 2X4 SLKG W/ 2- 16D �j �' - �- EA END • 32' O.C. - � i I I • 26/51.2 2X10 BLKG • 2 ff 2A/S1.2 - ---2.X6 JSTS W•' I 1 ZX6 ;S"S b► �:,26"R - W/ 2- 160 • EA END 8 2X10 FLP_ JSTS.- T U210 HNGRS TO _�-- ti c PARALLEL 2X10 • DBL TOP 2 2X10 RLR JSTS I H G .S • C%P'tiG3 ,�,, EwG; SLR JSTS GAL TOp rE --------- - SPACE • 24' O.C. LEDGER fi --- -_-----� CONN PED 15'S3,3-- __ � - _,_. • SHEAR WALE. r� ADD �t" PLY W; I � 48` O.C. • OTHER 2- 8D • 3' O.C. VERT -- 2 8 LEDGER W.' - --2\8 _ GE>= JOB N4 9'302 / 2X10 S�OCK'G • 48' C.C. 2 - 160 • 8^ O.G. 2X4 STUD WALE 4X8 BM. CONN THRU �� NOTED W/ 8Q • 3' O.C. • FLP '- _WALES ff 8' Q.C. HOP. I I 8'0 \5' :.:a3 • SCALL TO RiM JST • 16' O.C. -- -- ----- --- a" PLY BACK'G TO _-� SHTG. 2- 180 • JSTS &-4. ,) ---_ 2X8 STUD WALL I I DBL.. STUD W� E"'" jam"" D'RiSw'`� P` .�1►1 HHUG HhGR 2X4 STUD WALL CCW'jTEF ;'RA2>S6 EA END E • DBL R2X4 STUD W2 IS • • 16 O.0 ---.._._.._-_` I I • 12' O.C. w L_L H PER 16' C .G. • 2 � 2A:51.2 NO WALL • 25;•31.2 - - - -- -- WALL SHTG PEp 2X6 g'LJG r.A�L 1 DELETE • VENT RUNS -- ^,T S l.2 I SCHED SHEET yp JOIST P,= 10 IDEC� 5E>~ fvi 2X6 LDECk J� SSml.2 R4F 4L_L_F_L_ JSTS 2 P4R 4L.L..EL_ `v.,IAL_L_ TO F=L-CDOP 3 � TO 1�l>b,l_h CO1`4i��CT1Oi`� � TO ��niAL_ L_. COf�4h��CT1O1� j TO -A4 STJC% 1N G `v�,II ,J,ILL- �r.2 x SG�•L_E: 1" a 1'-p" S� 2 x � II a I I� 72ND AVENUE: 12320 SCAL-E: '� '� -© S x SCALE: '(II _ ,I:_v, �.2 ,. :fir' e <! _ E. = 1 -�' J ;r.� x MSI 94.0243 45 OF Ei5 1 : JUL 2 2 1994 MICROFILMED F7B17t- (aa85 4MADE IN \ CHINA IN 10 11 1 T �® . PREFAB VAULTED t�l f END WALL TRUSS SIM r s :.`�-,. ~ c�: DBS_ 2X8 CAP t 12' POSPI �. A - �.. 2x.4 BL-"G w 9 ' OCONLEE �. ` ` T`- ;,r P J -...,\`'.•. E•= E^+:� a /E•,- � _N,,4 N E E. , ► :. `PJJ-E�� `�\�\ ~ .._.ES PER , r✓C. • �r. •1 ~GF_0 :\4 ': R00P SHTG ... ...� `-�.,� ., :X6 Tf?IMMER W•" DBL.. �.. "•^- ` -. 6.^ s :-+' :; s 6V ® c:, EtiG . 2\6 KING STUDS aw ! � 'R�.3S vEQ'S �` � \ � 2- 16D • 8' O.G. 16p PER -r- _... SSES- 'P.. pcG G 2 'b✓ s 1✓_ O U til G E N, r G `,3 ENP wAL-L- ^2' ROOF S�-4'G 8D • 6' O.0 I - - ee` WALL SHTG - --- _..__._---_._ 8D ® 5' C)'" GPEF S JES' EQ •ww__ S-•-G RCOP S-TG PER SGHED _ '2' ROOF SHTG PREFAB ROOF G Lm !_- -.-\� a _ S'- -- V 8D • 6' O.C. - N f_ TRUSSES ___ _ _ � -_ F Gc If I JT 7� - --- I - '6: E.. c�✓ � r `\ _-._�._ I I L\4 C✓GES I. ; 1cr 2• ROOF SH-G 'K.i ` E» _✓` - mJ S 6" i r \ ( DGEc;.S _NC J1,.-._ - 8D • 6" O.C. =aB PCO= - SS w ,6 \ G\.\ ..\8 JG_ MO -5JE5 c v_ PREFAB GABLE END yr . WALL TRUSS - --GIRGEG 'p.SS t"\4 BLKG • 49' v :, u. BACKING 2\4 BLKG ti•; 2- '6- • 16' O.0 I \ I E;- END & 2- '6: I s�' c_0 S 'G T T .. - -----16D TOENAILS m G E�:. GIPDER '-PUSS MEB - -.__- __ '6' s S,• - \4 BLKG PER _ � /7- 2\a 6-�G • 24` O.0 OPE;=AB ROCF _ 2X4 B-VG GER ' S1.3 -- / TQ�SSES PER. PL 3;•53.1 _ PREFAB ROOF ---- r+tiGv PEP TP„SS Z n 6D COCLEp 5 s G N —2X4 CONT SPACER � Q 4. O.C. TO GYP B.^. a 2- 6D • DB" R.- -- SHTG PER TRUSSES -- -- ----- V=G _ ^ ___ DBL 2X4 PARTY SGHED— --L. � W� 2- 16D • 16' O.C. i--- --`----" cOP ,.r_v,S . _ _ c t,•� a v 1 , ' 2- .6C • TRUSS Ea WALL • 16' O.C. AS SHOWN I SEE sl _ �' ~- W _ - ENDa • DBLR. i `. 1 CONT SPACER j( �------ DBS 2.\ti PARTY PER 9151.3 n.. - �,, " �_ ,— ~• �-• T O f— f-i WALL_ • 16" O.C. O^ n 7Y \^/,4L-1— 9 ROOF �" -� _ R � ; ,.. � : � O p �_ . ��_� _ _�' AR Y w,�L..l._ ' PUSSES TO GIR J-,R. T' ?Us -- � m SC A.LE: I" - T-37S� 3 _ c� - � �t'� "- n, RJ� �t� �O ``� •Q � 2\4 SLEEPER p e3J r-- — 8D • 6" O.C. C� ROOF � � -P-SSES '60 ® E.:. rP.uSS-� 12' ROOF SHTG 8D • 6' O.G. } PREFAB VAULTED Z -- i F > Ilk 'Q.�SSES � r 12" RO F - - Q 4 B,_�G ., 2- 'b� -.._ O SH'r 12' ROOF SHTG \' u _ CUAO TRUSSES ~ rj� � � SD • 6' O.C. •'� 80 • 6 O.C. - !�/ } „STS 16D TOENAILS EA �` \ SIDE OF TRUSS - 2\'O BLKG • EA -PUSS,,` 2X4 CONT W/ 2- , 12X4 BLKG W/ 2- 1% 6D COOLERS • 160 s EA END—------. j 1 16D • EA END cm - u I 4' C.C. TO GYP BD 6 2- 16D v .1S' TRUSS __- 3--G PER ROOF PREFAB VAULTED / I I 6D ® E� S_ _ FRAMING TRUSSES PER PLAN e WA""S SHTG - 'z' ROOF SHTG DETAILS r� :,` \..)'S T S W/ 2- 16D • DBL = PER. SCHED --60 • EA TRUSS 12' POOR SHTG - =Q. ..•G E 2X4 BLKG W/ 2- ^6D _ --G __ __-`.._ J - _� _ i EA END � 16D �.-�' �•,,.. ��• .____._._.____.. 2X4 BLKG n ..- '6 1 \ TOENAILS • 8' O.C. EA END 77 s c r / TO DBL --- - �' ! -=-SSE R..c -SSEs . 2X10 LEDGER W:' ,' —PREFAB VAULTED _ J 6- 16D • EA E� �_G •„S_ ' - STUD - W/ 2-TRUSS 6D ES P• DBL iL ( __ER PLAN _WALL SHTG PER SCHED 2\6 SO_E IL 8" O.C. B�wG DATE MAY 11, 1994 -2X4 STUD WALL. - • 18. O.C. \ -- -2X4 STUD PONY WALL REvISiONS • 16" O.C. - 7/8/94 PLN piK Ij _ ^� / ( —2�c4 BLKG W SSES GS PREFAB �6D E� 'a TR,, ri/ HNp 8 AUED �. • 8' O C. $ 2- 16D PEG '`^GG _ _ TRUSSES PER PLAN K I EA END I ' + 2- 16D s '� Wi 2ISD • I C DBL 2- --� - �- =.B_ :\� B_� G 1 ` '+CHOP • -- II _ --2X4 CONT SPACER Y -� W 2- 16D ® +6' O.C. PREFAB ROOF 2\'O e_KG 'W,' 2- s 48' O.C. AS SHOW'S rRUS•SF_S w. 2- 16C 'SG • o - I I _.�4\•2O HEADER E'tiC '6D c:+ END---1 / JCB N0. 9302 TO n5L IL ---- --..�� _ S -G GGO 2\'C FLP ,;STS ,w sr =135 v► END DRAWN 8Y .D41 -� _. _.>l ,� =_tip BM CONN �� -E ADER SC ALE KC11"E. - .. OBi_ 2X4 PARTY 1 CONN' PEP ^5 S': '6D • CBL 2-- CCMtPUTER Ott E fRN235- GEp '5;81,2 ' WALL SHTG PER - - --- -- S S' = - WALL • ^6" O.0 , E --- WALL SCHED------ ____ _ 2,\8 STUD 'WAS.- s J • E' J.0 w.:•�_- SHTG PERfc- 18 O.0 `T ✓ ,�,�.� ..r..� '"� I 1/ � O O f ! �U�T L.� � � SCHED F• EXT OOH - _ N I 2 T�?U�SES O 2X4 STUCK 1n/ , L_l_ .� 7 USSES TO r�NRTY w4 �...I_ -�- , ,,2 Bsl � LE) � ,- _ S-1.3 ID 72ND AVENUE, 12320 _C„ C p� cam" C.:►LE: , •� x - _ MST g4-p243 `J 46 OF 3'5 Y0111 MICROFILMED illli � � II1II � IIIII � I � � � II � � IIIIII I IIIII � I II1 � I I � III � � I �- �:� 4MADEI IN CHINA � IN 16 , 11 11 ( Y V ' pp- .,► ..,.., - .. _. ..... a wwpyNrq..•ry.►.uer.�.�..R-:.. 1CY't'.• , ,, r 3 AH8 UNE 2 1-114 1 UL ! GAL _ t1_ 7 ARES UNt n AQU 10 MAQ A ll l.AL._l�EG_-_.. � 1O VAC OVA �_AAI�W� - 5 APO UNE I GAL 11 GAL " 3 LIR TUL . • . �II vnl 3111,Wows. to LAJ -- - - - `---•moi, .. .. . W R LAWN ; W * , r I ACE RU@ W ' 'L ( e..Jry ^� ( YR L'AL._..__- ! PIE FL M Y - � •_ � PLANT LEGEND 3 S1L i 1AP _ - r JAP 1 PYR GAL 3p1N_MUCz_ _ AL r2 8'-10' AGER CIRCINATUM - - - --- -- •`-- ,�� _ VINE MAPLE - - --. y_,M o (71 ...,N 1tI 2' CAL ACER RUBRUM•RED SUNSET' 7 AZA HIN RED SUNSET MAPLE 33 O'-7' CALOCI:DRUS DECURREN5 INCENSE CEDAR — -- • ,' fill. 27 2'CAL. LIRIOOENDRON TULIPIFERA TI:Ui-TREE 1 JUN CHI ' i t -10' PSEUDOTSUGA MENZIESII • ,- -- WSJ L AP- LAWN m DOUGLAS FIR ;- — : -- - - 1' 2'CAL PYRUS CALLERYANA 'CHANTICLEER' FLOWERING PEAR ' 7 PRU LAU r �f'fl41 LAU ' w. 8'-10' THUJA PLICATA _ _ _. _ _ _ _ .. _ _ _ _ _ _ _ ._ � 141 RED CEDAR - (- - - - - - - - - - - - - - - - - - - r. - - - ��• - - r - - LAWN > nJ 3 PRU LAU a rn d n Is X 63 S GAL. ARBUTUS UNEDO'COMPACTA' STRAWBERRY TREEIs A A HIN- c, Fes/ y> m 16 S GAL AUCUBA JAPONICA VARIEGATED AUCUBA , a Rte. � 1 GAL. AZALEA 'HINO C9IMSON' HINO CRIMSON AZALEA 3 PIN MUG / 3 PIN MUG ; � �� ' un 19 1 GAL CORNUS STOLONIFERA BAILEY] --- -- � - - ' --- -- , �'-� :: � . m u REDTWIG DOGWOOD . LAWN f PYR CAL 30 S GAL EUONYMUS JAPONICAYMUS f ACE RU© 15 5 GAL. JUNIPEROUS CMNENSIS -TORULOSA' LA HOLLYWOOD JUNIPER '�;;;;:a i L 1 GAL- JUNIREROUS SQUAMATA 'BLUE S-BAR' JUNIPER ' LAWN I_�U_N_�NI j 10 1 GAL MJ►HONIA AQUIFOLIUM 'MAYHAM —r %j OREGON GRAPE 1 10 5 GAL. AMMONIA AQUIFOLIUM 'MAYHAN- OREGON GRAPE i j. 3 S GAL. NAND INA DOM. 'NANA PU RPU RE A' DWARF NANDINA 5 AZA HIN 8 30'-36' NANDiNA DOMESTIC 'MOYE.RS RED' NANDINA 3 PRU LAU - ~ € � Z 3 18'-24' PRERIS FLORi®LINDA 'FOREST FLAME' ' --•-- _: MOUNTAIN F�IERiS 12 AZA HIN ' —_ + O 37 12'-15' PINUS MUCO MUGHUS , _ y i NAN DOM ' b CO MUGHO PINE , a o � �-• �_ __— W 54 S GAL PRUNUS LAUR`OTTO LUYM'>»N' LAUREL 17 AZA HIN ' a �' ' m g Cr 0 21'-24' RHI 'JEAN MARIE DEMUNTIGUE' °'""� O J. M, DEMONi1GUE RHODO. 20 1111 1' RHODOp�1DRON'UNaUE' UNDUE RHODO. r -�� T -- ' 35 S GAL. $ KIl�/nMA JAPONICA 8KIMMIA � � '•••;,'•:`•• Iz•v„,� e , 20 1 GAL VACXyNIUM OVATU7h1 :�:;• r EVERGREEN HUCKLEBERRY 1 PYR CAL : ''. • W _ 4 5 GAL VACCINIUAI OVATUM EVERGREEN HUCKLEBERRY ::71', :::••::,:,_ . �� LO 468 CY * - ADD ANNUALS TYPICAL LANDSCAP ^�- ' •� ter': ` ' ., 6A7 4 LIFT / SEE ARCH �- - +' t1J LL- ---- Z /. --------------------, s 7.1 ,' • , . LAWN .i Notes LAWN LAWN Z O -LAU ' w e ' 6 PSE MEN • a. q Ground covers to be p1aM•d 3 foot on center. - _g PIN A + = _ ZExisting trees indicated ars to be saved as feasible depending on Issues of grading and drainage and the \4 CU • health of each tree as examined In the field. LAWN , • • � 1 GAL. ARCTOSTAPHYLOS UVA URSI KINNIKINN►CK 3 I5 AM UNE Cn • � PIN MUG__.____ 1-2-PYS CAL1 GAL HEDERA HELIX 3 ACE RU892 IVY 3 LIR TUL , I ACE _--- 3 PYR CAL 3 CAL DEC ; 3 PIN MUG 4 VAC OVA 5 GAL I 3 JUN-CHI ! CAL 3 PRU LAU q RHO JEA I GAL. VINCA MINOR O RHO UNI_ 3 JUN SOU Match Line VINCA • I 5 RHO UNI 4 SKI JAP 3 SKI JAP LAWNO r------------ --------------------------------------+ v; ---- ----------- -------------------------- ---------- --------; ■ • ■ ■ • , n ■ ■ ■ • , BARKDUST B ,.u; ; 1 THU PLI ; `f LANDSCAPE r , • I ■ ■ ■ a e a "„'•• ------------- ------- ------------------- -- - ------ -- -- - ------ ----- ------------------ ---------- ----------- PLAN • ,' WEST - f LAWN - l/ :1• 'r`- t ``fit^ .►^a-♦ —_ ,' - — ~� ''—— I •_O- _ , ' LAWN {: GR[ IND FLOOR GROUND FLOOR GROUND FLOOR THU PLI :'.. UNIT TYPE A GROUND FLOOR O- ►,i: UNIT TYPE D i_: UNIT TYPE A UNIT TYPE B 3 RHO UNI 1 NAN DOM DATE MAY .Z 1494 ' - r �-•''�- - _--- gwISI0N5 GROUND FLOOR GROUND FLOOR i' e GROUNDFLOOR OROUNDi"LOOR ' UNIT TYPE B UNIT TYPE A {� j•"., UNIT TYPE B UNIT TYPE A ; � CALULC I - - - - - - - - r-- -•- -L r - -� - - - - - a - _ _ ,- _ - _ -.� �y!• _ �/t' i -.. \ \ ��l• _ _ _ . ' _ — -. ___ ' - � y Y NORTh� JOB NO. 9302 SCALE i'-20' DRAWN BY F ••.10'.z- 3 ARB UND ( LANDSCAPE PLAN COMPUTER FILA -11Ifl.Il:i 12*LOC �.3 LIR TUL L1iHu PLI 12 MAH AOU 4 THU PLI _ I 9407 Li i i i MAH AOU iUNE - --- _ 7COP STU5nEETi-` 1 GAL 3 PRU LAU I i GAL � 20 40 60 so too _ i ACE CIR i GAL L •� 1 • 72ND AVENUE, 12320 MST 94-0243 47 OF g5 CUp`vRIG"" i r?94 FA�rL �AANkS 4;�('ti;'F�' JUL �; 2 1994 M C"001FILMED 1 F1bFFR- 131AIN MADE IN CHINA IN 16 11 1 1 yk�4 y �. 9 MAN AOU � CHI�p��.��.N_.. ( i GAi. .13 MA11_AQU. 5 ARD UNC eve i GAL �.A�1�.vlAP_ 3 AEiF� 11r�F � _- � ,� ' 1,. 3 urs nay i.of Y!J of _ Y 11 N' Ca0t4V11A.0 Fr/C � �4-4101 YA J. • a1+1JC Q+R �alOrt t.Nl CK/+i �Xili W/L4�. 7• �� I • AA-1C)u.�t� ,* So�c �A In 0. AISO 1%1VAA uJj = Si C4vta3 • ` - - •►r g" - LAWN l"JE4VK*i'1!.cSL► A[ i NAss ` / �uGav�Te T�V/C.E c�rs•4a+�rlf✓C - 1 . ..J ��/ '. 'z " ,.C/ OP• /ti,17 7�,L L IR�.S/T`/O'•V /��T .� � I iil. C.l'OW.I/ /" Al101/� <T'A/A!I✓ � I LAWN 1 ACF RUB • I �" r rLim 4&4s/.V t CN e..�/cnAty war � i LIR TUL 3 PRU LAUD !-• � Cn (n I ACE RUE1 ; uj J Q r r ..�. 1 THU PLI_ w "" I •' ,L 5 SKI JAP W J, - • - c ACAI:. /u sOole, .M/x AS IPYR5 PIN MUG I I ;: � v L 3 CAL DEC _p- ,- _ - - ' m p > p LAWN f sr-asc,fi .,, �• — i ACE RUBS +: ' r ~/r./,I .♦+A♦`�,� p' y / . • I I I • - ' { , , I••MMI. y> RCrAAd V5 177F:' rHIAro GIS d3t h ",AP M!A//M gLAi Z r • • _, 2 ACE RUB TREE aANT/Nb �'Ti1/L _� ---- ----............. ................. _ - •^ , ; I - _ - _ ti:Ts _ - - -- - 3 PRU LAU -- I • - - - y • , I I 1 � m o I• .� o LAWN LAWN I 1 I.•+ o 3 ACE CIR �1 -�- • 1 3 PIN MUS , r• �. t , I Z Z X i NAN DOM • '<:, _`�'.; i:... o- ' -- -- I - -- i THU PLI c I �, 4 +=------ >: ' - - I __ - -___ 3 PRU LAU v > N ^�/Z GrAtVAA//Z&'o w/,tl�- -1.AC - CXGIVATGe TW/LG l�/1M6'.�itL TM,; •.t LAWN �k t1 / - ,-c► I � ♦y OF QLi�Tf3+1.L4. vcLS/T/ON Fc:'L)T r •h'•.t.' J ; 'r` - :--- le't.oc- - __ —_��pI-FLO ~ r .^ r 1 THU PLI . - . - -- -aACE MR- . I � ., M •: yar - - ,�. MUS o W a Z g•Aa.c Mucc A.•5 s+0arG/Fi6o_ ��'•`i.{;••1'.:i' _ , ; _, -- -15-PIN - cc LJ o TL5AAA VrV'/CY wArWe �' .S✓� t' ZI/ ^� LAU+ - - FIR C G7 • G7 //� f TY2t ,•IT1w0 /rL 3TrfKW�.31 t: :` '•" ^^� ' m 33 �1�t/ -1 ^ 6 JUN SOU / r Vii. •M • O' //.i., ti .'^ .,1 - / ; 1 •1+., ..-i. m O D O 1 i ACE RUB ,.^Y $ $ W 0 cn 0 uj • F Cc It6rtdOY6 727P TN/RU OMS BUICG4■ M/IV. •t.` , I : ;•:..• ti^ ' c criitG s0/c• n4/X .ts [�/■/moo • I ,1 :%:;� LAWN • r • i » o $ ±":^ '•� r b N4/ry.LOM II:TE:7 d�lacr-/u.M/x .;.. •: . : �,�.� :;��;� :+; •;,�� I � ='r.: 3 PRU LAU T�. Q Au to, CY TREE guy/�, LETA14L � IA • -. ' . D $ m p SSS 7 1 � ClW Acrs, LAWN TYPICAL LA J SCAPE CURB ..I ~~~••• ra �d 0 z j LA- ---�-- -------------------- - • - - SEE .. . •� 1 •I Z 1 ACE RUB A7.1 _ _ eCF FII I I W Z -- --------------------- ------------- --------------------= i-ACE CIR- ® h i PYR CAL UN CHI 3 AUC JAP 3 CAL DEC HU PSI L 3 2 PRU LAU 5 GAL 1 ACE RUB 3 SKI JAP L DEC 5 RHO•JEA- 1 NAN DOM 1 THU PLI U1 .-,. Ma Match Line 2 THU PLI 3 CAL DEC SKI JAP I y � - i ACE RUB 3 AUC JAP Av,•TZ- Twit# LlA 1 AUC JAP ,OrAMFT6r? OF /r�O TL�I LG• Pp1 /Tiory 6- OWA/ of � ,,KI JAS P2.ANT A,500W F/AJ/SH I i •� F - C/r.�c�6. - 1 NAN-DOM -- ------------ -------F--"-""- -------------- ------- 0 ---- ---- --------------------------------- ---------- ----- 1I • • • 1 As seEuf'ity. LAWN I • . o • ' �. � � �c.ac.F/� r�•.�x�-r�.ra ^�� ' I •A- •,��.,��.�= .--------- ------------- --------r-------- ------------- �_ --- --------------- --- --------- ---------- ----- � � I LANDSCAPE IWO LAWN ^`�` ^.. ' ^^. • ' $ n r I PLAN ^ry - LAWN I �� .- LAWN 4� LAWN I EAST ^^ I.1 ,; t•o,u/,�c•TEn �•1CCF/[L. .'►1/X .• r '� A~ -_ "l. ' � `tir m 00 > 00 ..I' . s�UB SANT G GCTi9/LFLOOR • ' LL_. _ ----- r GROUND FLOOR GROUND GROUND FLOOR GROUND FLOOR .. -, UNIT TYPE A UNIT TYPE B , ' - T _ ;' UNIT TYPE A UNIT TYK B , .••:;by Y• • •:4 I 1•'y,:/"•.'t y I 1 !' CITY It I •• - D O Co �j. I GROUND FLOOR GROUND FLOOR GROUND FL GROUND FLOOR DATE MAY 4, 1994 _e• - I LAWN ••.aK• i I UNIT TYPE B UNIT TYPE A R UNIT TYPE D UNIT TYPE A I .,. • ��' I REVISIONS ':;:.,' ::�.:�:::.1 :,,._.• �:: ;..:'• - t •=•,•}.` • •�.-_ 'a•� NORTH CCC OPA I 3 PIN MUG SCALE THU PLI ••rm __ m JUd NO. 9302 , '. THU PLI SCALE 1"-20' A I7 ARB UNE i LIR TUL -i ACE_CIR_ 3_MAH AO_U 3 MAH AOU i NAN DSM ---- DRAWN BY ELLIS 1 -Pu 3 LIR TUL i GAL i GAL 10 VAC OVA LANDSCAPE PIAN COM LTER FILE 3 THU PLI __ __ RH I�I�I_ l i LAR TUL_ MAH AOU GAL 7 COR STOSHEET PRU LAL). 3 PHULAU LL3 er� 1 GAL i ACE CIR - - I N N.D M 0- --- 20 40 60 80 too L - 192 72ND AVENUE. 12320 COPYRIGHT 1991 MST 94-0243 PALL FRANKS ARCH3tECT 48 OF 65 •,1 "•a.l Mt'YlYry xwr awJeNMMA ' 9W.1'yl/I'A' ., JUL 2 1914 MICKWILMED I � IIIII VIII VIII I � IIIII V III V III 11111 11111 11111 1111111 Jill 11111111 1 F1l1I7t- 4MADE IN CHINA IN 161 11 1 "T" F KAI E J FW4 z a IMI )!k A FD' F (::) J FD tzk F1 1< oz FD k ■y M 0 C: 00 I c 9 x 00 Y F T I A 11) EXINDE >< EL0f=' EfR 5 �4EET- Vn 1--, '22 T �: T :4 5�EET DEeCRIi= 7ION fRO ,41D & U17E 203 ..., z I g� 'j�p 1 COVER, SHEET 0503 ; a � �r1`�0V �_ FLAN � � . 43 GRADING AND EF,0510N CONT RO! FLAN MASTER UTILJT� FLAN ul !✓ 1 now EEfR ----- N. .EN- IL - - DRAIN �L ��T STORI!14y. M Sr . z STORN DFAIN F1 AN AND FROFIL_E � SANITARY SEWER AND l.UATE �� ,4N � �JE- eTL4 < ECONeL� LT /4NTe INC . _ .� �;cc� ( ! SANITARY SEWER FDROFILE73 -40 �5LJ �4L� NZI < EfR/ � STREET IMFRoVEMENT FLAN (S.W. �2nd AVENUE) � 10 DETAIL SHEET z � 0f;PEGON 87223 VICINIT ) MAP 11 DETAIL S1'1 T L � ✓' 03 � sU � - `/ jQ2 BENCHMARK: FI_EVATIONS BASED ON CITY OF TIGARD BENCH � G MAR< NO. 161, A BRA55 CAF IN THE CURB ON � U U THE WEST 5IDE OF 5W 12ND AVENUE, IN LINE WITH THE EXTENSION OF THE NORTH CURB LINE Z OF SW HAMPTON ST., ELEVATION 221.88 o LL_ I. The G4,w4TRACTOR shall perform all work necseeay to ccxpiete this project M 18. All areas of construction ins to be stripped o>f t.oFx". 13. Pressure regulator vaKese ehal be provided at each building eeervk:e the , acxz-ordlanca with the plans InckidncJ, such incidentals as may be nec &nary to meet ' ►x ung by 5. the ESC fecldtfee stinal be NieFac�ete d dally by thxs applicmt ccxwactor and 2. ?tins Filter fabric fence shall be kistdc�j to Follow the r_ontoure, w1w� Feaettaie. plumbing contractor. 5ervtce pressure shat not exceed 80 psi. maintained as neo to ern re their continued functlont the firma Fabric nc Lsh spaced a mrDct o ll elx a c--eet (6') apart and driven ilppticabis agency rocs and a✓thlEre are rieCeesary to provide a ccrnplunced 19. The remcsval of unsuttahale mate" shall be done M cornuultaticri with the 50IL5 susses The ren into the gourd a rnilrimum ear 3 i inches. e Probe ENCsM M Unsuitable material shall be disposed of as dettermined by the 6. the ESC FacQitlees on Ntac dJve sites r h rid be ► ted Arid maintained a mirntmum 5011.9 ETebGMEI O If such material b removed from the elite lt shall be clone at of once a month or within the 48 hours following a storm event 3. A trench sha0 be e�xce�ated, reatK y e Inches wide may 12 knc ties deep (A'X[2"), 2 AS work shall be to acrossraccordance with the appNcabis regulations, epeClricatkmcs, the GONTRACiOR'9 sols expearies upebnc and ac>,Jacerit ea the woo_+ post to allow lila fitter -al-ieamIc to be lauded cosies, enol or the (qty of Tigard, Tualatin Vdey Water Dletrlct, the Ore0on 5tata Plumbing 5pec4alt4 code, and Vie UrifRarm Building Cod& 20. The CCUNTRACTOR shall review the project soils Nnveetkj ttlon report prepared 1. The ends of saritary service laterals or p" stubs shall be marhusd with one p,'ece 1. At no time shall more than one foot of sedment be slowed to accumulate behind 2'x4" maker dux b" above the ground with the end paw"" white. straw bale sediment barriers. 4. When etarlard strarig'h rm w fabric ss used, a wire support fence shin be Fastranso by tits 50I1_5 ENCs[NEER. The CON RACTOR shall be reeporeelbte for ter'�+g g K lomf 3. The T ewerhall bar rethis petbe for tabuirirg any required permits following al and conditkxns est forth In that report ) to the upelope side of the poets uWq heavy-duty wire et.apise at least one 8. Ground eurfece_� dun ooriotructkxn are to be seeded are Feaftoue: " ore c<�atrrrring is+ortc ort this project.t_ 2. All eandtesy seuier pipe ehktl be PVC p conforming to ASTM D-3034 fSOR 35) exposed inch (I keg tie wins or hog rings. The wife stili extend Into the trerx h e 21. Protect grading Amite ehal be al property Ines and street right-uf-way, utilise Irietelex, to ae,CGirdariCB with ASTM D-2321, or approved ec�utl g i.dydromulch el•iap be applies with gees Beed at a rate of 2G00 Macre. Cni minimum of Four in-Pvss (4") and s1ia1 not extend wiore than 36 Inches statue the 4. Ary Ntepectiori by the City tualatin Vdey Water Dletrict, air this Eriglriedsr shall tathicsruulee shouen on this efaiwirig original g-ourd srface� rot in ani wag, relieve tits C *MRAC:TOR from any obligation to peurfcrer the 3. Al private to private earttalj pipe cornectteon a are to be wx}ee unless otherwise steeper than 10%, h9ciroseed and mulch shall be applied with a -- ltac:kifler). Ion rate end metho to be � DRATAHM ueE SFE ASOrErrr OF work to strict compAarice uutth Ues app!ical✓+le codes and agency rrsquk,emietMe 22. 5ontou Ones s shall nl nxr between all Finish grade denlevaUoro and/or fNtehn rioted All private to public eanftey main ccximtectlone are tc be took. bonding �recommnerdatio 5. the standard atre�ngtl-i Filter fabric shall be 5tapied or wtred to this Fence, and 20 '�n-AJM T'� s- 0" AM contour Anse ohrwmrt unless otherwise rtvtagd inches crF the mist►-- shall be extended Into the trench The Fabric shall rot a mt*w%d MAW"4CTEnd K r lCCID N AN' 5. Tits location and depths or any utilities shown on these plans are approximate. 4. Tracer wire " be installed for all private tion-merte�c sanitary Ones. Trac er more than 3b inches above the rx g wars For One shall meet Unlfled Sewer uri rec emiewite. "rA ground rxuface. Ftlte3r Fabric shall not be KNASSIM OF ISO Thiss�e utAttiee are ehmann using the beat Niformsatlon available. the actual 23. The CONTRACTOR shall have all existing uttlfties located prior 1.0 starting arty �c sang � � cy due' stapled to exietkg trees. b--,a6on and depth muse differ from those shown. wotic_ Dry, loose, biased friss straw used are mulch shat be epE�rle9d at double ilia ! a 24. CONTRACTOR shall rieatlfy the Washington County 5umveyor, Chuck Pesanan at hydreomruich applk.atieon re�> Vement. 14000 bJacre). Anchor straw by 6. llkien extra-btrerx�th Filter Fabric and cloaer poet epac:kr� are used, the wire mesh ! b. The CONTFcACTOR eh1i� keep an approved edsst of plane on the project site at e!+' 648-81'13, kx to cora fence be eam;nated In such a case, the Filter fabric tee cr pr construction so that the d3ocbtN►g government survey mon.xmarit w►oriclrsg In by hard or with equlpmient rrebtlere, cleat. tracks, etc.). h'lulch ins} I vv times. may be referenced for replacement upon completion of conetruetion, per O.R,9. I. PrlvaMe storm drain pipe nheA bas= Glass 3, nor)-reinforced concrete conforming to shall be spread uriformiy hrrmecliatekj Follow Ino seeding, wired directly to the posts udth al other provision of the above stenderai note For 209.140. standard strength Filter fabric I451'P'1 C-14, PVC earifearmtng to ASTM D-3034 (SCAR 351 or smooth Nnejrtor b. °foil Preparation - Top" should be prepa^eeci according to landiecape �� 4�nx3• _rood,o . 1. ahtiDration alar variance From these pl.Orie, except minor field adjustments or reeom>wtaric.'datkxie of see seed it Is r'eComMne►eded that i im agency a must detbttg field coricittorts, shut! fist be approved by the appicatOls corrugated, =o''"nl I to AA51-tr0 M-294: A511"1 D-1248 and I�►b, be r before I icily a «atwlin- 1. 5ecilment fences shat be removed when thiey hove served their useful purpose, but agwicy repreeeritatMe Ary varldtione from these plane ehial be decumeented on ASTM D-241 r-ririmum covert between finished ground and pipe outer wall Is sloF� ��+w� seecdror by ' rig (driving j tractor and down a to leave a pattern of clEral I Shce9l t0 not before the upsiope area has been permanently stabftesci eo»tructlon Heid prints and transmitted to the cdevelor�r'e Engineer. I. All wate�r1ne for 15 feet In paved rvazhicls traffic) a see end I O rest in lerieiseaE+ded areae *-re p �N� p 1 pub pipe rtes sizes 6" cdamtei qr and sealer shat be C:laee 5�: elope c wttoera) or other method tc provide more etabks shots for eeeeds to Y remet_ 8. 5edmttent Fence3e shall be Nispected bej the CONTRACTOR * after 1 W� CkActiter ton or 6.900 PVC. Ductile iron pipe shall be cetrisret-mnrt.ar Grtsd areal Z. Public storm drain material Hated are "RC-P", "CPP", or "CP" on the pktrie each rainfall, and at least dally tiring prdorti�ec! rainfall. nary wed rep�rs m S. The CONTRACTOR shall be responsible for coorc riankig the rds{ocaJon tai shell conform to AN51 A-21.6, %5I A-21.11 and shaft be U5. t9ton joint or shall be as follows: shall � be buried a►,ri ovher�ieadd i°'s' coved es� ual Rubber ring gaskets shall conform t AN51 A-21.11. c. 5eedNg •- erosion coftrol gnaw need mixes are as follows. fmmied We kl shall los Cleve 250 corforming to AN51 A-21.10 and ANS[ A.21.4. Mortar Onik g A) C1ees a nekitoreed concreste p IRCP) shall conform to A97T-i C-16. SNrtlar mihc� deek�ried to ach!eve sraetvn central may be substituted if 9. The CUNIRACTOR aha'! neotlf d compariee elrid aclenc-les with underground ehtel be same thic=kness are for phi Quad uriecictlon farJtles n thea project area 4 hneaelire before COmttenicNig Cd+rtstnuciJOn B) 5mroath Intsntcx rorrugat®d pe t. pipe (CPP) shad conifer. to aFP bg J y � � ! �m AA51-it0 P1-294, ASTM D-1248, grid 9--TM D-241� l3 feast rtfNmusn 2 Pokjviryl chloride (PVC) nsaterAd,r► plpe� wall be slowed or►-elle enc! dowrietr�arn cx7vw). 10. All traffic control ehd los performed n accoredarice with ihia latest dsdltkxi sof this of the bar!•-i'sow aeaemilbty. Manual of Uniform TrafFic Control Drsvtc:e!a (r-WCo) as modMleed by the C) Claes 3 non relnforcod concrete pipe (CP) shall conform to A5TM C-14. I)Dusarf Grave s"Iix (low hefghnt, law imnalriteriariceJ Dwarf Perennial Oregon PVC waterline pipe ohs! be G{aes 150 p*f;es (demietsrs four Nrhmss through six 3. All and rivets storm Anse c><utelde or the street •-oI' shall have P`y�eee• �% � 416�'n Clasping Red Faustus, 20% by weighs. lichee) and shall conform to AUAUA C-900. Joints shall be eleetom erlc gaeketed gasketed (water tsyht) ,lotnte. r� � application rates: 100 pounds minimum per acre tl. All cut and full sfcpere shall be rx eteesper than 2 foot. heantzebr►td to I foot vdrtkaL and shat conform to A5TM D3139. f2. The GONTR.4CTQR shell utilize edRteble euf:)cmedt material for all file. AD nils 4. Gaskets twister tight ,Joint.) are not required for public eiorm Ones In street rk*-m- 2)5t.and&d Height cwaes nx in c w*tructlon areas to be planed in I' maDdmum► Wtus. The CONTRACTOR All int esh►al be Clave 250 GGXiebrlrirg to ANSI A21-10 (AWWA C-110) anti �. Annual Ryegraee, 40% by weigh AN51 A2 4 (AWWA C-104). turf-type Fee,Lue, 606 by weslgr,t s� comp�ac-t .dbgede to not loss the 90% mia7ctinunic:.e►Felty as determined by be AA5N0 TT-180. Compact subgade to a Ane two feet beyond edEje of paving, PVC waterline pipe b not Mowed for construction of hyetant assemblies, 5. All private to private storm pipe connections are to wy�s unless otherwise applIcet!on rate- 100 pcxund mirimudr. per awe arise, gave ehrotAder, and sidewalk dexte nsk)m noted All private to public U c storm main conrocon are to . tees. d Fsrtiltzation for gees seed - An per supplier's recommendation. meet Unified 5 A for public atom 3. 1"-4" Water 6arvices shell be echajuule 40 PVC, or approvedequal Development areae within 50 feet awater bodies and wetlands mi.,et use a Z 13. Duey abefasrrisrit sitii bale mal►►telrtagi by edecluete watering of the site. 6, tracer ate or 1�be stinal be Installed for all privates non metdMe emeriti Ores. � ��a faze,. Tracer w �Owererm ped shd tawer" Aging tl 4. No valves shat be c"t*A or closed uulthrxit approval or thra hsalattn Valet' temente. e. Watering °utecifr►cJ shell be eupptled with a:iequate moleiere l0 e�tebAehi I iL r4. thAd� PAVING �-e&x-x ACTOR ehtel be rat ars for adJuetir>g n warn alnd Waite Dieuict rd � � In quateem hot or weather ceuh taesiris, cleerncxute, vaults, driG., that airs d7ecte>td by cortstrtuctlori elnd/ar nil to 3 ` e�� J .*'uj U 5. Al water n.,e4 1. The ends of storm eervk a laterals or pipes stubs shall be marked with one piece 0 llrtehi gads Irnlet •t►tur_tuxes adjusted are water fleawe Into the piper ehial have a minimum d' 30 inches of cover to finish grader 2"x4" marker esxtdrrKirig b" above the gourd with the aurid painted green, or on adverse sites. Water appdcatlon rates alrx i be controlled to Ln W Nuvc.'.rrs without water. provide edaqusate moisture without causing runoff. � b. All tees, bends end tericie tai uiatesr�riers sliaA be blocked with poured in pisses f. R - Areae uuhk.h fail to e9et.ltkaAehi see cover ads to vent M. The CONTR1Li�tOR stinal demolish and remove ell lal6abric�ri erid related concrete thrust ydbcks In accordirice with the Tualatin Valley Water District p senuct.drso on aMaL Demolition work shall also ktclirde removal of aft stumps and sr be re-eseded as eoon as eu�areae areveq" adequate aril ell kxr debris From conetrueton areas. C-04orviance with all and QK potable �propriate measures taken to eset.abhsh adequate cover. rf the 1. AN watsr%ros sial be theor flushed and chlorinated and table wateer test I. Approver! erosion coritrd measures shall be taken. the CONTRACTOR ehd CONT t.ing TC-)p rwmnentuu for such anoxic shell los the rssporieRalKy ex the sties be apl�rovemdd bey the Oregon State Her/th Depa tnwo and City of Tigard r'OfyTRAGTOR prior to anj metered servicers hookup. provided material, d9rcWAontt, and personnel necessary to maintain such erosion 9. The CONTRACTOR shall provide site watering as neceeearj to reduce wird protection measures. Arty damage ceueed by erosion shall be corrected by the eraslon of sell (Ines. W,. Endeting she r-onettlons end elevation shown on this plan are from a a rvey B. Fire hr9crant aeeemfalles shall be K K 8i Gwadar Ubldrraus Pacer, or �TRACTc7R W. hie\her own d D4:)vnees. ceamrpbted by U►swdare C oneultanis, Inc. in January 1 4. The CONTRACTOR dppr<,1 led c4xformtrg to AWWA St&w:e•d C.", latest r avielone, l Ndrartts 10. All erosion control measures shall c:.c*fc-vm to the Uiaehinicgton County s leu shat visit the arts and vwV9 all existing concftion aria elevatiorns to his am u, be and this h of b to be Four fast, 2. The hplsmsntatlon of Eroeior✓9ndmerttatlon Control (E5C), and the EO Rdr ;n matMkaction � "Ereadslor✓5edlr:antlmtlean Control F'farie 1tacMrAf Guidance Nericbocbk . \,� F construction, m�Meraryce, repiacmnent, and upgracling of E facNttlee Is the ��5� rGiNE `r„!,o O l Q 9. Trio CONTRACTOR shall be r -4vAAe For malnit the separation �y the / ractcx euntA all ctxietnuctlon Is ccnm��ietrsd and II. Re•estebAeh ground cover Icx tri_ removal of erosion control measures. � �16.015 - : � p The underground utilitues show h" been ioceted Frow the Held survey between sanitary sewer Armes and�u,atear Ones are requtad by this merit of approa ,esd and vegeetat eaetabiehed g g S p irtormatkx+ and exleting record&. The eurv%090r makes no guaira tutee thart the Environmental Q ualit. and State f merit of Hse,fth / � W Z uridsrgrCAoud utltiess show conpries d such ut*Udo Ni the area, either in service y J�'t 3. The ESL facilities shown on these plane must be constructed in conjunction with ill ; or A Boned The srvecpr ruttier does not warrant that the uridergrouxd 10. All valves she! los aorirwscteed ic, d clearing and gradtvtr� aicttvttles, anal Wn eurh a roamer are to Irieure the eedlmrrnrt - fianige adJa+r-eM ted!ss ear fled back uukh 3/4 Nish tie ORE ail ul�tien 6hYbdrlri air h thea exact location NYJCet/ed dthawg}i tits dose certify that{rte- rode W-hon water does rio0. enter the d'anage "tamp or violate apple water sten ` �, �t q�A e^�trt they a•s atod as air-ctrat•eN as possible From Information available. The dards, 1. the finder fabric shell be purchased In a conthucxis roll cut to the length of the '� ` � LL kcarrier to avoid use or ,Joints, When ,Joint are nec:eesary, Filter cloth shall be rill D Ml�� evvesyour ties not pcysiceiy neeled !his underground utilities. II. Tracer Wire or tape shell be Installed in d nnn mrsteMc u►ateriNrs. 4. the E5C facilities shown on these plains are the minimum requkresments for spliced together orb4 at a support pout, with a mirrmum six Inch lb') overlap, and !1. T)-o CONTRACTOR shell notlF9 the developer at least 12 hours prior to stet of 12- 1. amntictpatad site Conditions, the construx-Lin tad, these E5C facilities both duds eecureiy fastened to the palest_ 1 11 adscaiJbs h et syetsm 1a�s sh►el fee meds on the 4 dstrbutton Anes, not on s� �d as roe--led for ted storm events and to ensure that � � act i"" ttm¢ ruve�doUr i s>rrvtr,.ss. Proper barkflous protection ls required ford u �r 0 erRe%-M'aC*A w43T%+4 TArS. sethe _Z/�_C� - .e �. clmtentl ureter does not leave e elle. EXPIRATION DATE 72ND AVENUE. 12320 MS? 94.0243 49 017 95 MICROFILMED IIIIIII � IIIII � VIII � lilllll Iilll � lilll � lilll � lilllll lilll � lilllil I VIII II � I � III 1 I f1HF1t- (aA&'i MADE IN CHINA IN 1 1 ' I z to / I x.111. 'ICTH AVE. 71 SCALE: 1" 40' 1 ✓- } ! `� s =� ,✓` fix, rj LEGET`1C? wi rREE5 TO REMAIN i - b r Y ; , TREE`S TO REMAIN l OL .,oil lV1 / ab ,. "P► ` ; 1 v 111 1 I . t `tom. / +-" �•� 1 ' ' ` " � j. LL — !___. . I[v��^ r4v r----f-• / �,��`Y.....,t "i � 1 `\' f iii 1 _ :• /tib ;----rte i F F.F. ,�- } J ( r C OLTP W-a=Am ' I 246. a f } �� OP �T+e�n€�I Ul I - , _ U�j oil �7 - Y :Pit1 F ,b♦G'tp V�-'CT ` ..� ., ' _+ .�'1, •r' ..�r i ♦ r' dell• 12 5E CORNER GEO. RICHARD50N D.L.C. NO. 38 BRA35 CAR MONUMENT l3EE GENERAL NOTE 24 3�IEET U _lip `` - - - — _= c�- _-. _ --- - `"'T' . , ,••/�r 'CTrJ �._ ._... .�~ �� u .-... ••..• C7 i _ _y+. _- __ J \ � _ — _ J � _ 4} �_L_ _J �!- � , ' "12ND AVE. -• x�,;� � � _ O i ` 16.0; .} lie. i • `� �a 54E-ET �Ir 21. �9 �1 ov uj 2 cf 11 !o'30-q5 JOS NO. S �O2 72ND AVENUE. 12320 DMIRATION DATE MST 94.0243 50 OF 65 JUL 2 2 1994 MiCRLMED ( llilfl VIII 11III1 I Illilll VIII I VIII I VIII I VIII I VIII I IIIIIII Fl IIIII , I 1 WA- ,LAM 4MADE IN CHINA IN 16111111 1 1 i; t .wn...•eM.�l.-.k.MW:�....rk,M.,,w�4w.,✓i.+wWMa .."W�.M',- .,. _.-tl.•+M•+.Y+w«.1wt..........�.r.,..._ - .. .,r ..4�uyy}w«, _." e' .. , MW LANE OAZ)Jt 007M AbFUALT- (OW DOTAL dot 10). EIAND MAL TO MATCW S.W. -10T>4 AVE. 5C AL E: 1" = 40' 1 _ -- - ? . 1AM, LEGEND 2S0 `�_ �� ,d, 1 - /� FF FIN15H FLCX�,F r , 1 ! ' �• ,�E EXI5TING GRMND C0IJTOUP F� 1 i s 2a2 252 F3 FINI5H SURFACE — 243— PROP05ED FIN15H CIR-AGE OP LIT MN � sr, r Nig F OUR 't 2130 FI NED SUR ACE CONT GF GARAGE FLOOR - �--S®D-i°NT rBrGE �. - - — 5WAL.E ,1 . F.F.- yF•= r F.F: .► rc TOP OF CURB `II �yy� . r 5EDIMENt FENCE E-' -- TG TOP OF GRATE -''- F.F.- -1,��_ F.F.= . F.F.= F � � z o - _ATCN BA51N • AC. A-5PNALT CONCRETE 261,5 , 1 260.0 Frw :�t 253.5 L . r� o 256.0• 251,5 INLET BARRIER v �� 259.5 \ _ FL FLOW LINE Tori J GRAVEL CONSTR UC ION E 41TRAt- 13 248A F8 9v 1 i { 1 . i t . --�► -a — _ 4' U � AC t BULDM (TYPJ P v&fr SAFE Aro A&namAm wrom nok � 1.. f.F.= 249.0 ,� BIEE PLANS _ Z- 1-9 60 HV-*4 EXTRUDED 4-- CONCRETE - 1 -nJ CONCH CURBS � 5ET IN EPDXY Tc I TIC > r 1 ASPHALnC CONCRETE -- o _ - _ ^ , DETERMHW DNutlo� OF T YYA TO 24rWT nYP.) t r 0 � F.F.- � -�--- L, F.F= i 1 -� ;a 2 4,O TOP }-- fy TT ; 24 -� - < 1-4 25$.0 r` _ _ 1 2440 seoTTOi-i � o 1 ~—' 2440 TOP CRUBHED ROCK BASE BEE CONCRETE 31DEWAL.K0-- (3 256,0 y/ AC 143.0 BOTTOM GEI ALL FoK MORE PC -LATION -_ w 'J .._-:. _ ; .a. F.F.- A46.0 %7 -24,w TOP Z 254 24LO BOTTOM EXTRUDED CURS t. rl_ ,1 Kra 25� 'tib ;• _ ►--+ :: .�}_ i i ._. •-•'v� i 0 r� + �14D tBO�TT01„I _ 253. i r = V .F. .( i F r 244 111 �/ . `Ld�t F.F.= �j '� 1 I 1 tiro TOM - 1!1 L_., 1s'I -I F.F.- 14sJ� rr- -- 1 `— + �-_._.._ ID' 30' 3" A.C. CLA55 "C" A.C. 3° A.C. CA-A-" "C" A.C. �- -___. 254.0 t t 2" �C"-o" cRL18HED ROCK 3ABE _°°�C ��o � =-�s- -+�V = ' C9" 2" I"-O' CFd1�D ROCK BASE I L 252.0 ; 0 -3 , 'O L� �i(` .` J�?, � _ r �aa� •- �`_ K 12430 TOP 4• I .O" BA°yE n f C', P\, r n .t"-r _ [y i44.s � --- E50 TOM CRt15l D ROCK � � ., ' J . 1 0 �0°or-� _ 25! _ CRUSHED ROCK BABE l • 1 ry . _ , i --4 Oartom FF- 243 5 .- - -- - - -- - FIRM UNYIFL.DIt�G 9lIBGRADE �� -�r 1 .o Ccs �' -----tTr- %, 2AC ALA • I ' 1_-1 \ t _ f.F. 242. FIRM UNYIELDING suec RADE "•� ! �NP� P 246.1 tC /ry Ac / 2tO�d COP _( AUT )MOBILE PARKJNG SCALL A5 I ALL OTHER AREAS `i. ( I ITC —' .f ,1368''15OTTOM ;1 3TRIJGTURAL SECTION ' �„ N T B. NJA CONSTRUCT KE` STOW RETAINM �.L1 24!! + s _ wAu rot->= MAL T log CQ TIr�ICAL PAVEMENT SECTION nawe aen.Dne��ac�r- BOTTOM • ; F.F.- sT�s ctrn, , t J I Dart APE►.� A+. 24b.0LLI \ r ww+ tzar = 1 I F.F.= 24 .5 - ►� — 24+x.0 - i L TG _9 kl 1,3d O nortoM _ 4"- rF.F: 240.0 Ir'r-';4 vFp.1 tFuc3�it:, 2�A TOP VERT >_ t 7u9r 24M TC r` 1 136A ma OMOM 23^85 - - �s• �tYVERT ' , ��r.Q AC 14l' , Y f, zi _ N 2" OF 4C O CRU. 4ED ROCK i` ' _ COMPACTED 51JBGRADE uQ 41.0 T '240 y 1' •y DG 571" C TAW I. CONCRETE 9r1ALL BE 3000 P-51, AT 28 DAYS, 6 SACK Mn-, SLUMP RAP4:jE �/Y, W THE•�� l SF41Llsti 4A��'.,l9v�A�'E OF 1112" TO 3". ----- ._ ___ ` .'_' `. �.�•. .'y-L T' _ r• -,_-_. '` � •1 � �✓.W ��-AQP 1 AND c�G i EP �� —� r �— ` — _ _ , '�.•� - " "✓ ; PIQ, M WN EARTKI &AND, CliRAVEL, coNCRETE. is -- — - —` �`'` OR O1N'J�Z APPFaOAM-i MATERIAL ANY EMTM 2. PANELS TO BE 5 FEET LONG DRAW I� Lbft OR SERVICE LDft 814ALL BE FUJWW OR GAPPED IN A APPROVED HAN�2, 3. EXF'AN'�ION JOINTS TO BE PLACED At BIDER OF DRIVEWAY APPROACHES, p�;. �� T `.` i UTIUT'Y VAULTS, WHEELCHAIR RAMPS, 4 AT 5PACMG NOT TO EXCEED 48 FT. }� AVE- � `V I 4. FOR 51DEWALK5 ADJACENT TO THE GARB t POURED AT TWE SAME TIf1!E A5 THE S,U, -12ND Y SCBE (M MTAV � \'`� r� : � ( CURB, THE JOINTS BETWEEN THEM SHALL BE A TROWELED JOMT WITH A MM Itm R 4DD5. -.�, _ Q o i �',`-,�,- �� •� { CONCRETE SIDEWALK ' IL-NOTC" CUM TO F`ROV= OVERPlLOW DRAWA�'aE ` � � ` �P�"�` _ / _ � t'" l ✓l � � I d, e - _ _ llr �1OX711 � I~••-r- .moi• ..Y' •...-� _.. _ W��._- N�r-_. ._ -.__- - h t.i. - - ._ r - __ l„i.'j•_ ... .^. ^.. -.. _... _.._ ._. ._. ..-. �� -`- ,-., . - 3E CORNER GEO RICHARL�90N O�.LC, NO 38 )�`% r� - -'� �*,-�-- -— —— — —_ _. _ , r BRA99 CAP MONUMENT (WE GENERAL NOTE 24 _ _ _ .__ _ -- _ -- -- . -ti._ Z �--T �- '�` \ • � ;;• wry � S.W. 12ND AVE. ,t�,,�_- P � atG RorF,�• I Q A•-•1 G�� Ndt ivF� 'raj � l � '- --- ___,.`._'-----_ ! + z ORE3(W -- f q0 Jt cn 1 to } v a '�,/� � 3 11 EVIRATION DATE S -T02 72ND AVEN�JE, 12320 IAST 94-024: 5' r)F 55 m1con FILMiEa 11111 11111 11111 1 111 1 , 1 , 1 , 1 � Jill 1111111 1 FlAFR- (:LNC 4MAOE IN CHINA IN 11 I � , S.W. 10T�4 AVE. i I Er ND _4._..._L _ --- .- '. �\ /J 1, •rrrwrrrrrrrrrrrrrrw OPO D R 5E JTORM LINE. 1 • ._ ` ._»'� .. �.. ;i ' _....._� ... / P r 1 h ! 'I - I I PROPOSED 5ANITAR f LINE ro 1. I �. Ir''� % `` { `• n — — — — — — — -- — PROP05ED WATERLINE 1 ,�`- ■ PROPOgED CATCH BA51N V, z PROP09ED MANHOLE v ili �.l O m 1 1 I ---- ----T PROPOgEU FIRE HYDRANT - .._. 1 - — .r *• �` -• ' r;, y - 1 `%! EXISTING 3TC7RM LINE �r Gd S< EXISTING SANITARYLINE _ � ........... .......... .......... .....---- i -. .. ... ........ •� I ____ _--• W. -...---- ..___ - EXISTING WATER LINE f 1 ' ` Is EXISTING CATCH BASIN L 1 r , W (0) EXISTING MANHOLE I _ ` r' � � ' • � � • I ,.-._--.—.- - ,v, EXISTING FIRE HYDRANT I LINE B i f-f LfiT——————� --� 1 ;- s� 31�Et-T 7 AND 8 __.� �-- 5D LINE D IF 5M 5 IFET 5 AND b OF Q ; } Y ` ✓.. t or 5D LINE i _ __ _ - LL 5E£ 54MT 5 ». _- e I 1 OL 1 " •••W .y,r__ _ j SEE SHEET 5 , 1�--own ------------ f r __— , r •T MAI i •+ ' � -� I TM!.!'E OIiA4114C3iB IM TK PIr7iPM7 DP �•— t 1 �, * '_ I •. j. Y, TL/1"C:01111111L1AM`6 IMG-M= AM NOT TO W PIEPqNCCXJ=N AW ►•W#04!R EMOVT WN T►E Itltt1IT M PepesBallow OF Lu 1 ] va.'.r.....o1wadffWvWWti.. e, 0. L - `{ IP-242.9 is�.9Fi E_ _F �b•clavE+aT i r � —`" '——�__ ' 1'�I � --- . i ' � rr Y y 2,4I..— I - - - •` '� ter —_ . r-'--� ` u 1.____------- •�'1/� .: -t- �"��--J — •"' _"_ . . �_ " mss'.3�-==r -- '_' C_� . "�- - -� — .. _ ` "'`ra_ ` g LINE_G- -. � - � �L\'TANYC y ID — — a Tm V S.t�J. �21�iD AVE. .''� ; 5D LINE E 55 LINE A 4, 1I 5EE SHEET 5 AND b SEE 514M- l i - <�.•�=�'�� `� `' .-.._ -- _ Imo- �i1.5.3 ' _ -- '-.. •' -..__ - r- I - _ _` ` �`•Z ^` �j� - rl � -Y. � - - -- .._... �` '�' ._z: «--tJ W^- 4PJG: _...1`_� t^lL' 4E W L cir `° cA zt S.W. 12ND AVE, �� I Q 4 ";'16,015 9 v � OREGIC ILu 11 NO. EXPIRATION DATE 61 102 MSG A VENU 94' 24? 17320 52 1jF g5 J U L 2 2 1994 Mn Icn"URLMED IIIIIII hill I VIII I Illllll VIII I VIII I I � ! ll i VIII I II II I IIIIIII 161 III Illi � ll 1 FIA17t- C%l.Af3S 4MADE fill IN 1 1 1 N ..,..«.». ..^. s wo.�.,,pyky....w... :,....,x.,no". .R.._.,,..... •,»+..... ,..».:i�P.�./h�M +✓.w»... .. -. -. _ . .. ,p ,. " ... . . .«,w t. ,«. .. ,. +,..,.._ . w « _ n .d,«.,. .M,a.. .... , Ito :OUT M62604�) i , l \ GRADE EXIST. DITGN Alli D TO _ G• S.W. 10TH AVE. 1 ► i � \ I` t 1 l � F"OVaaE PO&nVt DRAINAGE � � L�: IN L? _ OT 4. ap % 1 y��, r-. ✓ , � �G, ` 1� t_i L.:, , ; Y /1QC�I ��y�,� ��C 1� •.,, .^_, w • - .rrrrr rrrr..r_r_r•.r• F ;erf�r-/' ED 5TOR- 1 L1W w IE IN m _ .•.M._ ' - w d1t .�. . �' ,�I. F4?OP I> 5AN ITARY LIW, ,� r , ,1 ' e• , \ \ -------r- ��rl = x ; ' ,,�- - - - - - - - - - PROP05FD WATERLINE k .._.mp......r...._-_..._.. .. ........�------- -i' '.. .--\I---- _. _ L -- �G 3CAl_E. 1" 4U' 0 PROPGO D GA7�N BAagIN ;1 0 •..,, .'/ �,;` rA i5�mrP� DRAD� �, \ I,,�e,>r�. _ °�D LINE 'J 340r, i PROF'C^ED MANHOLE SEE 04T i POR Fft%%,JE PROF-, Z AREA DRAIN E-••1 � 1 i ; F.F.= AREA DRAINS ARE TO fBE CONNECTED TO F- F. ;; F.P.• ,1 F.P. Ar F'ROP05ED FIRE H rDRANT ..� . P F••F= 1 BUILDING DRAINS BY PLUMBING CONTRACTOR r\ 261.5 _ EXIgT 1NG S ORM LINE ....._. ...__...__--_.._•.__._-._- 253.5 260.0 it __ VATION5 AND PROVIDE POSITIVE t P 8 Cs CONTRACTOR Is TO DETERMINE T r_.,• r 1 I j 25 1 INVERT ELE N oar 256.0 �� ' - ' I.F� 1 r---- DRAIN,4CxE. - EXI5TING 5ANITAR T LINE { tc_•_ r , k._. 1 ' ` __ __ -_._.__.__-_ w EXI5TIN6 WATER LINE ' Z 94 ....J _ ` t SD MANHOLE ,4r3 ` EXI5TING CATCH 5493IN IF aj1�.11 M l.>rE A R'?1�E11.3c ; 4• >E IN (NAa4"1 i y tf EXISTING MANHOLE 1 ' tr - i ` ' 1 0 IE IN i'I�4"l EXISTING FIRE N Y'DRANT (, 1 arrl�rwrrdrrrrrrr ►.rrr r r r ` \.\ OR IE OUt NIr1444.31 1 Lola 1bM IF0.10 e4.0e111, MIN 249.6', I - ^� �' 4 l0 ' I r, F. _ AR'E:.4 D" 2'41 O Ar zlo 1 „� L-24. I (,``.. F.F.- -� - r_r r _ r '- _-y..._._.�r ,�•� 73 f ' f3 .O -- - 1 x i ! j s0 LINE • 1E0WYE: ' . IME 1 - ._..._._.. ._. .._._., �_ X0.63 �- 256.0QZANOUT r ' 1 t 1 - / 494 . W 10� �� ., ✓.._.fir DncN U ! F X46.0 -�t. - 1NLET , • 41* - r STA O*M-00 SD LAE D r - d �� r 2.0'x MW r -_-; __ J� ' t 416 W 1E IN NJI-ZIr0'1 � r , 13' }F OUT tsA23't,01 0 - I1 ,4 1 - � -- I ■1 �' � _ ' •i � F.P ;. 244. F.F.= STA Goo oo W LZ E D STORM DRAIN OUTFALL ►-� �-. CLEANOUT ; i J , F.F.= IE-246 r 4�`- i j 254.0 - ,\ - 1252.0 RY4 AP Ol11LJEt PROT79C7]ON E:n }- r --' k:*: -t' , �. i! 1�*D.Oo' TO BE PRov>DFOR EROSION CONTROL ( / ti r�.. ffr239.11 ( r r 6AL00% j 1 ry '�.. dD I'1AP1-IOL DJ LL 6' IE C r��1E f, ._._ ,. �i _ . •�' r r' TA 1+2321 SD L W D >E: oUT.24wo g -2r ;'' , ` F.F. 243.5 ; ., w IE OUT [5k231r6r9 -24&10 _ ��-- � L, J!' 1E a WYE , F:F� 242:0 --I--r r r X10.41 1 6' EI= CW-240 14'MO j ��lilr>Lrrrrrral�r 1 -090 - ; 1 !"1 I / 1 1 LA6.66' r ...i„s �♦r f 1 1 1 N 1-246A4 SD M�i"Y-IOL E A-2 A (� m V IE IN 1NA0"Il r4M DRaIII+oe APE TW IMINIC41IFIQrY �� , meq} r T' rorle�<t�wes eras ._ 1 F.F.= _ _J 4" E IN [llJr?'JS31 W" TO Ws+.r�. t r '• j ( 6� lE W ME.�31 I uesn� >,c f 1 rEg 246.0 \ i .r b r, , < < i i O' �l t�•23e�31LLI I cn A4Fr- _ ! OUT dWA2�A11 f ►ea�ee�r.�+cr�cx + 1 10+2430 , rra r F.F.= 24 IE 10 WYE ; 0111 i { `• �` Q 1 4315r62 cn - sD LINE B •,,; bis S:w" Wyk 0 IE=www FA 240.0 / , o FF' ! , tis �A_a __ 1 _ -- . ' ,\ Lr13T � : � �23-LO � `~� f ,�• •yam ulRe �' `+ _ I- 1 _ > T 41 :, rw ! � .. ... 12'3 7� di 1E !1 WYE? ' O (J ,236JO 1 STA 0*00 S L2RA& f W PIPE _ AO SD LINE a4 4� - �_� _ T ._�i_:r-:y a. _. _f ._ - - ''t� � `'�� , -�.` i' ♦♦ .._ , DRAIN OLMAU TO BE PLA CM KAT AT r� `i Ep - _ - -' r __.J" •• I 1 4` fl5�anOo PONDE301TOM >�315 - - T- g, -� �' ♦ TER 1 + (SEE DETAIL- SST 6) m , !•` "._ rte, _ '- -'- -•� . \ \ ♦♦ J +��e►-.;-_ \ � ♦ �� SD OUTLET CONTROL STRl1GTlr'� E-3�' • ! ' I STA 2+I LO1 SD LIE E TG2 t7.CJ - � .00 SD Ll CQVC. e,* '�;- 'i Id - (OA*O OF*VE- CAP) 1E CW PJ!)•MDO SD MANHOLE E-1 t \. t/�� •+ o 1 18'�y STA Okokb= 9D LIM E _.- r �' 7�~ �� "'C r L-`34,1P l.•l1r00' V IE IN (NA22250 - W ♦ -`" _ _ .�R3.'12� 1jr Z IN II EAQ222717 , JSTAA�6404 So LINE A SD NET C01dfl001L 871114CI RE A-1 *y-s.L,' _ �,tl __....:._........_. _- __1"t' _... ._1._--_--"�=17•.�k y_-_ ', - lU�J _ _ r e - _ % - '� -1Dr IE Al.r¢�?!142 -/ `'�-�, _r..'-* _ _ _ 7-r- T-- J' i t� 6 _ . _ -r _ _ _ 3t•'1 - r, - OP IE 31 1542 0! OUT(6AQ3bA0 W" OFdqM v raD MANHOLE E-2 O , ` 5ujATA 1+16W SD LINE E 1 E REMOVE IXISTMb IY STORM DRAIN LAE0.! O v z M fY If AND CONNECT TO EYQSTM CATCH BAS N `� FFX S Iw m OUT (6AQ2&w16 0 Ay _ , ( a 15 x pp 1� X _ ( ! T'1-it GPS rLJ• ;� 774.91 CONTRACTOR TO POTHOLE ALONG PROPOSED u j , � 1 ou l,22 ' 4�,EA �T n I7111-??U.lt !� �r?i �9 STORM DRAIN ALIGiNMENT TO VERIFY NO EX15TING i . Lo� � �E.UTILITY CONFLICTS EXIST PRIOR TCS CONSTRUCTION � 5 11 72ND AVENUE. 12320I uj - MST 94-0243 ' 53 QF 85 yQ-�=.�__ _ �•. � EXF`IRATICN GATE �C72 •:::,_.,._ _.. _ 031 ++- .•,__,,,- -, . , x;,M ,.._____: : uTr. . _.__..a ._.._ ..,_...-... ,..., ._.. ........+Marw+n.•,. , ,.,.x-..,, . .. . ,.. , ,. •• .,., . . .. ,. JUL 2 2 1994 MIClow"FILMED ( � IIIIIIIIIII VIII IIIIIII IIII1 I V III 111111 1111111 111111 I IIIIIII I VIII IIIIIII FIBlst- C;I AbS 4MADE IN CHINA IN 1 1 1 1 I' • • :f 1' '4aA•.iiM• fgA;.l ,n ♦. a HI �.p�•" a • a1 a ,.•.,..„„�.,, .... w. _.,..«w,..M4-,......, ,.«...w � ., .. ... -� : •, .`k. .. ..- ....4 .:. r w ... ., ..+,' _. ,.,,a,- .., .....,....,... .. �.. .. ,.,.,aa. ._..., .... ... .. —._JiIMRr.a n.eN. . ...+. ,, ..M„..,,.,,,,..•s..qra, ,r.•y,.„-« ....... ..._ ....,yy,-.- �• '�„' '0.s�"°�.'aC� x'as4 •• pt'ti+`mew» vr.xy�anara�r• .,.alit.4�,�rp�/r*jlMl�sir�.wraH�se i.� i _: «�.�4 .:,4�+,�,. ,.'.,,,..,..,R,,•„�.,•M,,,�,,,�.,, ,.�,. ,�. .�, ,,.�.�« rw w waft r–wri.r..._.w...,.,_-,r..v_..,+.,+..w..._.<._.«.«,+w w•r._.,«...r._...._...•... _....•�=..rn•w-._.+...-._«...« ..-..... +_w.r_.........__... �._.«-. �.___.—+-..__. __.-__. _. r_..........._.._.,._,-... .. CLA� 1G' BACKFILL CLA58 V BACKF" y -M- ORICiINAL GRAD. AT..�TEIRLINE OF PAVE _ _.__...____.. _ 54-1 DE5ICsN GRADE AT GENTERLINE OF PIPE -- 1250 .- C� �.. _ b' SAN F XING GROUT FILLED TO k1NG 5TAI 4463.90 :50 1 LINE "D" TOP OF PIPE z c 2 ,% I 4` 50 G.. __ _._ .-_._ ____ .. 1. ... .,:2" U. ___. _ __._..-_.-- -_-- _ _..... ._ _ _._ . 5D _ __-_ — ,___ ___ GEN ER OF MANHOLE 7 m 1 lcT1�1 245 _ _ _ ___ 12^m r WLI Z.19'X 18" OUT (W)400.00 Z s� L-b.00X �q L=302. I 4"d) STORM PIPE f loso 240 ', 8• i 5t 4+25.21 5D "D" ,� xING d w so #C-3 240 1600 L=118.2?' 5u0a.�0� 25330 6" IN W-244.�to FI_OIU TO /WEIR �- FLOW 1 o>a ;x 18" OUT (IJJ�2 .50 W.Q. SWALE •� �n .�-- 235 � p i 235 1 5TA 1+23.21 sD LINE SAWCUT END OF CONCRETE I C RIM= 245 I PIPE t0 CONFORM TO WEIR STA 0+0r>.00 5D LITE b" 18" ME IN -231.89 GROUT FILLED TO •� i-�.-1 230 j eO DIT•C44 lNIET OD-1 _ 18" IE OUl '( 31.69 _____� ------_---- -�_- TOP OF PIPE 230 18" IE IN (N�231.01 .. _ ' 1 15"� STORM PIPE tC•� 239 ' 12" IE OUT (5)-23101 ; � I ! j FOR WATER QUAi1TY SAN VIEW I , SWALE BYPASS I I NTS U1 111 225 225 �__._.. -..___ t 1 i ' w UBLIC 5TOR DRAIN LINE �D fL 1 0+00 t 1+00 2 ! 3+00 4+00 I WEIR ELEVATION = TOP OF WATER t j II QUALITY PIF�E :• J �/ I ; I C) j " FLOW O GLAs$ "G BA►GKn-L IN �---- 1240 0 i 1 F FLOW TO u►.Q SIUALE 15"(P STORM PIPE w I ! WATER ! ! I .. . . ., ,; .; -OF PFIE - - --r-- QLL41,.IT1F- 235 ' I �ENTFRLII _-- E�AgIN _ . ____-_- I - __. _ _ �_ __ __ . ___...__ _ - f_ __-- ___ 4",t STORM PIPE GROUT II :�!' :34•x, I4E 1.OF PIPE L=21.8h" 5■4.00x n..KE C40P Oa+eL�sic�TM x � ' �NMTOW�biAW I 1 r ! I CTION A - A �on 230 ----� _- - .m_ __ .. _ _ _- _ .._-.4 _ °�=0.00 { STA 2+11.01 sD LINES' "E" � SCALE: 1 = 40' HORIZONTAL NTS 1 t 1 j j �p3 i �' f►f 5D OUTLET CONTROL 5TRUCTLRE !E-3 1 ; 1'4 = 5' VERTICAL ! � u k. I RIM= 235.80 225 _. " ¢ nr1 1E�231.50 t>>'� 12" � OUT fWh23E3 -� i L>b1� f I I • I jo 1 j ! 15"m STORM PIPE V\ u _ � ._._..__ __ _ � ._.__ _.__._.__.__ � 3TC► 1 • 23T-3D Llllt 11 - Z'WIft:1630 3D LVE "E"-- WATER QUALITY POND BOTTOM , p 4 5D MN 1E-1 5D MN 1E-2 226.80 -- p 3 '. 1�i1 1= P7'►� 15" IE IN Ma"22250 I 15" IES IN (NE�229.00 FLOW WEIR a, 2.8"� ORFiCE 15" IE IN (NEI-M.25 15" IE IN (E)"229A0 215 •, -- --- _ 1 18" IE OUT MV-222Z __..- - �•�� \� �� ,,' TER g 15"_�E�QUT f;1128Q-_-- - __. QUALITY -r --- %��\� WA YFag gWaLE 13 � 210 __- _ __---_ _ __ _ _.. ____._-_ ____ ----___--- \ //. 5TA X00.00 5D LINE''T' �� ( DRAIN ROCK EXIST. CS TCv 224.91 18" IE IN ME)wnoll I y 12" IE OUT NJ�220_ll ! �� GROUT 205 _ �_�_._._._.�. 4" A.D.S. PERFORATED _... } PIPES I ION - ! I NTS ( PUE30C� STOP' ,M DR' IN LINIE E MIRAFI 14ON FILTER w FABRIC 0.5' �--0.5' ar IkCiS 9 INLET CONTROL 5T UCTU } I ��R QUALITY POND 5UBDRAIN LE R L -� --� �. D+00 _ +OO_ L _«_1 ._ 2 - _. 3+00 _ '4- : � S1-1EFT N.T.S. ��r �..�9p 00), J0B NO. EXPIRATION SATE S 1 102 72ND AVENUE, 1220 MST 94-0243 _5+4 OF�.._,,.. 4 .„i%+•: , �.�,:..::. ,. i 17�, .. '-. "M.%M.rxew+ �� - a.,<tl�-mr:...�+_�.. .n�m!+",r..xaert..^m.. ".rss„w1A•A§,-.- _- .v ,.-,..x. .,.•. .,wrM.TM�k�te, ..y.,. JUL 2 2 1994 MICIDWIFILMED , 1 , 111 , 1 11111 I II111 I illllll 11111 11 , 111 111111 11 , 111 11 , 111 11 , 111 , 1 1111 , 1 1 ! 11111 1 FltW.R— GLA85 4MADE IN CHINA IN 1 1 I J rr�11-F.:+ +a....MIN+u+uLer,e.Ml►rlY►nw.,...w..r..,.�.o___ .. ,. . ,.,.., «..» � ..«..... ,...•.. t ...�, P'y,,,nn,�l `Y►+.;uj,^las..►w:•._ „�,..,►,.,,. j fj �.. I 1 cA Z cA S.W. -10TH AVE. 66 tw*40LA GMANCw 1 0 ___ _LATA 0 ID bye, \� 7. _ --%/ f r. . -' .... n�,, ----- ----------- 0A' _ OP05ED SANITARY LINE E A unt��I4els,i6 —=-x x' ' — — - — - — — •- - �GSG WATERLINE a'� FO -------------- ----- - _.. ,. AtO PU10 MWW&W...J � gcALE: t" = ao' ■ PROF'USED CATC-0 BASIN b'd - ..- . --•-•_ --,-- --- -- ` 1u L.39.17 L- - lw L■Ia>lsoT; v V1 624.12,E 1 j ?�- _... 1 '' Iia 1r.-. / -,-•-- n . ..., ._._ �` ! us+ PROPOSED MANHr' E _ ; ' ( _ --- Ott.- •14.:�. % _ I (I� vi I ' F.F AA-- m^ F'ROPOSEU FIRE N'rDRANT EI r , FF f•.f�.y - .f - - _...-_._._. - TEES UNLE55 T E x!g IN g OR1�I LINE F ALL SEWER CONNECTIONS 1.0 BE S ;.. Y, o . �' O NERWI3E NOTED - T r . T .a �1 { 26L5 ` __ -,- 260.0 �' 1 1 ,y ExIStING SANITAR t' LINE p m 259.5 ; p . � j 256..4" N E446.-x ,'R.✓. I.r.i�t-N-;:� ° i' EXISTING WATER LINE ®•�, z� 06 Iwo; EXI5TIrG _ATCH BAN h •• .400, 3g LINE B ExISTINIG MANHOLE mmmmw EXISTING FIRE HYDRANT eT i ro PROMA 1 T * r Il j'� . ---. _ _ - .. z f----- 56 HAI 44 95 I, - - --- - _.----- -- - - 241 *TA 3048.92 86 LINE B }— � — � TRENCH �--- I. F.F};:' ti:;� �4 -;- = b- IE N 111 Ec FIFIEc AJ t i G- �S I I 'c- b• IE Dd IEI�Q3'LTI Li- Jr Z IN (E3&1i I li1 fy W 1E OUT NAM"I <11 MIN- DITCH _ s } WATER LINE WIDTH 2X ----------- -----------•--- DOMESTIC lUI - 1 I/ MAX. DIA _ - - f — - - - - nn �_ OU I CRUSHED --- J*1453 w % FIRE W, a I R ROCK O A 1 - LIMPAG I E '� NE To � OFD r - F.�. U4.Q —, `� AA� eo TO T-1hl - F.F.= E�•4�1 1.1 4 tom` J F.F. ,, mv 1-1 254.0 != �, _; ° , -_I 1t-e cn jr. - W PUNIC &&NUTARY ! I TRENCI-I �.� EAs'EMENT (TYP) DEVIL N.T.S. I I F`F 243.5 �- :_.... ..... MM RYDRANT aWYQ� cor�et� f.F.=;' '` 1242. c� ! lwaxeAElu CSS ! i - - ' I � �.� 1I�' I J >r_._._. ._. ✓.:._.__...mss s � �" F.R jK7 Am 407 70 1*owmmcm bi Aw �Iren.v�carat tnncre,0c I i 246.0 •;, 15' _ Eaacw►mm TI i { -- WYE —i 1`� _ (( 1 \R\ reaseetc�+of so ' 1 MTALL ABY (DCA), r T.v wJ�. >�a42.10 b"� L-6 5-1 �� i4, ; 1 , \ STANDARD& NO D6?EGT(Xk ! IN AJTILIT Y VAULT 46'*-WA W/ A' n MOO CLEANOUT _— � _ —'240.0 r CGNNNECT DRAIN To PRI1/ATE E .44 F.>=. - r.' --" '''ty?-. lE• 22.9' � I �'�A ' Iv/ r _. � .. i F - -•� 8?'OP!j l�YBTE?'L / 1631. _ _. �r--s-- � � i' f I ' Ir w Allr1 CONED aM �T 2 0F I� 1EMTM aff"TIC TANK TO BE � � STA 60156 WWL Aa= Z lid - - f �JTA LINA 9 =10 � ; 1 j �E)d5T1NIG W MA 14C)LE A-I X3"01 '/ t 56 MAPY•lo 12 A-1 O•o000 JA LAE A O"'>E OUT C'�•�31�Q 1 OTA 44156 LINE A 12ND AVE- - ,� ` t' _ � , � f 1 �� DWT. b 1E IN 11:�112"SO NISI'-) ' . .J �` I I j IV 1E A! (t•1)w221J00 - r,- lF M (N)•113,00 6- E OUT (5)•220 0 °SS LINEA EX15T a' E OUT (8)-21230 (VI �1 I 1 8M8M9FIT 1 FOR PROFII E , j 12'4 - TAF�plD�ir�. TEE IW b' GATE VALVE WET-TAP Nle !� Fa 5 tmLSiC�. r-POVII�E f�1TI�tE AP _1 ` � + .., : _ '/- _ .,,,,.�. I �" ` —c_• __ - - ��, - n. -- »- amt - -`. -• '�, - i - ry C','•�i �_ - L :7 i a " 1 � I r1A14}40L.E A-3 \ I , 0 6T i 016 INE_A -____--_ \P90n �21 V✓ A\/E, \ . N V IE OUT (&kUwo 16.015 9\ W CONTRACT T � �� '�•T1 � C OR o POTHOL_F ALONG PROPOSED oAEGON., f SHEEI SEWER ALIGNMENT TO VERIFY NO EXI5TING UTILITY � 2, va�`�� 72ND AVENUE, 12320 to CONFLICTS EXIgT PRIOR TO CONSTRUCTION �'� D wE ST 94-0243 7 11 55 OF gg "' O JOB NO. 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Z 230 Z. 1230 I +I, ORS • : gtA 6+59:98 5AN L2NF "A" ---_--_..__.__. __.._ _ z 14:112 - 4 " I STA 9+00.00 5AN LINE B i I � ! � 94 � I 5AN 'MN #A-4/B-1 ! � I RIP1= 239.10 225i.AA IN W-233.0914 M� ...,.....__. ._._.»._ .._...t .-..__._._.___.. ---- ,..-.•._._ - T_- _.._.... -1 j ....._._.._._.__ ..._._{ 1� 811 CQQI \ I 1N�2 225 8" OUT (5)-232,82 20 3TA5+56, g Ll � ..._._.__ ____ __._...__.__..-___ _.____..._._.___ _______- -----------•-----__ __.___.__.__.._,_... .___ _.___. ___.__ I ix443 75' _3AN MN B" IE IN 1N6226.30 i + 1 215 ( I ! 8" IE OUt4 sh226.10 --STA 4+43 • SII �25 3AKI t1�"",�'--'-'.-�� ____..fi..__...__...__..___ • I1 � � ( 1 ; 5AN MN -2 ( -•�_._._.. -__._.._ --_-._.. __ __._.___.._.._�_ __.___ _�._ I I ! RIM= 22100 (� � . 8" IE IN W-22100 t ( ! I , I �Z to I i f3" IF OUT; 1sh220.80 I , ! 3TA, t?+W.(7D'gAN LINE "A" _____- ._. ------_—' _ _ + - ._ 210 I EXISTING SAN MN #A-I I �� - I t— —- _ _ _ RIM= 219.56 ! I 8" IE IN :N >413.00 6" IE IN 1EN212.50 (vERIFY,) _ 05I ! I _ 20y__ - I � ► 1 i I � I � � I . p u.1 I I ! { ! I al 1.1.1 to '_ -- I i I 1 1+00 � 2+ � 1+00 ! i ! ! I ► I I 111 11 -- _ CLASS P BACKFILL I I I I � 4 260 - t �260 I . 255 I - M AT _ _ __._._1_.. _____.__..._ __________�_ _____- - Va"'IlA"ccumIrAACIS W—11111M250Iwl �pT AL • —C;RAPFAT-- PIPE - � I � t i 1 250 LET v 245 'a'� , I 45WL I ydNCs ��V .._.__.....�. - _._ 1 M INLET . I � 1 '4r S" I E i li -- _ tI� WL >QNG 0)6CINC3 - - 240------ --- I i I i i -- s-ra 9 s 6�t5.tAL N -INE �'B" __- ___._-.___._.____.__ ---._---- 6" 9D I � Ir,. 9D � i SAN MN #E3-3 I ( ( tw.Et �' O i RIM= 253.40 g=1.00 6" IE 1 IN (N)=246.13 I ! I ! y F 1 I � o 235 8"� L=348.92 8" IE IN (EN-246.23 !3708) , I � -•------�----- - --_ _ do e° IE out 12�t6.o3;J=246.03 ' 235.._-_ - ! 230 TA 3+4$.32 '5AN. LINE i 3TA 0+00.00 5AN LINE NB"= i I 3TA 6+59.98 5AN LINE 13 .." 5AN MH I/A-4 IM= 245hOi I I I � i6"� IE IN (N)- 31.21 RIM= 239. 0 I I i N �t 8" IE IN- ("�33 02 _ x'11 IE IN is)- 31.21 f I p 9" IE IN (MN233.02 --_ __ ___ 1 ! �..------ � _._.____._..»_..---._.___—______.__ __.__.____._ ._._.____.____.._3 IE Ii`l CE1-�3b_ll_ _ _._ .__._....._.._._____. .__..___ _ -_ 22�J 8" OUT (31=232.82 L3" IE OUT (W01-23-365 1 220l`lIt 1� _- ----- _ 220 � :3GALE: 40'VERTICAL HORIZONTAL �.� ND�isd'�s*,o � 5' vERtIGAL 16 o i 5 0+00 I 1+00 300 - + 5+00 � h+ +00 GON � y�I ,94 � 72ND AVENUE. 12320 8 MST 94-0243 °Y ° 1 l?F D 56 OF 65 iffQ_ 2F — EXPIRATION DA rE 81102 r JUL 2 1994 Mianw"FILMED ( 111111 I ! I ! I I IIIlI 1111 ! 111 14MADE IIIlI I IIIlI I IIIlI I illll 1111111 11111111 I IIII ' llll � ll F *:R– W Am IN CHINA IN ! M +WF t .... ....•..... ..•. •N..........MMI��,.w....�...a .._-.•1Ah..#M-Mw,..k..«. r.�/.y.�. •#...fM��MR..4•a'.4_.eti�i .�`'� ..w+_w_ —.. •. ... .,� M��.YM.1�. .-. r f z g� a i 4 I ,� � _.. ...- •• ._... .. .... �� / I, /• � � �� 'tel: t-- r a Z............. 111 -� f _ �.---� ► 1 Sly �2 N� A1� A\ ua ENUE DESIGN CRITERIA CURRENTLY �� ; ► ; UNDER REVIEW 5Y CITY of TIGARD FUIBLIC UJORKS V,In )PlL9� F 8'cL VESTar ` �► �� / / / .A r �Z. 7�t�t _- fie _ DE5ICIN CURVE 2 �1 `�✓ \ �— �� ' f I ti SD = 19°11'05" z Z 1'111I / I i AVE. - �,�` ._ ,-� •� %^�•. ,� I ' I R = 500.00' , l Z T - 84.95' l� L = 168.79' DE5, IGN CURVE i , � � � r•� � A = 22'31'59" __'v IL= i1•t.✓ Em i/4.56 �7 .1 ( �. __ . - �-�+ �— R = 500.00' = 99.61 _ _ L = 19&k>4' ; � 1 �-- r Cpm SIA — _ 7 _, RIGHT-O~-WAY CURVE 1 _9 - �- --J -, ; - •-, _ , Z = 24006'20" •�, a ly l { --�',_ — — — �••�'—-- —---- -� _ —— -�+�-----'-"t - �-- ;c— _ - ~ T _ 60.89' �` ,1,_ 1 S.W. '12ND AVS. Ln L - 119.91' U i ;� W Q ` Lu Lr - RIGHT-OF-WAY CURVE 2 lta A - 200311'.58" I nom' R = 286.00' ' J�j Q w LL to T = 51.80' L = 102.49 I C I + ► o , I 2.45 . 17_____-, _ ! ___ __ _ I � � -�--� —�-• ____rt__ 245 240 ?ORIGINAL GRADE- AT l l'� LT.°OF_DES�CxN GENTERI�NE -.- _ 24O � C� ORIGINAL GRADE AT DESIGN CENTERLINE OF E5(I5TING EL-,<3E OF PAVEMENTvwn-AAZ C40MLYAMM W_M=AM ! 235 I ' �~ ; 1 AR wx TO IN pwpo ul m]INAwr --' PRIGINAL GRADE AT I1''_RT.-OF DEIGN CENTEF4JtjE 235 JT 230 1 230 ID, 225 _-_•�____ ___ ______�_ ______.____�_._ _._._ _ ___ _ _ __ .__-__�_ �` - -~ =-::.� _ _ � i _____ T_-_- ---_.- _-_----- --�-____-- _. _ __._____ 1 �- _ - _—_ �---.- __.__ _____•�._.___—�--. __--_!_-_ ___.____�_ _______ 225 } 1 220 I __ _ I -� t-•- --�--- -�- ----___ ' 220 i 215 ___ - - __- ___ _ - - - ► , ? ' 21a _ ! I _ 210 i f 2o'----- - --- I EJ PRot f, Q 9+00 1 otoo 11+00 1 1 00 + 3+�. -_ 14 5+00 16+ ��OREGON QO Y KE 9 11 72ND AVENUE• 12320 � MST 94-0243 rD NO. 57 OF 8b EXPIRATION DATE JUL '1" 21994 MIC0110FILMED ( , 111 , 1 II111 II111 11111111 I , III � I ( , � I � � , I , III I , III I , III 111111 , 1IJill 111111141 i 1 F1BPR- 1'�AAS MADE IN � CHINA IN 1611 1 + 4> -i ... .. ..-«+•.r••rr.r•Wwi11.•1Jo..•wr-�,,.�y„y,.,•p.,..:J,•....►ih.... .r.,... ......, .•».. 30'-0" MAX., 10'-0" MIN. r•D49 LIM !*ThA_f' P1=A r�4xJ1d* r_41'FK;TtETii (SEE TABLES) , DRAINAGE BLOCKOUT EXISTING DRIVEWAY IaAc,crtu r� 1111N. 3' A.C. IN ? LA IS FADE ImoIDTH @_ �- 3" I.D. PLASTIC ; STREET WD-TR 6" PIPE W/COUPLING VARIES WIDT�� VARIES - MATCH GRADE • '� (SEE TABLES) SAW CUT STREET AREAS 1 OUT Of STREET AREAS—^ 1" BATTER - VARIES Tom' OF 5T ► EX1S11fA1C SEG -6"- ROAD 1(" 6�1" k • •, _ _�_—__._._ MATCH WIDTH 1 _,l •-r " RESURFACING j „... 12" A; A 2 Of 3/4' - 0' •• •�.', '••• •• •. /�� / 6" 1 . - ,1`2". RLW LINE --- �rtor! of • • .. •.•• o o ° 0 0 0 0 0 �/ A • MAX. EXPANSION 6" X 6" TRUCT M �� atl►�tXlr T + ° o o ° o o ° /� . • ' JOINTS - \�` !b i ' Vi ° ° 0 0 -�o o °o o ° / -��. ' • .•. .•. • - - — CCXJFZD. W! 60" ENCsI� 1 10 GA. MESH 8' MDL l=�r�+T ti t 0000 0 BASE COURSE _ �� ° ° ° CONTRACTION ON ° ° ° ° ° ° ��/j _ 24" B ,I JOINTS SIDEWALK \ j / ;% \ / ccxwP,aC>1� ear 0 / CURB JOINTS- 0 OI S- ,.: ° CLASS B %/ !/ �— _ cuP \\ \��/\\ \\ \. /\\//\��`�\� �% z BACKFILL ° _ L-f- --- - B \ ° LL- CLASS A 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR z p� re 2" - Q" 0 0 ° o BACKFlLL APPROVAL FROM THE CITY ENGINEER. A FACE OF CURB FOUNDATION ecru. Ld �via 5'-0' MIN. 5'-O' MIN. rz ° ° ° ° 3'-0" 15'-0" MA)C. 15'-O" MAX. 3'-O" � / 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 2's DAYS. NOTFc RETAINING 9TRf1CTURE 9NAL.L BE MTA LEiD CON5TFJjCTED _ 0 n 0 0 PIR MMUFA-TURF_,!' '.LF'P-CPY-ATION5. 0 0 0 ° /" W ° ° ° 3. EXPANSION JOINTS: GRA - 0" ° ° ° ° A. TO BE PROVIDED: USE EXISTING EXPANSION JOINT GRANULAR BACKFILL " °° o ° ° a �%�/ Q 1) AT EACH POINT OF TANGENCY OF THE CURB OR SAWCUT AND PLACE COLD 1-1 2" EXPOSURE o °° °° ° ° 0 //j j 2) AT EACH COLD JOINT. JOINT. / E TYPICAL RETAINING 3TE UCTLIRE r�FTAlt ° 0 0 ° 0 �� . 3) AT EACH SIDE OF INLET STRUCTURES. - �— _ (KEYSTONE WALL OR APPROVED EGU4U ° 4) AT EACH END OF DRIVEWAYS. v • ; 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 10 GA. MESH } -' CD 1-1/2' ABOVE BASE ' ' B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED. NON EXTRUDING, 6" WITH A THICKNESS OF 1/2 INCH.i • '••• 4. CONTRACTION JOINTS: + 1 • � STREET � � � � _ 20' • � 3••• ••• A. SPACING TO BE NOT MORE THAN 15 FEET. 10' 10' B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. —�-� / 2" OF COMPACTED 3/4"-O" AGGREGATE PIPE BASE 5. BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHA' ' BE TO BACKFILL IN STREET AREAS NOTES � ►---� SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. , jjjj, 111111 1. tF S/W ;S A. I.D. PLASTIC PIPE WITH COUNLJNG.AGAINST CURB, FILL 6. CONCRETE SHALL BE COMMERCIAL MIX. LL 6. DRAINAGE BLOCKOUT - 3' DIAMETER PLASTIC PIPE: ROCK TO BACK OF S/W. 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS L 0 :3ALONG BACK OF CURB. 2. IF S/W IS NOT AGAINST CURB, B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 3. EXPANSION JOINTS SHALL BE 1/2- PREMOLDtD ASPHALT IMPREGNATED 3" CLAg3 "C" ASPHALT q LLI FILL ROCK 2' BACK FROM CURB. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF' CURB. MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE. �} 6" SUBGRADE ROCK z � PIPE BEDDING AND 'Q BACKFILL DE7.AIL5 CURB AND GUTTER COMMERCIAiL DRIVEWAY FIRE LANE CRO55 SECTION 1�-- Lu N.t.3. ; ; ! 03,W 22ND AVENUE) ^, Z L— A RUNOFF WATERGRAVEL (18" MIN. DEPTH) WITP 5E'DII-LENT- �i 1 18" MIN FILTER FABRIC MATERIAL�- FIL WIDE ROLLS. USE 5TAPLE5 OR WIRE RINGS _ THRUST !LOCI( TD TUAVALLEY LATIN VY WATER TUOCK MG LF'UIMD -i�- _�' ' ' • TO ATTACH FABRIC WIRE. _ DISTRICT STANDARDS CODE STANDARDS RETAINER GLAND DISTRICT APPROVED _ I 2" BY 2" BY 14 GAUGt WIRE --- :EDIMENT WIRE MESH WITH FILTER FABRIC OR EQUIVALENT. _ e++cicn-w DEv(ce I2' KIN A CO SPOOL FLC&x Pf-- _ --• NGE UPLING DAiTUt � FABRIC ON TOP � ----- " FILTERED FLA _ � —----- --- - ---- FLOW 1 ! I am vm cam TTw rs oft 7w�wo WATERTHESE /^ - ! AAE NOT TO K 01D'iDUC>fD M WY MITER ENOE T WTH TIE WYTIK i PUMASSM OF 90 2'-O GRAVEL I � WIRE MESH INLET BARF'. 93.00' IER I " 1VIATERIALS ��. ; � � ► � g� Ndi ITEM QTY DESCRIPTION Ail M --! PP7 1314 OrEt+c Dom+ vA�uLr vlT►"�ii+�:LADDER -� 1 1 4" COMPOUND HERSEY p2.• MIN17 u.�T PRIUR TO -A I 2 1 4' GATE VALVE FLG. `\1 FIRE DEPAR'11W 6 MAX 10 - -- 10 3 1 2" GATE VALVE BRASS IPT __ CONNECTION FLOW 4 1 4" D.1. SPOOL FLG.x P.E. 5' LONG "pPROVE� u►DA�R I, y — 7' \ ------ ----------- x ` 8 5 1 4 D.I. SPOOL FLG.x P.E. 10' LONG U> 8 PLAN =m 6 1 4" rIANGE COUPLING ADAPTOR I L) 7 2 Cx 2• SERVICE SADDLE 6' ,P4�� 2" BY 4" WOOD POSTS, � 7 � 7 r g 75.00' / • 5 8 2 2"x g' NIPPLE BR. GROUND I.nE � C� � P�� STANDARD OR BETTER OR � 9 1 4 RETAINER GLAND ------•-�--!-- sTat,t DItAn+ , Q P� ��\ EQUAL ALTERNATE: STEEL -\ r— !_ n--- �` FENCE POSTS. O o 10 2 2" ELL. BRASS "V 11 1 2' COPPER TUBE RIGID - g a A b 0 r--- - �i ----- --1h I �r C)O 9 Al O 12 1 2'x 3' NIPPLE BRASS a � o G ��1 13 1 2" COUPLING COMPRESS;ON i ( $U°O rad o NOTE: E?'.: Mw '.Mh•'•M.»w.....,..__•+ ... •Aw•w.a._ w ri,+'MM*F a. .... .s.�. i r) I�y�{+,,}K �.;, y.,,,,yy, ,p J ffi 55„ICd!`�Cd;ww�, its''Oi r';: s; ;F.', '.:If•a'7 r H ka,'k'a'..M 'ir,�;r r.; !^PF..j: - .w..r•.. . _....,rnr..,.....,-. vr.,..:^. » �:�.w�+.. ...r.•n+W.i/•P' � WI'i�1l1r +M.IM�R..1wMlr..,.,..•..- ,... .+w tel'.,«.....-.,.r ..«...+�.- ...«.. °�,m I�e..1...... r ., .. $e♦ .,-1 ,.j, :•�, r �+ ♦,l art»�{7' ,' f Iww'.. ,, / .. , r .,' ."{ :.,u ,..,_ ..•. __ ;.«^"' Wit.' . . ..t«•, ".,Z'o ° t l ct:Arr� �Wtx� c:x� NOTE: ��'! :'�'1EFt LJ� c7F' T1415 TYPE VI` MANHOLESfWALI ".------� � >7taPpAi�D CAST IRIJN 'I AT I.ICAST tl• IN ut7rH -\ BE Lg*l) ONLY FOR PIPE SIS � �~ O 0 0 ►'RAM t COVER S!! OF 24' OR LE . ` FINZA4 GRADE -� \ _ WAtERT1GHT PIPE PI-LIG \\ • d O O d O LabA - f / / •6"G o STANDARD MANHOLE NOTE- , . .a GRADE RMG L -9 ►'� (A M� ` _.1 '`-* �� "-� GLEANOuT IN5TALLAWt,15 ARE a' �� °• \ �� PROVIDEr14 LIMITED T✓ EASEMENT AREAS •a�� 'oo `� OF 6 ,>�� a Nara:a : • ` OR MAY BE ALLOl1ED ON A c1Qa cLla►�ouT SANITARY STORM TEMPORARY E3ASIS IN -- PLAN I CC_*4CRtTE 5WA" ATTAIN A r •t CAST RON Cn'vER C ST�r-irH OF 3x-A5 P-5.1. M�� •yr) RIGHT-OF-IUA 7'S. _ FRAr� IN 28 Da r5. (SMt 5ls>~�j F'1N -_ M,n,TGI.1 FINISHED C�f2ADE OF STREET �• o � o° " � � _ o p� 27 FROM FROM FIRST STEP cQ 30° '. C Z ? JNCS TO TOP OF CAWING -- •0• o• � Z r DITCH STAN()A� may ECCENTRIC 1' IOL TOP •a;� � _-- - R19ET2Of so"Otl �` •0 •cl 27 FrE"MED PLASTIC GASKET 27 0 • .° MAX 24• i FOR PIPE _ --{ ti . 0 •p A •O • MAX MA`.X 24' OR LE55 I O. 0 0 0- •U.r .Q'• ✓ y V / W vp p COMPACTED _ _ _.-- .I p cS P •• O o Jr-0 n y 27 OR LA GER) 0 FOR PIPEC)D GlZL151�ED ROCK �" 3' T O' -� 4 0 a a� 12' MAX. FOR 1'� - O. 9 • T • • .1 • ,p • -- I 1�-�c 0 L ND15TU ZBM EARTH � i • - 0 C>C- PIPE Q 3• �' �.0 D�IO.O L. •'� ' • •Q:••Q 6' I E!• -FCC " � 3- • V i 24-ky CONCRETEENCASED WYE 3-O' • ' ,� '• ----,SET IN FRESH 3P _ _ V-0 _ • n4151DFE DROP: ° Q ° c o °°o ° °0000 a° GCONCRETE f °SECTION A-A nn IIA)QMA'1 Y-O' o o a ° ° Q7 °° ROIIt 0 0 1. USE WBURBAN TYPE ONLY IN NON-TRAFFIC AR1=A9. ELEVATION F3$ v O a q ° _- 2. C OVIER t FRAME SHALL BE COY C45T IRON ASTM A-48 CLASS 30. \�TiCAL DISTANCE, Q \''VERT TO INVERT O 12" LAYER COMF�ACTED 3. GCVER AND FRAi•IFE TO BE MACHINED TO A TRLE BEARING ALL AROUN5D. ANDARD CLEANOUT �I BASE MATERIAL (ir-o) 4. NC)tCH LID FOR LIPI'IIVG HOOK USA DWG. NO. 150 AREA DRAIN (TYPE IU USA DWG. NO. 420 STANDARD MANHOLE SUBURBAN AND ►.� U5A DU)G. NO.010 STANDAR MANHOLE FRAME t COVER U5A DIG. NO. 120 �-1 �r ALL` V L LL (HORIZONTAL) VOLUME OF THRUST BLOCK BEARING AREA OF THRUST BLOCKS IN SQ_ FT. IN CU. Yl-,5. (VERTICAL) ILII-- TEE, arm so"BEND BE Ft'riry� IM ANGLE FITTMG STRADDLE F'111GGm CRoaa 45° 121/2 11 114 ` AND 812E 51ZE NY T BLOCK TEE FIAGGED BEW-) BED BEIM 45° 22.5° 11.250 ON R JN / - 14 1/4 4 1.1 0.4 03 121/ 4 L3 1.6 Le 1.0 1.1 6 11 ID OA tOl/ 6 2A 3.l 40 2.2 1.1 a 4D 13 Ob e _ Y ` a t I 3" FH_� @ DD b b ll 3 e 2 C 10 10 6LO 1i O9 - •_vJ T 1 I �� GRADE to is 10.2 1L1 6.0 3.1 Is 12 31 :3 la T►Fg DRANUM AW TIE F AGPOM 4iRtE Od11lJLTAr1fT! MC (rQ; AMD ')r 12 ILS 141 Mao C!-1 IA 21 ARE l•OT TO K ��G M ANY 1: + 3" _ _ 1 14 I L� i:1 Le T�-•- _ VALVE BOX TO BE 16 2a1 26vI 2&4 IDA 1.e 39 �--- uAra+Ev E7iIL1�T Ir1M 11t w� I Ib _ 14.e Db 2!J I 9" I L or to �� AC. ENCASED 1F ao 31.1 _ 40.5 44A u.o 123 � _ 28"x2f�" C.I. GRATE 6 GATE VALVE NOT IN PAVED AREA a 453 a" 64»0 34b Ill e� FLGx MJ. I'1/ BICYCLE BARS 3 a. CAST IRON VALVE BOX, D' PVC '�B1ER PIPE, C.I. OUTLET "PORTLAN7 STYLE I VALUES BA5ED ON 200 P5I WATER PRE55UR.E C.I. X ClCOUPLIN PROVIDE 4"(P '� 03034, SDR AND 2000 P5F 501L BEARING CAPACITY. / G.O. A7 TRAP M J.x FLG. TEEFERNCO 1056 OR m APPROVED EQUAL LC.I.VALVE BOX ��• . � � 450 BEND ZD IB" IS" COMPLETE �' _ I 'm r 3" BEHIND CURB =C G.I. DISCHARGE OR SIDEWALK y• -•• , PIPE (TTP.) �Z ' 1 OR APPROVED TEE CROSS STRADDLE BLOCK BEND~ t EQUAL \� TDEFLECTOfR I >~ MAN I DRAIN ROCK POCKET THRUST WATER - 4 CU. FT. MIN. BLOCK b" HOLDIN6 _ ADS N-12 X �;.I. C.I. BAND CLAMP 5POOL AIL. �` _ "1 COUPLING FERNCO - 24" SQ. 10 CSA. OR O�DETAIL - NotC1-iDIFtECTIONP OFAIN INDICATING CROSS TEE WYE VERTICAL BEND �; IOlC7 OR APPROVED C.I. 450 BEND r' PLATE INTERIOR EQUAL_ Z NOtF$: - - I.E. A5 SHOWN W/ PHHALT PAIN a FIr'f1ws ROD EMBEDMENT ON PLANS _ --- - - - I. VALVE BOXES SHALL BE CENTERED bBf uma- ��' •� •'t1 .y ® DIRECTLY OVER THE VALVE N:f W A NOTES: rr LeSe 30• VERTICAL w ". I TIONL 0 " ��'�""- • ` 1) coNCRI=TE BLOCK NG To BE POURED W- Mr Is 36• CATCH BA5IN DETAIL CONCRETE ol I VALVE BCS( TOP SNAIL BE ADMTED TO AGAINST UNDIOMRBED EARTH. N.T.5. PIER BLOCK MEET '` 2) ALL.. CONCRETE TO BE G1.A55 2400. 3) M3TALL ISOLATION MATERIAL BEIWEEN FIRE HYDRANT9r n i" ! �BAND/OR MG�T� BE )RE POUR- - I ILOCK 4) CONCRETE &WALL BE KEPT CLEAR OF �� RA�f N .� ALL J OMTB AND AC-CESSOPUE5. v�5��41 N F fi f "PORTLAND" g) 1 rPie.�aL HYDR.ewt sEttIN_2 DETAILS THRUST BLOCKING _- p FOR BLOCKING LOCATIONS. 16.0 15 4/ s VALVE BOX APWA DWC3. 401 o Z l� ,ORE 30W N SNIT STANDARD VALVE BOX DETAIL (MAIN ARTERIALSTREET51 OF111 � NO. ; " EXPIRATION DATE 702 K 72ND AVENUE, 12320 PAST 94-0243 5£ GF 65 JUL 2 19 4 MlClnmf'FlLMED ( IIIIII VIII I VIII I I � IIIII VIII I VIII611111i ,N IIIII lIRW..R- GlAw 4MADE IN CHINA 1 1 1 1 NERAL NOTES: . , I N I CL •R.a:':'vt ; .u,� eE Rf r�s:,r SIBLE FCR CC\7RPiNATjZ%N WIT, ! r t6513 .arra CAeLE TELEN031O'v cOMP,aNIE4 PRIoR CC*4CuCT01[",-3 C �GUE= OR ANC HATEMAtZ.REOui cC F-OR A �lP .ETN3TALLA / y ��'f�r�'w UTILil' CCCPIPAN* CONTACTS f � GENERAL ELECTRIC � ! �(p1RES 11/31/94 M*" SJU OLD SC 4OLLS FERR' ROAD WAV'ER'TON, OWEC*( ti S� 1 ATM.: DMAN M E Mtt (bC3! 5W-135i ! ! WNERA:. TELEANC*vE C j EKs!NEERI�,;, �10E j - 3 E2.1 � ,. .�.-�►. .. .._ __ _ I P.0 !�cl x :3s;6 i 3 E2.1TIG "RLQ. �^-RECON 9 :81-3i16 I O M T TELE ;�'� 4 F COILUMBIA CABLE - 142fr;0 S.W. BRIGADDON CT. I. 3. �:AYERTON. OREGON 9105 V - i 9. Il g -,L � -, VERIFY 404`ATION I r - - -_- TYPI�A,L��b Py '8 PH "8 � �- y METER CENTES� AT'NI CRAIG EYESTONE i �6 - - "6 - - 010 TYP, X61 MET=F'S• 2.1 '�1.E �5+03.` 641-4818 - S. PCRTLAND GENRER44L ELECTRIC WILL PROVIDE THE FOLLOWING: ! -- , E2.1 08 2 01t 2 2 010 A, PRIMAR'! t SECONDARY CONDUCTORS C BLE :r I - -- s. _ a _ -• -' t -� IS. TRAhSF pvr- OI POLET. _ �` .......... -_�........._.............._................... ------------- r 4 SEGONDAR" CONDUIT I Ta t,. . - �� -------------- -- -- - - I P r I -� o+r,D RE Qu M j 0( '� -- ' __ i A. i `'�..I J !A L .I Itjo�7�� I ,GONTRA�:.-TOR S�-1ALL SI:PF'LY �1 SECONDARY CONDUITS.B. PROVIDE PULL STRING WITH I 0 T T I A : ---- !C. CON UI 00 ES N LL CONDUITS.D TS SHALLA MINIMUM OF 3a' BELOW L7. ALL BENDS SHALL E33E T.2fGIfl STFFL, 9t2'GEGREE ELLS SHALL BE (r36' RADI•15. - - r m ' •, 5. TELEP+4C E CG';-o; C^.'vDU!T REQ IREMENTS: _ _ �' `_• _ - 9. a ____ `', y; �. s f' ih"� F A PRCvIDE: 2' �vC- SCHEDUL.E 44; CONDUITS OR EQUIVALENT. / -- --- ------_.__ 1 c W DEGREE BENDS TO HAVl. 24' MINIMUM RADIUS. STEEL r6E:2 I; x BENDS RkQi 11RED Ct4 ALL CONDL:IT RUNS. THREE c'3' IS THE -' �F .. _--- C o iii l- � c, c � � ! I m� „Jr)� REC40"1 ENDEiD MAXIMUM NUMBER OF W DEGREE BENDS PER �' i (�, - (4 _ :?t�' b-r ry I " -..a'__ ;•-•I co C- F:RCV;:, E 200 Ib P11NIF'ICR"1-BREAKING STRENGTH PULL WIRE - PH 65 / t + :Q1 ! i I` IN ALL CONDUITS. 0. TELEPHONE CABINETS SHALL BE SIZED AS REQUIRED BY i 10. 12. ff 153 I M T T r -- �� M T N I; I Z V.d SERVING UTILITY COMPAN'T- FOR TERMINATION OF CONDUCTORS �► TYP E21 TYP, ( ) MEt 5 �� - AND TERMINAL BLOCKS. PROVIDE Ya � f; - �.: _ v:__-�� TYP, (�o t"fET E2.1 C i � SOLID COPPER GROUND �,; I i V(-r Ii !! y � - co rm WIRE FRC✓1 TELCO CABINET TO POWER COMPANY A .,�, - �` SB -'- - TRAN5F CRMER ALL CABINETS SHALL BE WEATHER PROOF. E. CONDUITS S}' ALL BE A MINIMUM OF 30' t'5ELOW GRADE. 10. PROVIDE A MINIMUM SEPARATION OF I2" HORIZONTALLY OR r I 3 A Ell � :2) VERTICALLY FRCi ' POWER COM: AN t,C,�NDUITS. COORDINATE % I WITH OTHER UTiLITY COMPGNY REQUiREMENT5. r - _ _ M-TER CE ATTR.. r- 4 1 f � l i � I� --- -- -� ---- TTP, (6.) M,?TERS Ems, 1 1 i W 6. CABLE COMPANY CONDUIT REQUIREMEN75: �- X I t I '� �+ `� _ G A. Ll- PROVIDE ' PVC, SCHEDULE 40 CONDUiTS OR EQUIVALENT.ENT. i A5b B. 2' - 9E' DEGREE BENDS TO HAVE 24' MINIMUM RADIUS. STE�( -J E2.1 � .,URT F' E2.1 E2.1 i --" -- _ _ z BENDS REQUIRED ON ALL CONDUIT RUN5. THREE (3) 15 THE" `%aR►'(3RT A RECO""ENC%ED MAXIMUM NUMBER OF W DEGREE BENDS "'FR �_ _tel i + I T-- --� i 4' ----------- �,__ _- Q RUN. I 2 2 "1 2 LL2 i u W C. PROVIDE 200 Ib MIN;"LIM BREAKING STRENGTH PULL WIRD, / 2 1 2 2 �� I , '1•I I Z Z F- 'ILL IN ALL CONDUITS. T H -� _ --- -- I� D. GABLE TELEVISION CABINETS ---- --- -------------- - --- _-_ - --- - _ SHALL BE SIZED AS REQUIRED $Y 2 ~ -- - - -- - - - - ---- -- -------- ' PVC T POLE I c i i I RVING JTI f COMPANY FOR TE Z"!,NATION OF CON UCTORS 'v__ _---------`-- +'------ SE D AND T RMI F' - ,� E N.� ,�_0CK5. PROVIDE M6 SOLID COPPER CsRC�UND - -� I••----- -__ .I l i ^�' � -" - •T � 1 - -•� -I to F (7 A f h E T T PCOMPANY i t I -- - ---- t --- _ I ill WIRE . ROM TEL..,O G B i� O . OWER • ••'•' -- � _ .- =--- � _ � TRANSFC d'1ER ALL CABINETS SHALL BE WEATHER PROOF. r E CONDUITS Sa-►AI_L BE A MINI[-[UM OF 30' BELOW GRAPE. I I GROUND FLOOR ' GROUND FLCY; -moi' GROUND F"LOUR GR011ND FL(>OR l ' ?, GROUND FLOOR GROUND FLOOR i ! 1 ' H I NT Y + GROIiND FLOOR GR�JND FI O()P, I I I UNIT TYPE A I UNI TYPE 8 UNIT TYPE A UNT TYPE F I UNIT TYPE A UNIT TYP. 8 PROVIDE A MINIMUMSEPARATION OF 2 OR ZO A(�L O!k , I JNIi TYPE A I UNIT TYT'.8 I I �,.., i I � VERTICALLY FROM POWER COMPANY CONDUITS. C'OORD ATE � .I I � - --- - W - - WIT#-4 OTHER UTILITY COMPANY REQUIREMENTS. - - - ............... _. ice_ ,- POLIER POLE _.........._ -- - - _..._.......- - - - �- VERIFY LOCATION tiY ! ,FUtIND FLUOR GROUND FLC)lOR /' UUND 41.OhR GROUND FLUOR 'ROUND FLUOR GROUND FLOOR j I ,R7t1ND FLOUR GROUND FLOOR i , UNIT TYPE I3 UNIT TYPE A - ! i UN4T TYPE 9 UNIT TYPE A lIN1� TYPE B UNIT TYPE A I I f�- UN,T TYPE B I UNIT TYPE A N. -----, ELECTRICAL - __ _ ;.40/ - .,, _ ff SITE LAN - - --- - -- -- TER CENTERS ER CENTERS TYP- M T G NT€j�5- I " �.._ M T NT TY M T E2! TYP, (�o) METERS E2.1 TYP,'((o.) METERS TYP, (6) METERS E2.1 TYP, (6) METERS / METER G NT S- jB + E2.1 , TYP, (6.) METERS r SHEET NOTES : SYMBOL LEGEND _ { (( C PROVIDE 2' PVC SCH 40 WITH PULL STRING FOR TELEPHONE COMPANY, I � f I CAP AND MARK. SEE I/E-2.1 TRANSFORMER PAD VAULT j STUB UP LOCATION, ROUTE CONDUIT AND WIRE UP COLUMN TO LUMINAIRE, CP [] CABLE TELEVISION PEDESTAL f • CONNECT COMPLETE, SEE ARCHITECT'JRAL DRAWINGS t DETAILS , VERIFY � I ! LOCATION PRIOR TO ROUGIN-IN, TYPICAL ALL CARPORTS, TP El TELEPHONE PEDESTAL DATE MAY 11, 1484 ROUTE CONDUIT AND WIRE TO TRASH ENCLOSURE LUMINAIRE, CONNECT <_}+ POLE LIGHT - LUMINAIRES AS SHOWN l COMPLETE. SEE DETAIL 3/E-2.1, VERIFY LOCATION PRIOR TO ROUGH-IN. !� i REVISIONS --(.D FLOOD LIGHT - ADJUSTABLE GROUND MOUNT ---- " ' J CONNECT COMPLETE TO GARAGE LUMINAIRES AND DUPLEX RECEPTACLE BR,4,i ( �H CIRCUITING. SEE ARCHITECTURAL DETAILS, VERIFY STUB-IN LOCATION PRIOR TO � BOLLARD, PROVI;"DE BASE ROUGH-IN. PROVIDE ALL MATERIAL AND LABOR FOR A COMPLETE INSTALLATION. � 55 DESIGNATES LUMINAIRE TYPE f (D ROUTE CONDUIT AND WIRE TO PANEL DESIGNATED, SITE LIGHTING CIRCUITS ( SEE LUMINAIRE SCHEDULE ) 5CALE: V 3e1'-C' ! I SHALL BE ROUTED THROUGH LIGHTING CONTACTOR, CONNECT COMPLETE. - -- - _ �� ELECTRICAL EQUIPMENT NOTE ; �� ,106 N0. 9�'��Oa U PROViDE ONE - (6) POLE ELECTRICALLY HELD LIGHTING CONTACTORS FOR LABEL DE51GNATOR SCALE AS NOTED - - ( CONTROL OF SITE LIGHTING CIRCUITS, LOCATE ADJACENT TO PANEL PH. PROVIDE . DRAWN 6Y JJo/PRO P.E. CELL ON ROOF FOR CONTROL OF CONTACTOR'3- PROVIDE ALL MATERIAL �$ ELECTRICAL CONDUIT CONNECTIO!", AND LABOR FOR A COMPLETE INSTALLATION. SEE NOTES / DETAILS COMPUTER �L rn - SYSTEM - ---- PRIMAR-T POWER CONDUIT DESIGN SHEET -- - �~`,\'4 I - 'Y........-- •._-_TELEPHONE CONDUIT SIZE AS NOTED- CONSULTANTS NcE -1 .1 A�E SLX 72ND q CABLE CONDUIT SIZE A3 NOrED » N w FIRST, OGONt1E. 209 2 AVENUE, 12320 1 I'oanANv. cxrEcorr 97204 MST 94 0243 jiQ (503) .48-0227 FAX '48-0240 55 CONTACT IEFf DANS C�IRIGHT 1994 'AUL FRANKS ARCHITECT JUL 2 2 1994 MICFILMED ( VIII ) VIII I VIII I IIIIIIIIIIIII I VIII I VIII IIIIIII ! VIII I IIIIIII IF1llFlt- t;lA 41MADE IN CHINAI lid 16 , 1 1 1 i I 1 1111 , I ♦ �.- 'i6 SOLID COF'PE R GROUND WIRE BONDED TO POWER ! Z NEUTRAL ! II I it it I I I 1 i 1 � . I � I ' ( UNI i TYPE B 7, 1 2' PVC SCHEDULE 40 I } i ! TO TELE CABINET ! ( ! L 1 ;+ '! „• _ .._ Ii 1 �� t = a RCU I T BREAKER WITHPROVICE WP PVC SCHEDULE 40 G TO GABLE CABINET ,� 1 �, ! I HANLE LOOK OFF FOR HOUSE LIGHTING i I -� '.."'-`'` ( � ROUTE 3 '6 IN 3/4CONDUIT TO PANEL PH, CONNECT TO 20 AMP I POLE C/B , PRIMARI CONOUfT - 2' PVC SCHEDULE 40 I _ TOP OF COW_ FILL � I i { PRG AS LIGE ALL LABOR AND MATERIAL O POWER POLE: OR TRANSFORMER SEE i I �.._�_�._ � , _^___._ _ �_...__ NST �IRf=D FOR A COMPLETE ��i � � i LJ — - _ _ ELECTRICAL SIVE PLAN �t U I ,n J .. C� . . � - 1 I METER CENTER Lc�CATION, VERIFY METER ••.�-'�-`�.... GVa. 1 QUANTITIES FOR EACH STAIRWELL. COORDINATE -- �'"�r., TELEPHONE CABINET COORDINATE SECONDARY' CONDUIT - 4 PVC .SCHEDULE 40 MOUNTING REQUIREMENTS WITH UTILITY COMPANY _ F SIZE W/ WUTILITY COMPANY I r ! I '-0 ONE POINT OF CONN_rTION PER BLDG. __ __ _ TO METER CENTERS, SEE ELECTRICAL SITE PLAN POuER COMPANY `� i I ! I f, GABLE CABINET COORDINATE I I ___.� 1 n O :_.moi ,___. .moi SIZE W/ WUT I L i T'Y C )MPANY I I � - — •J Y' ?` :t ONE POINT OF CONNECTION PER , TRANSFORMER E BLDG. ❑ ❑ ti \ J t/ ,� 1 I ! 2',4, MIN TRANSFO MER I ( T •4242LA UTILITY VAULT Tj �,_f!�I I J� ' �.,• T. C-OORDINATE WITH POWER COMP4NY _ c z CLEARENCE 4iND FAULT CURRENT ----'� 2' PVC SCHEDULE 4(I � ` --------- REQUIREMENT•S PRIOR TO ROUGH-IN � TO TELE PEDESTAL 1 I 2' PVC SCHEDULE 40 —TELE PEDESTAL I TO TELE PEDESTAL CONC. St-AB-ON-GRADE 4 w / --------------rrrrr�� l_ ....- i rrr+ --------------------------c j L=am l ----------------------- - rrr—rrrrrrrrrrrrrrwrr — — — — — ••_ - - - - - - - - - n V" — rr — C-- 2' PVC SCHEDULE 40 \` ��--- 2' PVC SCHEDULE 40 ROUTE TO UTILITY C G� - �., TO CABLE PEDESTAL Qi"fPANY PEDESTAL — TO TF2A,NSFORMER PAD <.� -- CABLE PEDESTAL TO CABLE PEDESTAL i Z w i (SEE SITE PLAN FOR LOCATIONS.) O� > �r �nl 1st FLOOR STAIRWAY PLAN - c w z z 2 TYPICAL (SEE ARCHITECTURAL DRAWINGS) STAIRWA'� SECTION (� � ~ -`•1 SCALE -1 /4" = 1 '--0" I J /�� E-2.1 SCALE 1 /4" _ 1 '-0"s >-0„ U G TYPE 50 -C' (:H4- IN L!N< NOTES I OI PROVIDE METER LOCATIONS AS SHOWN ON THE DRAWINGS. METER CENTERS - R✓iNF I ! SHALL EE WEATHERPROOF AND COMPLETELY SELF COPi?AINED WITH METER 50GKETS, QUANTITIES AS REQUIRED, AND CIRCUIT BREAKERS. ENCLOSURE SCHEDULES J 4 I SHALL MEET EU5ERC SPECIFICATIONS. ITE UNI-PAK METERING 5ERIE5 OR W ! i APPROVED EQUIVALENT. COORDINATE MOUNTING REQUIREMENTS WITH UTILITY COMPANY AND LOCAL CODE AUTHORITY PRIOR TC ROUGH-IN. AND (L ( I I ROUTE SECONDARY CONDUIT TO POWER COMPANY TR'NN5FORMER, CONNECT DETAILS W ( COMPLETE I N _ MOUNT LUMINAIRE 0 •&'-0' AFF� 11 02 PROVIDE NEMA 3R RATED TERMINAL BOX 30 x 3(0' x Qb (MINIMUM TOP VIEW 1 �' I E DIMENSIONS) WITH PLYWOCD BACKE30ASD AND SPLICE CHAMBER OR - 1 , EQUIVALENT. 51ZE MAY VARY BY MANUFACTURER AND APPLICATION. TYPICAL ALL BUI!_DINCs5. ROUTE 2' F'VC SCH 40 CONDUIT TO TELEPHONE r 1 ' COMPANY PEDESTAL VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. PROVIDE C jRC BENDS AND PULL STR NGS PER TELEPHONE INSTALLERS .__..-....-._i.. _�._...r._ _ •--___...__. _-._-._-___.._. 1 ..... ' SPECIFICATIONS 44 � � J � "D 1, j'f � � PROVIDE NEMA 3R RATED TEf-Z-1INAL BOX 30' x 36' x (o' kMINIMUI"1 DIMENSIONS) WITH PLYWOOD 5ACK5OARD AND SPLICE CHAMBER ^R 1 \ ! EQUIVALENT. SIZE MAY VARY BY MANUFACTURER AND APPLICATION. n _i 1 ( TYPICAL ALL BUILDIN635. ROUTE 2' PVC SCH 40 CONDUIT TO CABLE COMPANY PEDESTAL VERIFY EX�:V.;T LOCATION PRIOR TO ROUGH-IN. PROVIDE GRG BENDS AND PULL STRINGS PER TELEPHONE INSTALLERS SPECIFICATIONS. A'� ya '1ac 4x4 P05T P,T. (ELEVATION) (PLAN,) ) _ 3;DE VIEW N.T.S. C VAULT DETAILS DETAIL - TRASH ENCLOSURE JO6 NO. 931804 4 3 SCALE AS NOTED E'2.•1 SCALE_ 1 /4" = 1 '-0" E-2.1 SCALE 1 /4" = 1 '-0" DRAWNERBY FILE .LID/PRO COMSYSTEM ;MEET DESIGN CONSULTANTS wc 33 N* FIRST A�fNUE. SUITE L �— 2 .1 PORTLAND, OREG97209 MST p4 72ND AVENUE. 12320 (50.3'1 248-022ON 7 FAX 248-0240 I -02I3 81 OF ER5 AC r DAVS COPYRIGHT 1,994 PALIL FR4NKS AROATE:- .... :!- ..-.. .... ........._.. ,:..... ._-+�y:Mm4, v w�+'I'.'r•AnTs.+...,.n..rr'C•'•v.mm ' SMI. I'^'rA^'n'Y'-P:A; .,,i+M•'. 1 C • r9'?"g�MFs1 .� ..jar.. Jul 1pj94 h11CmF1LMED x , 1 , 1 , 1 II111 11111 11 , 1 , 1 , 1 II11111 ` 111 I II111L1 II ' 11 111111 II111I1 I VIII I , I , I , I , 1 FIBER- GLASS 4 MADE IN CHINA � IN 1 1 1 1 ti O ,.. .. •„i:.•'^ ��,i. ,, ' ...... i :i.,.,. ' I jA7.. Sk-.r�.�!. . t ... i:t i'W.,+.... :"30' 'A ...rti v. N.9'n si :.; in.::mr+x•mrt'.,,:..rm,a Tk-rw?t"' AX'.P'' ,;g�:� ,'!y„ -' 1 1[ 1iJ �r•.� ... LEUEND- cW D(WE5T)C C OLP WATER I p• rKWESTtC HOT WATER 1110111111113 06 ._..,. ._...- ...._. _..... ..._ .._. ._._., y of N 1 W SANITARY WASTE BELOW F100R OR GRADE PIPS .1P PIPE [)OWN ON DOWN I DW DISHWASHER --- - ----�---- � f--__ __.—__ _.__�._.-__i -._—._..__ I - fA �?cM ABOVE I F-T FEt FROM BELOW _ � FA i 1/2" CW UP DW TYP TYPICAL. VTR VENT THROUGH ROOF 1-1/2" V UP II 1/2” H&CW 2' W FB - ------- __,- -_ I -•-- � I — _ i ' 3" w ,, L w3" W I - 1-1/2" V UP-�\ ; ��( li � 7 � \ LAYT- „ 3" w - I I I -, = < 12,1/2 V UP] �_ _ I i =�! Z� � i W FA ; I t � 2" W FA � J 2" W �1-1 4" W 3/40 'W ; CTG �• ---__ "t��_. — -— —- - i_` , I — FIRST STU[) NOT 2" V UP 1-1/2" V UP BENIN]✓ W."TER NEATER Wr_1 � 3" W wC 1 ! Dw ? 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