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Plans (17) BU P2020- 00170, BU P2020- 00171 , BU P2020- 00172 , BU P2020 -00173 RECEIVED OFFICE Cd FICE COPY JUL 2 3 2020 GITY OF TIGARD 7650 SW Beveland Ste7223 100 TigDkVISION TM RIPPEY Suite 100 TCONSULTING ENGINEERS Phone: Oregon 3-39 Phone: (503)443-3900 Fax: (503)443-3700 STRUCTURAL CALCULATIONS FOR VILLAGE AT WASHINGTON SQUARE TMR # 20162 July 22,2020 PAGE CALCULATIONS Cl —C9 Ajoy_.. ift • i • LL ; l r,17- PC. rypL '+ ix VL r c c : It rx� 1'4" . I f sr, Ca ft,.i- tAnk ..Q }'-kkt, I ?, f a ~ 11G 1L • t.1 l 256-Ki .• 1 i3O?) D _ (v0 e„..l k (y f 1120-11A, Ax Stiff 17 " L'i ,b k Z5C-'pL-t7L X r Z�/ 9 Jlyre-,k' • • • • • • • IhAl\.. TM RIPPEY _ BY k� DATE CONSUMING ENGINEERS CHK BY DATE_ 7650 S.W. Beveland St, Suite 100 JOB NO {C-1--- Tigard,Oregon 97223 Phone(503) 443-3900 SHEET Gk OF • t LLz U,25 3.5 ll tS wok z Z(54- X /2 + Z.Se- A I r 5F-- 2 r._-e. r iAr-e. . ?•old. Dwb• ' F'1c f - ,t a21"5r..- i { � k:1-E,1, ak- 1-cP r're, ?p-ti-$161.),A • 1 �4z vil IYI�T �k�waC, 'Lr�2 k tw:, • • • • • • • • • TM RIPPEY BY kEi{/—' DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB No Z o 1 6 y Tigard,Oregon 97223 Phone(503) 443-3900 _ SHEET_ . OF �� y • • f . ,,.. i • 1 � • -:--"cC., wi = l c7 ta-r x_ 2'-a x 1'-6 x tF"v - kP,e3,--, he. b,‘"I4 x 2,s.-4,.e)t3. I1 I5 ' _It- • l,(.D _ , W -- 0 . 6c_3 ' ,Lox 's = ti •2`>' • 1' ~. Y. I , 7.5 a ,1 I. „ • • 1 f • j i i 1 i i • • 1 `� TM RIPPEY __� BY 1S�Y� DATE lY CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB No Tigard, Oregon 97223 _.......... L6 1 Z Phone(503) 443-3900SHEET C' or Title Block Line 1 Project Title: You can change this area Engineer: using the'Settings'menu item Project ID: Project Descr: and then using the Printing& Title Block'selection. Title Block Line 6 Printed:22 JUL 2020, 8.54PM File P:12020 Projects420t62-Village at Washington Square RehabtSTRUCTURALICALCS120162.ec6 Steel Column Software copyright ENERCALC,INC.1983-2018,Build:10.18.12.13. Llc.#: KW-06002562 Licensee i TM RIPPEY CONSULTING ENGINEERS Description: FISS Post Code References Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Steel Section Name: HSS2x2x3116 Overall Column Height 5.0 ft Analysis Method: Allowable Strength Top&Bottom Fixity Top&Bottom Pinned Steel Stress Grade Brace condition for deflection(buckling)along columns: Fy:Steel Yield .46 ksi X-X(width)axis: E:Elastic Bending Modulus 29,000.0 ksi Unbraced Length for X-X Axis buckling=5.0 ft,K=1.0 Y-Y(depth)axis: Unbraced Length for Y-Y Axis buckling=5.0 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:21,494 lbs*Dead Load Factor AXIAL LOADS.. Axial Load at 5.0 ft,Yecc=1.0 in,0=0.3250,L=0.70 k Axial Load at 5.0 ft,Xecc=1,0 in,D=0.4860,L=0.60 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.09551 :1 Maximum Load Reactions.. Load Combination +D+L Top along X-X 0.01810 k Location of max.above base 4.966 ft Bottom along X-X 0.01810 k At maximum location values are... Top along Y-Y 0.01708 k Pa:Axial 2.132 k Bottom along Y-Y 0.01708 k Pn I Omega:Allowable 0.0 k Ma-x:Applied -0.08484 k-ft Maximum Load Deflections... Mn-x/Omega:Allowable 1.829 k-ft Along Y-Y -0.01285 in at 2.919ft above base for load combination:+D+L Ma-y:Applied -0.08989 k-ft Mn-y/Omega:Allowable 1.829 k-ft Along X-X -0.01361 in at 2.919ft above base for load combination:+D+L PASS Maximum Shear Stress Ratio= 0.002129 :1 Load Combination +D+L Location of max.above base 0.0 ft At maximum location values are... Va:Applied 0.01810 k Vn/Omega:Allowable 8.501 k Load Combination Results Maximum Axial+Bendinci Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Cbx Cby KxLxfRx KyLylRy Stress Ratio Status Location D Only 0.037 PASS 4.97 ft 1.66 1.66 81.86 81.86 0.001 PASS 0.00 ft +D+L 0.096 PASS 4.97 ft 1.66 1.66 81.86 81.86 0.002 PASS 0.00 ft +D+0.750L 0.081 PASS 4.97 ft 1.66 1.66 81.86 81.86 0.002 PASS 0.00 ft +0.60D 0.022 PASS 4.97 ft 1.66 1.66 81.86 81.86 0.001 PASS 0.00 ft Maximum Deflections for.Load Combinations Load Combination Max.X-X Deflection Distance Max,Y-Y Deflection Distance D Only -0.0061 in 2.919 ft -0.004 is 2.919 ft +D+L -0.0136 in 2.919 ft -0.013 h 2.919 ft +0+0.750L -0.0117 in 2.919 ft -0.011 h 2.919 ft +0.60D -0.0037 In 2.919 ft -0.002 h 2.919 ft L Only -0,0075 in 2.919 ft -0.009 h 2.919 ft 1 t �, I e,10-N,J e.t 7:+- CAvo o f;.frT O-- To j h 1 12--Ce1/4,=:,..,\-x 1u.0Ste\- ) r,1t-� x12 x ,r - 1`a3� " =-. i +iv,. � o,(-k.1r�1 . . k b.1 -1 r.`/ 0y ? ,--11 L , V L-m,�, - I, 1 IA,/e m Liv9 q"-" la k t.15"i� x,t, t'- 6, ie. `r \ 1).. `x ' f,'L'�!, +Pc% [ 9tX4,,,noz..._ -78, 1 0 kt--11--- kv1,3 to 1,47.• 1`4 kJ 1 Vvbri 4,kS, tY.30A4WI 'TVC, [ 1V JJ b. el lca h t '" I nJ CO Gx (L1+\ 46tzlkik4..-. 1 I , I 1 I I 1 I 1/ /1 1 M R1 PEYr _ BY s\�AS DATE 11. CONSULTING ENGINEERS _ CHK BY DATE 7650 S.W. Beveland St, Suite 100boa NO -2-0 %�'t-- Tigard, Oregon 97223 Phone(503) 443-3900 SHEET e--5 OF N. t ii G;no,D'P i 1, Si yin),a'. II- 1- 36 per' 1 Y"oi'pr'- \ - 2--x2K 'At 0,,,- -c 5-1----e'' (cam .....3 tdrt--D ', 2,3`ISx;?,�-153 -- L Xa:1 s r 1160,1 2,t)1 9 2 3`t5" �` 1,114 1 . -\I 7-- d. `'Clea h._-L\ — Z\ 1 � > I1c"9- ----, 2...c, '(2.-r.DuI\97 (L wF--k-n MI J ' �,z5" x- Zq"I.j 7 7--M4IF-113451' t-K-u r ~tc-o's v,1..--. -2)42 I4j1.� x 3l'i K. 1,6 =-- N tc,9 4- [t-k-cs 1,,c.1'F•+,l i ,.41 2.,,-,. *- 4 /i,A4:\ .2- 1'L' lif"'I )1, L2,:). %-/5, k it L_N- c._ _c_._,._I.--.�=.._...., A. ,hov A/ 1-1..:',' ILAI:\. 1 M�PEY k.- --1-S,.-8Y _DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 _____ IOBNo ZdL�Z Phone(503) 443-3900 _ SHEET G6 OF .k I vs2' If r41 V ,61- : - Z-: b, ,zl r i/14,. 'k 5'C.ti2 ' 9.11 k'2,a(,or . lir Ell v` 3 it N. Tl p', -- " Z Cac7c� 9",Z iL,'t rf ET-77---....,...4 $rL� "LD'I-4 /VA x S SC Ho ` Vi lbw M z_ 1oc o,O Ii •- i.2 ar, p,.., rNIs e..,LAe&I ro.. j.13D C: Gx U�� y...__ _ / _ _ • • I I i I /I Ivil\_ TM RIPPEY BY V.:::G 1� DATE CONSULTING ENGINEERS CU(BY DATE 7650 S.W. Beveland St, Suite 100 _ JO NO 11."Z. Tigard, Oregon 97223 Phone(503) 443-3900 slim C-^ " of Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:22 JUL 2020, 8:57PM Steel Beam FlIe=P:t2020 Projectsl201&2-Vrliage at Washington Square RehablSTRUCTURALICALC5120162ec6. S'amara copyright ENERCALC,INSRUCit-2018,BuiId:1D.18.12E . Lic.#: KW-06002562 Licensee:TM RIPPEY CONSULTING ENGINEERS Description: Landing Hdr CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set :ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 36.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional budding E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Vertical Lea Down oco.oarkuo.175) 'TZW. ... � 2u�'� � ar�retk „,vs�.�-gr"OMIK Mrd '?'N.'�t 1';' ' �.4. '''N "+u .4 r' - �.{ ti .--' . r7 ems.. Ks,� a ' 2-�r'a` so- - nhs w� f uv 7'w sm r' rilliL8x3-1/2x5/16 T� l Sporn=3.50ft A411 Applied Loads Service loads entered, Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.0670, L=0.1750 klft, Tributary Width=1.0 ft DESIGN SUMMARY Desi.n OK Maximum Bending Stress Ratio = OA50: 1 Maximum Shear Stress Ratio= 0.017 : 1 Section used for this span L6x3 1/2x5116 Section used for this span L6x3-112x511 6 Ma:Applied 0.371 k-ft Va:Applied 0.4235 k Mn I Omega:Allowable 7.343 k-ft Vn/Omega:Allowable 24.252 k Load Combination +D+L Load Combination +D+L Location of maximum on span 1.750ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.002 in Ratio= 22,366>=430 Max Upward Transient Deflection 0.000 in Ratio= 0<460 Max Downward Total Deflection 0.003 in Ratio= 16174>=360 Max Upward Total Deflection 0.000 In Ratio= 0<360 Vertical Reactions Support notation:Far left is#1 Values In KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.424 0.424 Overall MINimum 0.070 0.070 D Only 0.117 0.117 +D+L 0,424 0.424 +O+0,750L 0.347 0.347 +0,60D 0.070 0.070 L Only - 0.306 0.306 G6 Title Block Line 1 Project Title: You can change this area Engineer: using the'Settings'menu item Project ID: and then using the Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed:22 JUL 2020, 9:07PM Concrete Beam Pile=P;4292.0 Projects120162•Village at Washington Square RehaIASTRUCTURALICALCCS420162.ec6. Software capydghl ENERCALC,1NC.1983-2018,Bulid:10.18.12.13 Ltc.#: KW-06002562 •. Licensee:TM RIPPEY CONSULTING ENGINEERS Description; concrete landing CODE REFERENCES Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties fc 4.50 ksi Phi Values Flexure: 0,90 fr= rc1!2 " 7.50 = 503,12 psi Shear; 0.750 14I Density = 145.0 pcf P 1 = 0.8250 LIWt Factor = 1.0 ,, 4 � , , ,�, Elastic Modulus = 3,122.0 ksi Fy-Stirrups 40,0 ksi �`;� ti1'ir � , : 7 s' i-{,}g tA E Stirrups = 29,000.0 ksi 4 "S r � ,, ... • fy-Main Rebar = 60.0 ksi Stirrup Bar Size# 3 E-Main Rebar = 29,000.0 ksi Number of Resisting Legs Per Stirrup= 1 D.(2.0380 Lo.10) r{,.,�r,x..�.- .. : . .,...„,N._ x .....> �s � z � �..� r.... r I!"� ';,1,� '�a,1Jn ?q � F ��.3 �"�,5:'h '`, .,,; t� n4.:�`1 r r 3.250ft 0.50ft I2 wx3"ri ,c was n Cross Section &Reinforcing Details Rectangular Section, Width=12.0 in, Height-3.0 in Span#1 Reinforcing.... 243 at 1.50 in from Bottom,from 0.0 to 3.250 ft in this span Span#2 Reinforcing..,. 243 at 1.50 in from Bottom,from 0.0 to 0.50 ft in this span Applied Loads _ Service loads entered.Load Factors will be applied for calculations. Loads on all spans... (3.7.0,0380, L=0.10 Uniform Load on ALL spans; D=0.0380, L=0.10 k/ft DESIGN SUMMARYDesign OK _ Maximum Bending Stress Ratio = 0.193 1 Maximum Deflection Section used for this span Typical Section Max Downward Transient Deflection 0.003 in Ratio= 13898>=980 Mu :Applied 0.2588 k-ft Max Upward Transient Deflection -0.001 in Ratio= 91 50>=480 Mn• Phi:Allowable 1.343 k-ft Max Downward Total Deflection 0.004 in Ratio= 10071>=240 Max Upward Total Deflection -0.002 in Ratio= 6630>=240 Location of maximum on span 1.592 ft Span#where maximum occurs Span#1 Vertical Reactions Support notation:Far left is#1 Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.219 0.299 Overall MINimum 0.036 0.049 D Only 0.060 0.082 +O+L 0.219 0.299 +0+0.750L 0.179 0.244 +0.60D 0.036 0.049 L Only 0,159 0.216 6,9Choir Cfirrien Pans rimmanfe OFFICE COPY D VILLAGE AT WASHINGTON SQUARE REHABILITATION .... t_,, A4lic,46: 4 el PO' r D, Q` GM 11157 , 11159 , 11161 , 11163 SW HALL BOULEVARD 7918 e. PROJECT TEAM : TIGARD OR 97223 -4101/ 0 U �- OWNER .e .- a o O W " c) COMMUNITY PARTNERS FOR AFFORDABLE HOUSING CL mLLI 6380 SW CAPITOL HIGHWAY �. = Q LI- PORTLAND, L PORTLAND, OR 97239 - H • O CAMERON LITTLE :*y . ;ice ,;, w 0 ,u 4,, • , (11 (503) 293-4038 „' 'y H = a ARCHITECT r U e ocCARLETON HART ARCHITECTURE PC : ' 830 SW 10TH AVENUE #2D01- ` PORTLAND, OREGON 97205 o u t a — EARL CARSON I N (503) 206-3179 « i . N GENERAL CONTRACTOR ° 'rNi o W . N LMC CONSTRUCTIONa: s� I J o Lo 19200 SW TETON AVENUE 3 N TUALATIN, OREGON 9706211° 1111 ---it a . o KYLE ANDERSON wII U 503 646-0521 , ‘ ----. _ i K Z w, . a^ a ht jill DEVELOPMENT CONSULTANTill ', ` . ❑ HOUSING DEVELOPMENT CENTER ,� , `' Q Q 847 NE 19TH AVENUE, SUITE 150 1111! �- , ,� II I !t I= z. w PORTLAND, OREGON 97232imiiim0 e :1' IN I O - T 51 LYNN LINDGREN SCHREUDER '� � r ', , �� I Alm fifir � H . (503) 335-3668 • 1PP ‘0`- II !! f I I! !1 I� .SII,, ,# + '`111 � Ilki ®� + J STRUCTURAL ENGINEER IIS, _ � "4411111 LI„I 1,,i,, ` 7�J it b� �� "' �t1I�1 . ..fl >r �i (� w _____ 7 TM RIPPEY ENGINEERING nit �z �I■1� �1, " t;. ,.- _ �,. MUM ill a cn 7650 SW BEVELAND STREET SUITE 100 ` � - ,� � Iillmi _ t�4 w �■ 71 ! e. T:14'-' 1 I ,m,,,,[111 . 1 TIGARD OREGON 97224 ill Iw ,� h;11111 t--.�L ,. -._ a - — D000 GANNETT ., ,: Z O a 00 (503) 443-3900 - ow- .s . .' 1,l t €I r , : ❑ 0 ,Ai XiCC 0 Li IL N: X. T- a . o Q r CO Ill N- PROJECT INFORMATION : a J J PROJECT DESCRIPTION: SITE INFORMATION : VICINITY MAP: NTS SEPARATE SUBMITTALS: THIS PROJECT PROPOSES RENOVATION OF ADDRESS: 11157, 11159, 11161, 11163 1. SITE PERMIT SUBMITTAL COVER SHEET EXISTING APARTMENT BUILDINGS ORIGINALLY NEW INTERIOR WORK INCLUDES PROVIDING A SW HALL BOULEVARD CONSTRUCTED IN 2002. BUILDING EXTERIOR WORK SEPARATE OFFICE WITHIN THE EXISTING TIGARD OR 97223 y' 2. COMPLETE ELECTRICAL AND LOW-VOLTAGE SYSTEMS. INCLUDES REPLACING SIDING, WINDOWS, DOORS, COMMUNITY ROOM SPACE. I 3. COMPLETE HEATING, VENTILATING, AND AIR _____ _ CONDITIONING SYSTEMS. PROJECT NO. AND DOWNSPOUTS. SIDING WILL BE A RAINSCREEN SITE AREA: 36772 SF _ I ' t Approved plans 1903 SYSTEM AND INCLUDE SELECTIVE REPLACEMENT SITE WORK INCLUDES RENOVATION OR _ 4. COMPLETE PLUMBING SYSTEMS. shall be on job site. FOR SHEATHING. EXTERIOR STAIRS, PORTIONS OF REPLACEMENT FOR DETERIORATED PAVEMENT TAX LOT #: 1S135DA-46Q0 DECK AND RAILINGS WILL BE REPLACE WITH AT EXISTING PARKING AREA AND GRADING AND 7/23/2020 MOISTURE-RESISTANT MATERIALS WITH SELECT DRAINAGE IMPROVEMENTS TO INSURE REPLACEMENT OF WOOD DECK AND SHEATHING ADEQUATE DRAINAGE AWAY 07-Ret l kk -_C ON A i R Nlly ,; MUR-1 (MIXED USE RESIDENTIAL 1) SUPPORT STRUCTURE State of Oregon Structural Specialty Coder , - OF1=10E COPY o REVISIONS:/ \ VALIDITY OF PERMIT CITY nF T�GARP,., z Luu ® Concrete and Reinforcing Steel _� THE ISSUANCE OF A PERMIT REVIEWED FOR CUDL COMPLIANCEcc I- BASED ON CONSTRUCTION I- 0 Bolts Installed in Concrete ��. DOCUMENTS AND OTHER '4pi'rnvcd: Q Cpec al Moment•Resisling Concrete Frame lk j DATA SHALL NOT PREVENT OTC: I 1 ' 'QT T ¢ THE CODE OFFICIAL FROM Pcrmit #: `L 0 A8in:croing steel&Prestressing Steel Tendons _ ,�a f� j� [1�i 1 O-�1�7 I" ' x''01. Q Z �] 3 /� REQUffING THE CORRECTlOM f f�- 7 s� �� V�C��Jd 0 °o El StructuralWrJdng I /' /C� °�° OF ERRORS. OSSC 105.4 Aci�lress: LL Suite #: ,r Hgh...st,,.41,{: dting \ ,Q� Q ,5,�� By: Date; -aa. ,�� W �] Pc/Info-v:4 Gy urn Concrete W NLimmiami2a1( 1 \ !� ce fl I- tS r I. 0 Imiutating : n c:reie rill zNM o H • ,a ,_ o \, z 1- El ,:pray kvIied t=,::-Ilosistive Materials o, § tij ED l'isings,Driiicd Pigs and Caissons cn \ Ir , © S otcrc.e O o W >- G1501 H yg 0 5peG€&ding,Excavation and Filling °z0 a 0 Snicks-Con:rot u7siom3 - Other inspections E• OX y ABBREVIATIONS : DRAWING SYMBOLS : GENERAL PROJECT NOTES : DRAWING SHEET INDEX: DAke DETAIL A. THESE NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY GENERAL N� ►�N_ SJ 41,n A/C AIR CONDITIONING HORZ HORIZONTAL SC SOLID CORE SIM DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS,AND G1.01 COVER SHEET Y r••: Aft1 NOTES SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING ON G1.02 ABBREVIATIONS, SYMBOLS & SHEET INDEX ABS ACRONITRILE BUTADIENE STYRENE HT HEIGHT SD SMOKE DETECTOR A101 --- - DRAWING NUMBER SUCH FORM AS REQUIRED BY THE CONTRACT DOCUMENTS. ANY WORK ACT ACOUSTICAL CEILING TILE HVAC HEATING. VENTILATING, AND AIR SF SQUARE FOOT OR FEET DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY G1.03 BUILDING INFORMATION ADJ ADJACENT CONDITIONING SIM SIMILAR SHEET NUMBER SHALL BE DONE AT THE CONTRACTOR'S RISK, G1.04 SURVEY, FOR REFERENCE ONLY Pt • D, O GON AFF ABOVE FINISHED FLOOR HW HOT WATER SPEC SPECIFICATION G3.01 WALL ASSEMBLIES CW 2918 AHU AIR HANDLING UNIT SQ SQUARE BUILDING SECTION B. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL SOF 0310 AHJ AUTHORITY HAVING JURISDICTION FAQ INDOOR AIR QUALITY SQ IN SQUARE IN 1 SIM I DESIGN ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE DEMOLITION ALT ALTERNATE IBC INTERNATIONAL BUILDING CODE SQ YD SQUARE YARD `- � OR MORE DESIGN ELEMENTS. ANY ALTERATION, MODIFICATION, DELETION, D1.01 DEMOLITION SITE PLAN ID INSIDE DIAMETER A101 DRAWING NUMBER OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL • ALUM ALUMINUM SS STAINLESS STEEL ___ 01.02 ENLARGED DEMOLITION SITE PLAN IN INCH OR INCHES SHEET NUMBER BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND U APPROX APPROXIMATE ST STREET APPROVAL OF THE ARCHITECT. APT APARTMENT INSUL INSULATION STC SOUND TRANSMISSION CLASSS WALL SECTION D2.01 BUILDING A DEMO FLOOR PLAN - LEVEL 1 &2 0- AUX E AUX AUXILIARY INT INTERIOR STL STEEL SIM I D2.02 BUILDING A DEMO FLOOR PLANS- LEVEL 3 & ROOF o C. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME W AV AUDIO VISUAL STOR STORAGE TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS. D2.03 BUILDING B DEMO FLOOR PLAN - LEVEL 1 & 2 IY AVG AVERAGE JAN JANITOR SV SHEET VINYL A101 DRAWING NUMBER D2.04 BUILDING B DEMO FLOOR PLANS- LEVEL 3 AND ROOF JT JOINT SHEET NUMBER D. IF ANY DISCREPANCIES ARE KNOWN OR DISCOVERED BETWEEN THE D2.05 BUILDING C DEMO FLOOR PLAN - LEVELS 1, 2 & ROOF c, BALC BALCONY T&G TONGUE & GROOVE DRAWINGS AND SPECIFICATIONS AND OBSERVED OR VERIFIED CONDITIONS D2.06 COMMUNITY BUILDING- DEMO FLOOR PLAN & ROOF I- o EXTERIOR ELEVATION BLDG BUILDING KD KNOCKED DOWN TB TOWEL BAR AT THE PROJECT, CONTRACTOR SHALL REPORT THESE ITEMS PROMPTLY TO 0 BLT BORROWED LIGHT TEMP TEMPORARY THE ARCHITECT IN WRITING. D3.02 DEMOLITION ENLARGED PLANS W a BM BEAM LAM LAMINATE TFF TOP OF FINISH FLOOR A101 DRAWING NUMBER ti BOS BOTTOM OF STEEL LAV LAVATORY THRU THROUGH SHEET NUMBER E. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE ARCHITECTURAL - • 0 3 LB POUNDS TO TOP OF DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CROSS A1.01 SITE PLAN I 0 BOT BOTTOM CHECK THE DRAWINGS AND DIMENSIONS SHOWN WITH RELATED BR BEDROOM LDR LEADER TOB TOP OF BEAM A INTERIOR ELEVATION REQUIREMENTS IDENTIFIED ON OTHER TRADE DRAWINGS (CIVIL, A1.02 ENLARGED SITE PLAN V °1 LED LIGHT-EMITTING DIODE TOC TOP OF CONCRETE AL LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND ° LIN LINEAR TOC FTG TOP OF CONCRETE FOOTING OTHER DRAWINGS AS APPLICABLE). NOTIFY ARCHITECT OF ANY A2.01 BUILDING A FLOOR PLANS- LEVEL 1 &2 Ce Q C CAB CABINETDRAWING NUMBER +o LINO LINOLEUM TO WALL TOP OF WALL 'XX DISCREPANCIES IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. A2.02 BUILDING A FLOOR PLAN - LEVEL 3& ROOF CALC CALCULATE �� CATV COMMUNITY ANTENNA TELEVISION LM LUMEN TOF TOP OF FOOTING SHEET NUMBER A2.03 BUILDING B FLOOR PLAN LEVEL 1 & 2 1- o CG CORNER GUARD LOC LOCATION TOJ TOP OF JOIST F. PROVIDE BLOCKING, BACKING. FRAMING FOR REQUIRED FASTENING AND A2.04 BUILDING B FLOOR PLANS- LEVEL 3 AND ROOF ° CJ CONTROL JOINT TOM TOP OF MASONRY1 114 DIMENSION TO FACE OF SUPPORT WITHIN ALL WALLS HAVING WALL-MOUNTED COMPONENTS. A2.05 BUILDING C FLOOR PLAN - LEVELS 1, 2 & ROOF Q o "" CL CENTER LINE MAINT MAINTENANCE TOP TOP OF PARAPET /9 FRAMING, FACE OF • A2.06 COMMUNITY BUILDING - FLOOR PLAN & ROOF I x CONCRETE, GRIDLINE, G. ALL DETAIL CALLOUTS ARE TYPICAL AND ASSUMED TO BE IN MULTIPLE a) CLG CEILING MAIL MATERIAL TOP() TOPOGRAPHY OR AS NOTED LOCATIONS THROUGHOUT THE PROJECT. PRIOR TO BID, ALL LOCATIONS Z MAX MAXIMUM TOT TOP OF TRUSS A3.02 ENLARGED PLANS C �, CLR CLEAR AND QUANTITIES SHALL BE OBSERVED AND INCLUDED IN THE COST OF THE 0 m CMU CONCRETE MASONRY UNIT MDO MEDIUM DENSITY OVERLAY TOW TOP OF WALL WORK. ' CO CLEANOUT MECH MECHANICAL TPD TOILET PAPER DISPENSER A4.01 EXTERIOR ELEVATIONS- BUILDING A I- r N COL COLUMN MFR MANUFACTURER TR TOWEL RACK KEYNOTE H. WHERE A GIVEN MATERIAL IS INDICATED IN DRAWINGS OR SPECIFICATIONS, A4.02 EXTERIOR ELEVATIONS- BUILDING A J o c, COMB COMBINATION, COMBINED MH MANHOLE TYP TYPICAL IT SHALL BE PROVIDED THROUGHOUT THE LENGTH AND HEIGHT OF WALLS, A4.03 EXTERIOR ELEVATIONS- BUILDING B r ? s KEYNOTE NUMBER PARTITIONS, PANELS, WINDOWS, AND OTHER CONTIGUOUS SECTIONS, OR IN A4.04 EXTERIOR ELEVATIONS - BUILDING C & COMMUNITY ROOM 0 N CONC CONCRETE MIN MINIMUM MISC MISCELLANEOUS THE ASSEMBLY DETAIL IN WHICH IT OCCURS, FOR OTHER SIMILAR Q COND CONDITION U HEAT TRANSFER COEFFICIENT V o 0 MO MASONRY OPENING UON UNLESS OTHERWISE NOTED DOOR TAG LOCATIONS THROUGHOUTHTHE PROJECT, UNLESS ANOTHER MATERIAL IS A6.01 VERTICAL CIRCULATION co Lo CONT CONTINUE INDICATED OR OTHERWISE NOTED. COORD COORDINATE MR MOISTURE RESISTANT UV ULTRAVIOLETA6.02 VERTICAL CIRCULATION MTL METAL 1t "411 DOOR NUMBER - REFER TO A6.03 VERTICAL CIRCULATION CORR CORRIDOR DOOR SCHEDULE L. CONTRACTOR SHALL PROTECT IN-PROGRESS WORK FROM WEATHER. CPT CARPET MULL MULLION VAR VARIES PROVIDE TEMPORARY COVER TO PREVENT WATER INFILTRATION INTO THE A6.04 GUARDRAIL TYPES Z CRI COLOR RENDERING INDEX MULT MULTIPLE VB VINYL BASE BUILDING INTERIOR OR WIND DAMAGE DURING CONSTRUCTION. 0 o CT CERAMIC TILE VCT VINYL COMPOSITION TILE A7.02 INTERIOR ELEVATIONS CTB CERAMIC TILE BASE N NORTH VENT VENTILATION - FINISH TAG J. REPLACEMENT OF ALL MATERIALS FOUND WITH MICROBIAL GROWTH. Q CTRL CONTROL (N) NEW VEST VESTIBULE ? -4- FINISH MATERIAL MOISTURE DAMAGE, OR DECAY WITHIN OR ADJACENT TO THE AREA OF A8.11 EXTERIOR DETAILS - GRADING AND BASE CONDITIONS < Q CTV CABLE TELEVISION NA NOT APPLICABLE VOC VOLATILE ORGANIC COMPOUND WORK IS REQUIRED. A PROTOCOL MAY BE ESTABLISHED BY AN INDUSTRIAL A8.21 EXTERIOR DETAILS - BUILDING SKIN HYGIENIST FOR THE IDENTIFICATION, REMOVAL AND TREATMENT OF CU CUBIC NAT NATURAL VOL VOLUME MICROBIAL GROWTH. A8.22 EXTERIOR DETAILS BUILDING SKIN J w CW COLD WATER NFC NATIONAL FIRE CODE VWC VINYL WALL COVERING A8.23 EXTERIOR DETAILS - BUILDING SKIN CO NFPA NATIONAL FIRE PROTECTION VWF VINYL WALL FABRIC WINDOW TAG A8.30 EXTERIOR DETAILS- DOOR AND WINDOW OPENINGS "kik fTh K. DEMOLITION SCOPE DOES NOT ALLEVIATE CONTRACTOR FROM INCIDENTAL D PENNY (NAIL) ASSOCIATION VERT VERTICAL <X - WINDOW TYPE - REFER TO DEMOLITION WORK REQUIRED TO FULLY PERFORM SCOPE OF WORK. A8 31 EXTERIOR DETAILS DOOR AND WINDOW OPENINGS DB DECIBEL NFRC NATIONAL FENESTRATION RATING WINDOW SCHEDULE A8.41 EXTERIOR DETAILS- STAIRS, DECKS,AND WALKWAY W m COUNCIL A8.51 EXTERIOR DETAILS- ROOF IX J DBL DOUBLE 1 W WEST L. PRESERVE AND PROTECT EXISTING DATA, TELEPHONE, ELECTRICAL NIC NOT IN CONTRACT J DEF DEFINITION W/ WITH DEVICES AND CONDUIT TO REMAIN UON. A8.61 INTERIOR DETAILS GENERAL DETAILS DEG DEGREE NO NUMBER W/D WASHER/DRYER W < co NOM NOMINAL TAG IX = CV DEMO DEMOLITION/DEMOLISH W/O WITHOUT it A9 01 DOOR SCHEDULE N WNR NOISE REDUCTION CEILING MATERIAL A902 WINDOW SCHEDULE Q U) DEPT DEPARTMENT WE WOOD BASE Q+-Q �+ . NRC NOISE REDUCTION COEFFICIENT 0 DEV DEVELOPMENT WC WATER CLOSET - CEILING HEIGHT ABOVE FINISHED DF DRINKING FOUNTAIN NTS NOT TO SCALE WD WOOD FLOOR-ALL CEILINGS 9'-0" UNLESS STRUCTURAL - DLA DIAMETER WH WATER HEATER OTHERWISE NOTED. S1.00 STRUCTURAL NOTES CO Co DIM DIMENSION OC ON CENTER WRB WEATHER-RESISTIVE BARRIER Room Name ROOM TAG Z OD OUTSIDE DIAMETER S2.01 BUILDING A FOUNDATION AND SECOND FLOOR FRAMING PLAN 0 DN DOWN OF/CI OWNER FURNISHED/CONTRACTOR WS WEATHERSTRIP 101 01 ROOM NUMBER 0 T ry 2 DS DOWNSPOUT INSTALLED WT WEIGHT 52.02 BUILDING B FOUNDATION AND SECOND FLOOR FRAMING PLAN eL DW DISHWASHER OFD OVERFLOW DRAIN WW WASTE WATER S2.03 BUILDING C FOUNDATION, SECOND FLOOR FRAMING, AND ROOF ^ __,...La- w WWF WELED WIRE FABRIC FRAMING PLAN v co Ur OF/OI OWNER FURNISHED/OWNER INSTALLEDZ co - E EASTOPNOPENING DRAWING REVISION S2.04 COMMUNITY BUILDING FOUNDATION AND ROOF FRAMING PLAN (E) EXISTING OPRG OPERABLE YD YARDA - EA EACH OPT OPTIONAL - REVISION NUMBER S3.01 STRUCTURAL DETAILS z EJ EXPANSION JOINT ORD OVERLOW ROOF DRAIN 0) 121 EL ELEVATION OSSC OREGON STRUCTURAL SPECIALTY > LC) J ELEC ELECTRICAL CODE F.. EQ EQUAL OZ OUNCE EQUIP EQUIPMENT MATERIAL SYMBOLS : Q co co EXT EXTERIOR PEJ PREMOLDED EXPANSION JOINT LU PERF PERFORATED V FC FOOTCANDLE PERM PERMANENT Q FD FLOOR DRAIN PL PROPERTY LINE CONCRETE BATT INSULATION J FDC FIRE DEPARTMENT CONNECTION PLAM PLASTIC LAMINATE J_ FEC FIRE EXTINGUISHER CABINET PREFAB PREFABRICATE ii i FF&E FURNITURE, FIXTURE, AND EQUIPMENT PREFIN PREFINISHED SOIL BLOW-IN INSULATION FHA FEDERAL HOUSING ACT PREP PREPARATION FIXT FIXTURE PT PAINT _ ��- - ABBREVIATIONS, SYMBOLS & GRAVEL FINISH LUMBER FLEX FLEXIBLE PT PRESSURE TREATED WOOD ' SHEET INDEX FOF FACE OF FINISH PTAC PACKAGED TERMINAL AIR FOM FACE OF MASONRY CONDITIONER 11111111111* ,_ PLYWOOD FOS FACE OF STUD TEXT SYMBOLS : PROJECT NO. FOW FACE OF WALL QT QUARRY TILE 19036 FRP FIBER REINFORCED PLASTIC QTR QUARTER 1- GENERAL AREA/ GYPSUM BOARD FTR FIRE RETARDANT TREATED WOOD QTY QUANTITY MATERIAL N. FT FOOT OR FEET -- • 7/23/2020 FTG FOOTING RAD RADIUS & AND x MULYIPLY, BY FIBER CEMENT x FURN FURNITURE RCP REFLECTED CEILING PLAN RD ROOF DRAIN SEALANT 0 ,- REVISIONS: GA GAUGE REBAR REINFORCING STEEL BARS @ AT # NUMBER/POUND I- a x GALV GALVANIZED REC RECESSED E GC GENERAL CONTRACTOR RECPT RECEPTACLE Z GFCI GROUND FAULT CIRCUIT INTERRUPTOR REF REFERENCE 4_ CENTER LINE % PERCENT I o GLULAM GLUED LAMINATED WOOD RFR REFRIGERATOR GOVT GOVERNMENT REQD REQUIRED LINE SYMBOLS w• uJ GYP GYPSUM REV REVISION X DEGREES + PLUS U o RF RESILIENT FLOORING 0 HB HOSE BIBB RM ROOM -I M ENLARGED DETAIL/ `t HC HOLLOW CORE RO ROUGH OPENING BREAK LINE z Lti EQUALS +1- PLUS OR MINUS OBJECT HDO HIGH DENSITY OVERLAY ROW RIGHT OF WAY HDPE HIGH DENSITY POLYETHYLENE RTU ROOF TOP UNIT - - CENTER LINE HIDDEN ¢ HEPA HIGH EFFICIENCY PARTICULATE AIR RV ROOF VENT - (FILTER) X' FOOT, FEET R PROPERTY LINE HT HIGH TEMPERATURE - Z I S SOUTH MATCH LINE - OVERHEAD HLDN HOLDDOWN SALV SALVAGE HM HOLLOW METAL SAM SELF-ADHERING MEMBRANE FLASHING X" INCH(ES) U o �Q [7 cn LLJ E2 I 0 aE Z 0a. Dili? „Oh c4., , _ _ r _ .. _ . _ _ 1 .4.7wrefa a UNIT 3.1 UNIT 2.2 UNIT 2.2 UNIT 2.2 UNIT 4.2 UNIT 3.2 UNIT 3.2 UNIT 2.2 UNIT 3.1 1 • • 0 GON 16 j 15 14 13 12 11 10 09 08 PO ' 7.918 O BUILDINGA - *OF 0 (LEVEL 2) 1rt---7-1 a E 1 1 f. i-., it. ..__ILLI a dC _:-'0 Ma r _ _ _ _ _ _ _ _ _ _ _ _ _ _iiliiii; iliHili -.,�,�- ': -- UL. a) _ _ _ _ w ,:. 0 m J N r r I - .. -_. - - •_. II. - - _' 11111 -- = o . ce o 0 Q I UNIT 4.1 UNIT 1.1 UNIT 1.1 UNIT 2.1 UNIT 1.1 UNIT 1.1 UNIT 4.3 I I 07 06 05 1 04 0302 01 Q 1iii 2 N BUILDING A •• 1 Z I (LEVEL 1) ': O L 1 .q - -1 f _ h o. © w s -"' A ' _��. � , L._ 41 re 3 N Ii . i i lb 1 0 iE 1 f 1 3 C . 1 J itlE Il 1 Q o cei , 1 c.:; LT, I I -__. ' 1 �E� - r._ ai!!!!! L---11IM -;11-,, y � !liii•. 4 _----� Z { O UNIT 1.1 CIn UNIT 1.4 1 I - _ UNIT 1.2 " . I 18 BUILDING C F ct miI 1 .. � Q Q 26 l':, 0 I 22 L (LEVEL 1) 1 _ I- •i�#!!!i 1 Tntn w l L ; J > �i��i � V UNIT 1.3 I I - J e I UNIT 4.2 I UNIT 2.1 1 -- ■ I r 17 I a ❑ �. 21 I ' �1 i� _ - 1 [r] 25 T.. BUILDING B 1; ; E , 1 BUILDING B I- MI 1 1 ; J (LEVEL 2) ,.".r '� (LEVEL 1) °� 1 1 I 1 1 I [ W Q N i- re I �U k. I O �� r :. ` r+ I N uJ iiliii:�� _ � • UNIT 2.2 I _ �- 11 I1 = ti (/) - C OFFICE, " COMMUNI S' 1 I ` -- - co Cn I l UNIT 4.1ROOM ' I PARKING 1 I Zco O I- 20 1 30 _ UNIT 4.2 I I 727 I ,t1 / I1 I O r II I I Cil - Q W23 I ;� I 1 .� � TRASH 1 L _. J I Z CO CL , 1I_I 11_1 i ' Ii 1 1 0 I _ I- r KITCHEN TOILET LAUND Y # • 1 z 31 1 28 1 29 1 1. 1 Q O) - - - - - - - _ - _ - - - - - - - - - - - - - - - _ _ Ln o I I Ico I UNIT 3.3I W 1 J r ....1 i, BUILDING C ' J _ (LEVEL 2} - KEY PLAN BUILDING INFORMATION -SCALE: 1116 = 1 -0 PROJECT NO. 19036 BUILDING SF UNIT INFORMATION EXISTING SITE PARKING LEVEL j SF I UNIT TYPE BEDROOMS BATHROOMS ADJUSTED UNIT SF* _ UNIT TYP QTY UNIT TOTAL SF STANDARD PARKING STALLS ADA PARKING STALLS COMPACT PARKING STALLS' TOTAL PARKING X 7/23/2020 Building A I UNIT 1.1 TYP 1 1 649 SF 5 3,246 SF 15 2 (1 VAN ACCESSIBLE) 13 30 1- Level 3 4,496 SF I UNIT 1.2 TYP 1 1 636 SF 1 636 SF < 0 REVISIONS: Level 2 5,615 SF UNIT 1.3 TYP 1 1 480 SF 1 480 SF z Level 1 6,063 SF UNIT 1.4 TYP 1 1 677 SF 1 677 SF a Ul TOTAL: 16,174 SF UNIT 2.1 TYP 2 1 841 SF 2 1,683 SF z Building B UNIT 2.2 TYP 2 1 562 SF 3 1,685 SF Pu- Level 3 1,840 SF UNIT 3.1 TYP 3 2 715 SF 2 1,430 SF Q g Level 2 2,651 SF UNIT 3.2 TYP 3 2 680 SF 4 2,719 SF u Level 1 2,813 SF UNIT 3.3 TYP 3 2 1,033 SF 1 1,033 SF 1±1 TOTAL: 7,304 SF UNIT 4.1 TYP 4 2 1,328 SF 2 2,656 SF a Building C UNIT 4.2 TYP 4 2 796 SF 3 2,388 SFIll a Level 2 1,033 SF UNIT 4.3 TYP 4 2 1,375 SF 1 1,375 SF Level 1 1,157 SF TOTALS: 26 20,006 SF z 6 TOTAL: 2,190 SF *UNIT AREA MEASURED FROM OUTSIDE FACE OF EXTERIOR WALLS, OUTSIDE FACE OF CORRIDOR, AND TO CENTER OF PARTY Community Room WALLS. EXTERIOR PATIOS, DECKS AND EXTERNAL UNIT STORAGE AREAS ARE NOT INCLUDED. 50 SF OF STAIR AREA HAVE BEEN g.. 6 Gi 03 Level 1 667 SF DEDUCTED FROM EACH TOWNHOME. o -2 2 Ua A 1 NATES m T LEGEND 1 . THE UNDERGROUND UTILITY LINES SHOWN HEREON ARE FROM A COMBINATION OF FIELD VERIFICATIONS AND VARIOUS UTILITY, PRIVATE, o N m II 6 AND GOVERNMENT SUPPLIED HAS-BUILT" MAPS AND ARE APPROXIMATE ONLY. THE SURVEYOR MAKES NO GAURANTEE THAT THE AD AREA DRAIN - UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR BR BIKE RACK z A FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE (6 w a DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT CO CLEANOUT 0 S6. PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UTILITY LOCATES WERE NOT COMPLETE AS OF THE DATE OF THIS SURVEY. DS DOWN SPOUT 0 DWY DRIVEWAY/ACCESS \ 47) 2. THIS TOPOGRAPHIC SURVEY IS LIMITED TO THE AREAS OF THE ON-SITE SIDEWALKS, AND THE ON-SITE AREA DIRECTLY SOUTH OF THE •r EM ELECTRIC METER N SOUTH WALL OF BUILDING B. THIS SURVEY DOES NOT CONTAIN CONTOUR LINES, AND NO DIGITAL TERRAIN MODEL WAS GENERATED. EV ELECTRIC VAULT a °\' o cs c 3. TOTAL SITE AREA 36,720 S.F., 0.84 ACRES FA FIRE ALARM BELL o m GM GASMETER ,, o - a 4. SUBJECT SITE HAS 28 REGULAR AND 2 HANDICAP STRIPED UNDERGROUND PARKING SPACES. L/S LANDSCAPING W o 5. THE BASIS OF BEARINGS, BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURED PER PARTITION PLAT NO. MB MAIL BOX ' o CI a C 1998-038, WASHINGTON COUNTY PLAT RECORDS. PP PARTFTION PLAT NUMBER, WASHINGTON COUNTY PLAT RECORDS 6. NO PORTION OF THE SUBJECT PROPERTY BELOW GROUND WAS SURVEYED. S.F. SQUARE FEET Z SS STREET SIGN 7. W.B. WELLS MAKES NO WARRANTIES AS TO MATTERS OF UNWRITTEN TITLE SUCH AS ACQUIESENCE, ESTOPPEL, PRESCRIPTIVE TEL TELEPHONE BOX C EASEMENTS, ADVERSE POSSESSION, ETC. TR TELEPHONE RISER FENCE CORNER TV CABLE TELEVISION BOX C 0.2' E Jill. 0.1' S I '1 1I UP UNDERGROUND POWER �� S $8'42'00" E 244.40' 301 1 = WV WATER VAULT ' ' STREET ADDRESS, HALL BLVD. S WALK 0.41W- - U I I w DS 45' I 6P NUMBER OF PARKING SPACES GM 8 EM 16 DS o ] //...../....4i‘... ../.....345447? S S I I - G - GAS LINE, PER NW NATURAL E-MAPS r/f✓f////r////✓�//fr/, ..4 / �.____� rf/rrrf/frrrfffrr///r.;-lT 1-at:ICiad / 12.0 N 45.5 •r 70.6' 0ii- I - S - SANITARY SEWER UNE, PER CITY RECORDS v f `~ i2.0 ' r f I -SD- STORM DRAIN UNE, PER CITY RECORDS r 1 S i i L/S o "' -SS- SANITARY SEWER LATERAL, PER CITY RECORDS CI P z '' '© �, ' 13 04 i I -OHU- OVERHEAD UTILITY LINES ‘24 /24 �' / , i -0 ` f i Z -;-1 1 '� ,�, %� BUILDING A � 'g9$ / _ -UT- UNDERGROUND COMMUNICATION LINES "11157" 2.0 / ET-I cir `° �„ II -W- WATER UNE, PER CITY RECORDS h o Z Ci] z0 sb PARCEL I DECK ABOVE J ,� ( -0- SUBJECT SITE WOOD FENCE di- F Q ❑ .�, PATIO BELOW *-/ I �1 .� 31,930 S.F. I �4 cr ' 23.9 - TYPICAL �'• --X-- SUBJECT SITE CHAIN LINK FENCE a -� Q DSc; //f/f f .'/, 23.3 23.9 i - lw ¢] MANHOLE P a < Q /� /� a o 0 15.2 6 0 ✓ firm v7 - 6 r5 1 ,,, D � � /� ./...,/ • ' - �S AN EASEMENT FOR �n / 8 B i 6.8 o g g L __ - INGRESS AND EGRESS - °D " FIRE HYDRANT 0-4 Ce CL4 F - J W20.0' ...w �' D 2. I . gF _ r--- 6 FOR THE BENEFIT OF -0- POWER/TELEPHONE POLE 4 0 › • m '-' - ' • ' - I+ --41/445. 0.4-5 - -'� PARCEL 2 PER _ a ., STAIRS �,, a r �, I C r-: -- ARTlT1ON PLAT NO. I al STREET LIGHT Q • . BR .t STAIRS i • :. . TAIR U 998-038 vo ix _ co 6 DS - CO, f� R- „ ,1a ST RS -- ,�. _ /-- ' - a- SIGN � ICi) m n Cd .. i .. TRELLIS SS- �4 41 -� "� w -1 COIRVe CATCH BASIN _ i �p G ,,,,,.../......./4 .•/•,fffr/ �" G � ' GAS VALVE 3 Q W Q C'7 F- / DS - M 3 °� ICO +S * 46 N 3.0 ' a i'� r W. !"'�� = H 41 r �r a ,_'I r/rr /rf/.f/fffr/./rf/r �•4 ;q r L-s1 47.0 r- 3a.Ot] x ,,,,a NLilo ` I DECK A80VE - co WATER VALVE h F QI Ln rD : 20 rTi/ 0- �. PATIO BELOW ; I. M I e F ® WATER METER LI _ ❑ 'f ico 0 1::: 5fr re/ CO PLAY AREA I BUILDING C 7 _ o II HANDICAP PARKING SPACE Cy''� f O U) rx 20.1'b , ' - N . ' I 2 STORY 2.4 - I o 1 I C'" = a (/) m ,n 5.0 11161 ^ ; d 73.94'M cri I w iL'S io of 4� L AIRS ^ Fr-a• : 18.5 n'- �' S 88'42 00 E `° ! ASPHALT Z r ❑ r O.2'E /� � H� -- "" Frfifff� r i8i�ff /;a � , SD CONCRETE CD It E--, OII . ' c, 72.4' , • ° ZW10 3,a ›-, , r/f EV GRAVEL0 r 7 F TR �DSS zc. o 5. -_� L/S � 8_ Z Cfl �4 i �vi._ 5-1110 �..,. WOOD AWNING �' TR TR r-r- I .III caa = r ~ Z c . D R W� PARCEL II _ T 9 V) .- m Ds- /// , ff/r S ' 4,790 S.F. 1 -W- T ~ J < ❑ / 4( 23.0 r 7Pin �- Z CD J r / a, I - N- co I] 'r'i DECK ABOVE i Z c� _ : �` �� SIGN / PATIO BELOW c�# .o Z ,•" o "fir - v ` ' r- 30.00 Ip Q / TYPICAL '6 a o`i° rn "' Qel e 4 / '1 4411. ..4.ts4 m -I In ,,-- C4/ W OA °5 i "I I I ri r KEYSTONE 7 EM i DD f es V°1:99C3 _ `� 0 Lo BLOCKS 5.0 I , �� 0 o R i + Q C f r ./ �43.a 5. .A Ir - , 23.0 r UTILITY F ! J r- .. ff /ffrfif/ r S ,r, �Q UTl TY �- r J �' I LIS . el 1 41,,,.: 1dM ! . L '�'J r� LI AC�,ESSII - o �I �� ❑ o EM o 7-KEYSTONE PLANTER WALL 5 ■ :■�. /S I 1. :I ,�I 1. II {• 45' 1 I I . \ FENCE CORNER , 73.59 F i LIS I" 2 Cr- c u' o SURVEY FOR REFERENCE N 88'42'00" W 243.59' ----- HOSE w C� "� 0.3N0.2E CONCRETE BLOCK WALL --� WALK 0.4'W -/, U y I f I 1■■1 .,,,i W c, ONLY WOOD FENCE `� ? uj 8"� DECIDUOUS TREE (LEANING NORTH) `�`' Z HOSE BIB ® 30' 30' Q I}Z , IQ PROJECT NO. 25'0 DRIPLINE 12-0 DECIDUOUS TREE �1 J H w u_ tJ 35'4 DRIPUNE I I It al ch { } 19036 gg • Q >. r'- z � a X, 7/23/2020 � in > Zi_ cd--8 ' o , REVISIONS:/\ EASEMENTS/RECORDED DOCUMENTS �� , Z0 X NOTE: ITEM NUMBERS CORRESPOND TO THE ITEM NUMBERS LISTED IN WFG NATIONAL TITLE INSURANCE COMPANY'S FIRST z SUPPLEMENTAL PRELIMINARY TITLE REPORT ORDER NO. 18-158316 DATED MARCH 3, 2020. ITEM NUMBERS IN SAID REPORT NOT \ S '' . UJ LISTED BELOW ARE NOT SURVEY MATTERS ' UJ o DECLARATION OF RESTRICTIVE COVENANT RELATING TO CERTAIN TREES, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRAPHIC SCALE w s RECORDED JULY 25, 2001 AS RECORDING NO. 2001 -073475. (NOT PLOTTABLE - LOCATION EXHIBIT ILLEGIBLE) ► i20 J 0 10 20 40 80 Q ''i0 0 ACCESS EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, TO BONNIE R. AMANDER AND NORMAN E. ALANDER, AS uJ, ESTATE BY THE ENRIETY, PER DOCUMENT RECORDED JULY 25, 2001 AS RECORDING NO. 2001 -073476. (PLOTTED) J ( IN FEET ) Z 1 inch = 20 ft. SHEET I OF I Z I clU p 0 � W 'c a2 G 1 . 04 FOR REFERENCE ONLY � .T Z 0 GENERAL NOTES: DAb CritO°4 c► A. STRUCTURAL, FIRE RESISTIVE AND SOUNDS 14 RESISTIVE INTEGRITY IS TO BE MAINTAINED AT IAN P. y - � ' PENETRATIONS IN ACCORDANCE WITH THE 1.4 REQUIREMENTS OF THE GOVERNING CODES AND AUTHORITY HAVING JURISDICTION. I I * ' D, 0° GON -- -41 EXISTING 518" GYPSUM I - EXISTING 5/8" GYPSUM EXISTING 518" GYPSUM I:- ! I B. MAINTAIN FIRE RESISTIVE WALL CONSTRUCTIONW 2918 4 BOARD BOARD BOARD INDICATED AT WALL MEMBRANE PENETRATIONS �O j I ;;I EXCEEDING 16 SQUARE INCHES IN AREA, IN 4 OF 0 EXISTING BATT INSULATION ACCORDANCE WITH REQUIREMENTS OF RATED }"- FIRE-RESISTANCE I --- EXISTING R-19 BATT INSULATION I -IIAT SELECT LOCATIONS I I PENETRATION ASSEMBLY AND APPLICABLE CODES. RATINGS FIRE-RESISTANCE I I I — 3/8" P.T. FURRING STRIP C. ASSEMBLIES FOR FIRE RATED WALLS AND 0 *40 MIN. - • - - 3/8" P.T. FURRING STRIP RATINGS I 3/8" P.T. FURRING STRIP FIRE-RESISTANCE FIRE-RESISTANCE _ - • 70 MIN. I * LUMNS SHALL EXTEND FROM STRUCTURAL 40 MIN. g * RATINGS I --------- 3/8" P.T. FURRING STRIP * RATINGS I �•I'/ FCOOOR TO UNDERSIDE OF FLOOR DECK OR ROOF 0E - a **15 MIN. • • *10 MIN. / ' 40 MIN. 40 MIN. SHEATHING ABOVE, UNLESS NOTED OTHERWISE. ***20 MIN. — • -s EXISTING 2X WOOD STUDS 1***20 MIN. —1I 1114 EXISTING 2X6 WOOD STUDS i***20 MIN. 1 —9- .c EXISTING 2X6 WOOD STUDS ***20 MIN. .r --• -41— I EXISTING 2X6 WOOD STUDS W _: 85 MIN. TOTAL AT 16" O.C. I 70 MIN. TOTAL I- AT 16" O.C. I 60 MIN. TOTAL I AT 16" O.C. 60 MIN. TOTAL AT 16" O.C. Ce m EXISTING 112" PLYWOOD EXISTING 1/2" PLYWOOD EXISTING 1/2" PLYWOOD D. SEE STRUCTURAL SHEAR WALL SCHEDULE FOR = c SHEATHING I SHEATHING I I I SHEATHING REQUIREMENTS. STRUCTURAL SHSHEAR WALL ATTACHMENT AND EAR WALL GE OBLOCKING 0 I- a - 5/8"TYPE 'X' EXTERIOR SCHEDULE OVERIDES LISTED ASSEMBLY 5/8"TYPE 'X' EXTERIORI GYPSUM BOARD I '� - 518" TYPE 'X' EXTERIOR ATTACHMENT AND BLOCKING REQUIREMENTS C.) 5/8"TYPE 'X' EXTERIORL GYPSUM BOARDGYPSUM BOARD, EACH SIDE W a GYPSUM BOARD II ' I WHEN MORE RESTRICTIVE. N ca .s WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER, _ �—_ - WEATHER RESISTIVE s WEATHER RESISTIVE BARRIER BARRIER (WRB-1) (WRB-1) I (WRB-1) EACH SIDE (WRB-1) • E. PROVIDE VERTICAL AND HORIZONTAL FIRE 2 0 3 I FI I BLOCKING AT 10'-0" OC MAXIMUM AND AT ALL � 1 FIBER CEMENT SIDING OR FIBER CEMENT SIDING OR t BER CEMENT SIDING OR FIBER CEMENT SIDING OR U m FLOORS. PANEL- SEE EXTERIOR PANEL- SEE EXTERIOR PANEL- SEE EXTERIOR PANEL, EACH SIDE - SEE Ir o -- —� ELEVATIONS FOR PATTERN V ELEVATIONS FOR PATTERN — I AELEVATIONS FOR PATTERN -- I - - EXTERIOR ELEVATIONS Q FOR PATTERN F. WHERE SOUND ATTENUATING BATT INSULATION IS m INCLUDED IN ASSEMBLY, PROVIDE TO FULL HEIGHT - EXT. INT. EXT. INT. EXT. INT. EXT. EXT. OF WALL. Q ce< 0„ — 2 N rll A - EXTERIOR WALL ASSEMBLY B - EXTERIOR WALL ASSEMBLY C - EXTERIOR WALL ASSEMBLY D - EXTERIOR WALL ASSEMBLY z (BASED ON OSSC 2019 SECTION 722.6.2) 1-HR RATED (BASED ON OSSC 2019 SECTION 722.6.2) 1-HR RATED (BASED ON OSSC 2019 SECTION 722.6.2) 1-HR RATED (BASED ON OSSC 2019 SECTION 722.62) 1-HR RATED 0 ' Up ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY w f, N J oc" LCL g N 10 a 0 e U "' Q V V Z ct .: ''li\ o ❑ 2X4 WOOD STUDS AT 16" O.C., Q 5/8" GYPSUM BOARD PLANS FOR STUD SEE WALL TAG NSIZOOR I' j / ..i m ='"- 2X4 WOOD STUDS AT 16" O.C. - RESILIENT SOUND CLIPS AT 48" OC Q O a.W m . ■ • 5/8" GYPSUM BOARD "� 718" HAT CHANNEL -I Ce. LU I N CN w s - 5/8" GYPSUM BOARD Q C aCD 0 - -• 3-1/2"ACOUSTIC BATT INSULATION Cl) CO IX CO % Zoo r01 11J Z CO _ 11 r H 1 - INTERIOR WALL ASSEMBLY 2 - INTERIOR WALL ASSEMBLY c= N0 Q z NON-RATED (STC RATING BASED ON TL07-673) NON-RATED O0 57 STC 1— r r CO m ASSEMBLY NOTES: LEGEND: Q "' N- ..1 -J r1 WALL ASSEMBLY TYPE -- PRIMARY COMPONENT J r *TIME ASSIGNED TO WALLBOARD MEMBRANES - OSSC 2019 CHAPER 7, TABLE 722.6.2 (1) LETTER: EXT. WALL TYPE 1 1-5/8" STUD NUMBER INT. WALL TYPE 2 2-1/2" STUD DESCRIPTION OF FINISH TIME (MINUTES) 3 3-1/2" STUD 3/8"WOOD STRUCTURAL PANEL BONDED WITH EXTERIOR GLUE 5 DESIGNATOR 4 4" STUD 15/32"WOOD STRUCTURAL PANEL BONDED WITH EXTERIOR GLUE 10 ©0 5 5-1/2" STUD WALL ASSEMBLIES 19/32"WOOD STRUCTURAL PANEL BONDED WITH EXTERIOR GLUE 15 0 - j 6 6" STUD 3/8" GYPSUM WALL BOARD 10 112" GYPSUM WALL BOARD 15 REQUIRED FIRE - WALL INSULATION PROJECT NO. 5/8" GYPSUM WALL BOARD 30 RESISTANCE RATING - NON-INSULATED 19036 112"GYPSUM TYPE 'X'WALL BOARD 25 - NON-RATED A ACOUSTIC BATT 518" GYPSUM TYPE 'X'WALL BOARD 40 1 1 HOUR T THERMAL* DOUBLE 3/8"GYPSUM WALL BOARD 25 2 2 HOUR 112" +318" GYPSUM WALL BOARD 35 R THICKNESS AND r, 7/2312020 3 3 HOUR R-VALUE, SEE X': DOUBLE 1/2" GYPSUM WALL BOARD _ — 40 ASSEMBLY TYPE - _ — Q - El, REVISIONS:IIz. /\ **TIME ASSIGNED FOR CONTRIBUITON OF WOOD FRAME - OSSC 2019 CHAPTER 7, TABLE 722.6.2(2) E DESCRIPTION TIME ASSIGNED TO FRAME (MINUTES) LU S WOOD STUDS 16 INCHES O C 20 W • WOOD FLOOR AND ROOF JOISTS 16 INCHES O.C. 10 L o Q z 0 0 O CJ- x ***TIME ASSIGNED FOR ADDITIONAL PROTECTION - OSSC 2014 CHAPTER 7, TABLE 722.6.2(6) = W DESCRIPTION OF ADDITIONAL PROTECTION j FIRE RESISTANCE (MINUTES) x LU a ADD TO THE FIRE-RESISTANCE RATING OF WOOD STUD WALLS IF THE SPACES BETWEEEN THE 15 STUDS ARE COMPLETELY FILLED WITH GLAS FIBER MINERAL WOOL BATTS WEIGHING NOT LESS < < CO 7 THAN 2 POUNDS PER CUBIC FOOT(0.6 POUND PER SQUARE FOOT OF WALL SURFACE) OR 0 0 ROCKWOOD OR SLAG MATERIAL BATTS WEIGHING NOT LESS THAN 3.3. POUNDS PER CUBIC z w FOOT (1 POUND PER SQUARE FOOT OF WALL SURFACE), OR CELLULOSE INSULATION HAVING A Q NOMINAL DENSITY NOT LESS THAN 2.6 POUNDS PER CUBIC FOOT. `-' O o ii.i (2 2 1-- >- G3 . 01 O a z °L, GENERAL NOTES: 10OD'IR C 40 4 1;1 A. COORDINATE DEMOLITION SCOPE WITH ALL OTHER PROJECT DOCUMENTS. 7 NA. " ' LLL``''' B. THE REMOVAL AND DEMOLITION DRAWINGS AND i� NOTES REPRESENT THE OVERALL INTENT FOR THE PO. , O, O. GOIv ENTIRE FACILITY. REMOVAL AND DEMOLITION OF ITEMS OR SYSTEMS ILLUSTRATED OR NOTED, IN 2918 Ow• GENERAL OR AS TYPICAL, SHALL BE BINDING AS IF REQUIRED BY ALL AND APPLY TO EACH BUILDING 40170 THROUGHOUT THE PROJECT • C. DESCRIPTION OF DEMOLITION WORK IS NOT 0 INTENDED TO BE ALL INCLUSIVE. COORDINATE AREAS, MATERIALS, AND SYSTEMS SCHEDULED FOR aE REMOVAL OR WITH PROPOSED PRIOR TO COMMENCEMENT OF ANY WORK. W . Ct co 10 D. AT ALL LOCATIONS OF REMOVED OR DEMOLISHED = c, ITEMS AND SYSTEMS WHERE ADJACENT SURFACES I- o ARE TO REMAIN, PATCH AND REPAIR AFFECTED AREA{S)AND ADJACENT SURFACES. AT AREA{S) V ,r, a) REQUIRING PATCHING AND REPAIRING PROVIDE W O ra - - FINISH MATERIALS, COLORS AND TEXTURES TO ti C 1 - ilIMMIIIND i . lillIMINI 1 . -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .114•16 111- - - - - - - - - - - MATCH SURROUNDINGAREA(S). - • 2 ° 1 E. DEFINITIONS: 0 m ., + -4*.-...-•9" - ♦- • ♦• ♦ ♦♦ ♦ ♦♦ DEMOLITION/DEMOLISH: THE DESTRUCTION AND o I : ;� ; •►♦; •; may,► NS ; " i _ — - , - ! . a••;,,�� g0►, ♦�`O�i♦`♦♦ � ♦ ,i ♦ i♦ir ANkt, i - RECYOCLE: RECOVERY OL OF ENTIRE F REMOVED OR DEMOUCTURES OR LISHED S. a (13 .1 I �— o� ®- . • P_�``i� `♦ �i�ti�i� '♦�♦•i�i* N�jy..�%♦♦` , ♦ ►�� y� " ITEMS OR SYSTEMS FOR SUBSEQUENT PROCESSING Ti�►.d►�►_•!+♦02`••�►9i,•♦,0a♦,,♦ i♦ ► r p•i, \NS IN PREPARATION FOR REUSE. ° �•►`O•♦�►•�y♦��► ,.� . .►��, � ♦`♦` • i: ` i► REMOVEIREMOVAL: DETACH ITEMS FROM EXISTING Q - I —. . •,�•, �•♦.♦•♦ „• `♦►•♦•i•,•„� 4:�•i,• �i� +♦$'r. ♦+♦ ♦ CONSTRUCTION AND DISPOSE OF THEM OFF SITE N -] t_, - •+9�►i• ♦i•• ♦ •,+�►y► •♦i♦•i♦i♦ ♦i♦` �A+ ♦ ♦ d'�-••,0., UNLESSINDICATEDTOBESALVAGED, RECYCLED, OR =rf ,IH lin C1I fff lJL � i••I.9• 00ii ` •i►►„•�♦�.♦ �i♦ ♦♦�►• REMAIN PROPERTY O F THE OWNER. a� I . , L ----' _ . I 1r. - • ,.,�,•••♦ ♦,♦ ♦♦ ♦ ♦♦%♦�• �`,i'♦•7�i�r • O••�T' - SALVAGE: ITEMS REMOVED FROM EXISTING c )1 \r �� - ysit ♦ ♦ ' �I �a�� ♦ ♦ �I'� CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, O , u, I 1 .. �`�� • ♦ AND STORE m ' T61117 � L r---i , • ° 4 J rT ��iird►` • ►•+O ♦•♦• Oi♦ �`O ♦ ♦ -ar ♦ ♦ O ♦i, N • • mil Vi ::.) &I EZ1 C j ii ..:, ..--. ♦ F. LOCATE ALL WIRES, PIPES, UTILITIES, STRUCTURAL J I r II ,�♦,�♦,♦i,�,9,�y�♦�, �, ,♦♦,♦•,♦� �♦ i `♦• •♦ + +'�♦•,%R►` ♦ MEMBERS, AND OTHER CRITICAL COMPONENTS TO i cv I .• — 0� _ L6 Ol III •. �`Oi•��•♦y��•♦♦�� i •��►�i♦O'; ` �s�� `�Ni + •�iMi`i - REMAIN, PRIOR TO ANY DEMOLITION. CUTTING OF N I r -- i ♦♦`♦•♦ •♦ •♦.. • �i♦ �►.• .,. •• NIP ♦ . ♦ ANY ITEM WHICH I H I NOT Q `o co I ® II I ® ♦,�i,♦ i,• `` r�i0 • 00 0� _, r �.+r►'i ♦i Ory♦ ♦♦ �� •,� _ TE C S O RT OF THIS PROJECT Q I 4 0� r �I �J � L , ��y •i y%i♦♦�,��iy .O,•... .v,♦� �♦ri�•yi ♦♦ ►, ♦ SHALL BE REPAIRED BY THE CONTRACTOR AT NO U min 0 0 ��A+ti��11 E `� ��+•♦� '�•i •♦i+ �� ADDITIONAL COST TO THE OWNER, INCLUDING ANY F i♦i��♦ii♦i�►�i�i�ii�►y`�i�•��••`��•i`• ♦ ' TESTING OR SPECIAL OBSERVATION TO CORRECT I O,�• •♦••,•�►�••i�♦• 1i,.,•+• J ♦ ♦ �+ `9 ♦ ` ♦``► THE PROBLEM. BUILDING A 1 :..• ; � ��; ► �'� ,may.C. � �- z ;,• ,��, ,V, , ' 1,1111.1%;•'�,• •'• '♦i '�• • KEYNOTES: 0 11 11 i / 1 �� C` \ I O�♦i�0 •00 "•"%4* ••I I, 7 L • / ` ♦ ♦ •i i+ • •i D2 DEMO EXISTING MAILBOXES DOWN TO CONCRETE Q _ `I- \ / �] r \ it •! �•• ♦ •♦••♦••••♦ •♦p ,♦• �d t:•♦�i ♦♦ �► ♦•♦ ••♦ Q -�r-a,.r / ��. I `••0,+,�•' ♦♦• ,i�, ♦♦ , ,O,♦ � BASE �T.T 1r.T- ..TA.T • /-- I , � - I I I \ I �.,�►�i, i��y� .�,i AIN •,••i•.+♦ ♦ ♦ • D83 EXISTING CMU WALL J 4:4,4 1 A1 I -- ' �� I I I I I 13 T_0 _ J 1 iir♦i►♦i►�:s ` ► • `li ry e►♦ - D84 EXISTING WOOD FENCE a O I I - - 1 _ AlL-Ijr I■ i 1111 q - II T 1� _ 1 �1 osisAt* , ' .• . 00 --= -- 1 I ♦ ♦•♦•+ ♦ ♦ D90 EXISTING CONCRETE WALK TO REMAIN W (- � - 1 — - I I�EN�II 11CI 1 _ J I il.�. .•,•. ��►�"• � � • '� 44, T1Trr�” I = I1 1 IP 1 _ I I I I- 1�'ITf ► ri ; ♦... y�: ' il% ..iii - I� I } aTLIT I �(-- - - l TT'1 , i AL1II d 1 D91 EXISTING CONCRETE CURB AND WHEELSTOPS TO L - � '� �� I, I I - - -- - 1�- REMAIN W Q NI ��- .LLI_ � _ X11 �J � = w I I r ,4 \/ M — 1 - D92 EXISTING PARKING CATCH BASIN TO REMAIN N. 0 __________L______ a _ �4 1:1:1 ", 2 D93 EXISTING MANHOLE TO REMAIN u_ m 7-'jl---"t�I '1! --"-- . },: _: II 11 I - D94 DEMO EXISTING A1C PAVING FOR NEW A1C PAVING 45 Z co ,_---- 1 II a li D97> 2 - �. O ry c I .1(, ■■i 1 i �C ! �� - a D96 DEMO EXISTING LANDSCAPE AREA FOR NEW I - I �4. - ;; I D1.02 '� II i GRAVITY RETAINING WALL X11 Q W . .1.:7._, - � -'� • BUILDING EXISTING ,� I , t 1 ■ n D97 DEMO EXISTING CONCRETE WALK FOR NEW 1 { - - H CONCRETE PAVING AND RAMP I (....LffC�_ � : y " _ - - PARKINGi\ cco fi'._ - — —• �_ I a I D98 DEMO EXISTING LANDSCAPE AREA, CAP OFF C= z I — ' I li II I j1 •I - UEXISTING AREA DRAIN AND IRRIGATION LINE FOR ❑ �� , I _ NEW CONCRETE PAVING LO I { f I ti I rite I_ r I f �' I� " __ I : D99 DEMO EXISTING TREES, SHRUBS AND ROOTS AS CC fl ;L� - I1 I4 - Iq - -` REQUIRED FOR NEW CONSTRUCTION W - -- BUILDINGI �II �II B I 1 - c� - - j � lel: 1.,. , i I I 1 ,1,_ I _ - a � 1 J 1 to= r 1 I I I S I 1 o:o 1 J'_ I = Vi - ,r I I� '' �• :j I n n DEMOLITION SITE PLAN I r G - -- 1 I , I , I 71 PROJECT NO. i I \ 1 - -� ((1 - 19036 ,�!� fl ,�-� ; COMMUNITY 1 I ( ROOMr 7/23/2020 I LEGEND: x ir -� I �.� y ! I I I I11 ,'1 [(11._ Q 1 I I I III ^ �rr _ -'- DEMO EXISTING A1C PAVING AS o , REVISIONS: I I \ ii .( 1 \ EXISTING <D937 1 � X REQUIRED FOR NEW Z!P �' .--_7_"__i II �J TRASH . <D93> L - J CONSTUCTION I ENCLOSURE \. P- Li1z LLI o° \ �' 71EXCAVATE EXISTING LANDSCAPE w - 1 AREA TOA DEPTH AS REQUIRED -, o 1L.. _ 1� , � �� 1.02 _ ------- /__ - FOR NEW CONSTUCTION. AREA OF o 0 _ . LANDSCAPE EXCAVATION = 290 SF L - - - - 1....- - -:-.- _ - _- - _ - - .11 411111M .- - - - - - - - - - - - - - - - - - - - - - - - - r - - , _ _�� LITI DEMOENONCRETEWALK AS UIRED co i C7 z Z it; DEMOLITION SITE PLAN �Cr_ )1 '` �Z SCALE: 1" = 10'-0" — ° GENERAL NOTES. - �Dcrlfr � sow A. COORDINATE DEMOLITION SCOPE WITH ALL OTHER PROJECT DOCUMENTS. I D it . ''''"''# B. THE REMOVAL AND DEMOLITION DRAWINGS AND NOTES REPRESENT THE OVERALL INTENT FOR THE • , 01 #4 �� ENTIRE FACILITY. REMOVAL AND DEMOLITION OF • ITEMS OR SYSTEMS ILLUSTRATED OR NOTED, IN 414,4Ah, 2918 e- GENERAL OR AS TYPICAL,SHALL BE BINDING AS IF REQUIRED BY ALL AND APPLY TO EACH BUILDING OF e THROUGHOUT THE PROJECT. - V C. DESCRIPTION OF DEMOLITION WORK IS NOT 0 INTENDED TO BE ALL INCLUSIVE. COORDINATE AREAS, MATERIALS,AND SYSTEMS SCHEDULED FOR 0. E REMOVAL OR WITH PROPOSED PRIOR TO J ..;0 COMMENCEMENT OF ANY WORK. W 0 If m D. AT ALL LOCATIONS OF REMOVED OR DEMOLISHED = c ITEMS AND SYSTEMS WHERE ADJACENT SURFACES o ARE TO REMAIN, PATCH AND REPAIR AFFECTED AREAS)AND ADJACENT SURFACES. AT AREANS) C.) °' REQUIRING PATCHING AND REPAIRING PROVIDE IJP c. co FINISH MATERIALS, COLORS AND TEXTURES TO F M1 c, MATCH SURROUNDING AREA(S). _ o, • Jo 0 E. DEFINITIONS: (� 4 3 - DEMOLITION/DEMOLISH:THE DESTRUCTION AND REMOVAL OF ENTIRE STRUCTURES OR SYSTEMS. la - RECYCLE: RECOVERY OF REMOVED OR DEMOLISHED m ITEMS OR SYSTEMS FOR SUBSEQUENT PROCESSING 1,.,. «. IN PREPARATION FOR REUSE. 44, a 14. a - REMOVE/REMOVAL: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE OF THEM OFF SITE — UNLESS INDICATED TO BE SALVAGED, RECYCLED, OR X REMAIN PROPERTY OF THE OWNER. m - SALVAGE: ITEMS REMOVED FROM EXISTING Z CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, 01° AND STORE. I,„� m cV W CV F. LOCATE ALL WIRES,PIPES,UTILITIES,STRUCTURAL ,J o MEMBERS,AND OTHER CRITICAL COMPONENTS TO (e 3 REMAIN, PRIOR TO ANY DEMOLITION. CUTTING OF 4* ANY ITEM WHICH IS NOT PART OF THIS PROJECT < o M SHALL BE REPAIRED BY THE CONTRACTOR AT NOCr)*ow. 03 o ADDITIONAL COST TO THE OWNER, INCLUDING ANY TESTING OR SPECIAL OBSERVATION TO CORRECT THE PROBLEM. z KEYNOTES- C ❑ • D1 EXISTING CONCRETE SIDEWALK TO REMAIN �� . -SAWCUT, PATCH AND REPAIR AS REQUIRED FOR ,,— „ NEW CONSTRUCTION Li] D3 EXISTING CONCRETE PATIO/PORCH TO REMAIN O D8 EXISTING STEEL GUARDRAIL TO REMAIN mow m UJ D1B DEMO EXISTING WOOD STAIRS WITH PRECAST ..._I TREADS AND STEEL RAILINGS,WOOD STRINGER W < co t- ee N w - 084 EXISTING WOOD FENCE Q c CD D85 DEMO EXISTING PAVER UNITS IN LANDSCAPE AREA a (f) a) _0 CO D86 EXISTING DOWNSPOUT CONNECTION, FIELDCO 0 VERIFY ROUTE OF BELOW GRADE STORM WATER � le- PIPE - PIPE 0 - 9 2 1— D87 EXISTING LOW VOLTAGE PANEL, FIELD VERIFY0 r W ROUTE OF CONDUIT BELOW GRADE zr a. D88 EXISTING ELECTRICAL METER, FIELD VERIFY I r a B.II B.5 .5 ROUTE OF BELOW GRADE CONDUIT Cl) ' z 089 EXISTING GAS METER,FIELD VERIFY ROUTE OF >1 0) 0 BELOW GRADE GAS LINE ..-I D96 DEMO EXISTING LANDSCAPE AREA FOR NEW CO GRAVITY RETAINING WALL W I lD97 DEMO EXISTING CONCRETE WALK FOR NEW l CONCRETE PAVING AND RAMP 9 r . z\ iimml vr / 099 DEMO EXISTING TREES,SHRUBS AND ROOTS AS i - F i U REQUIRED FOR NEW CONSTRUCTION 5 j F - , ' li. -� - .= ~ • 4 - ] ENLARGED DEMOLITION SITE . Y ; :l . F .: ;;-a=.- - - ,' �;, j PLAN `N. 4'-.. 1.:4 : 1- . - .I•: 4'1 .,.. , . . 4 _ _-I .f.,, ,.F4d.4 . - - - r - PROJECT NO. .,,`�� i.7.---.4-7. _`�M—;�—_ CI I I 4 ` I __ .1<I 1 ==la 1 I19036 (B.E� � — _ _ -1 , r-,;-t Imo — — I____.1 1L Ir - -1. • 7!2312020 €� J CJCJ `� '• _se_ __ IL -:::1::: ❑ REVISIONS:/\ 41143Ti � as. \ " �CDss> - iiii \ II I �1 < / �� -*N /1'1 1 L n� ,� I a I 1 .4.Ar. , _: ESL I I I I i __ I. _. _— !t 1— I -It--fi` II.4--4--+ - .-' I-'" - .a �, /\ w /�T �, ,, .'� .t"'�-�\ ,� 1 l II a 1 1 M II II . . -, - D18> I 991 f' f�\ IL :: ; \ h / - - r.......... .... - -- �...-....]]�... .r "gid_.` < _IT . i ENLARGED DEMOLITION SITE PLAN 111 ENLARGED DEMOLITION SITE PLAN AT UNIT 22 ENTRANCE 1) g ,..., 1IFdi r SCALE: 1/4" = 1'-0" 11131 SCALE: 114" = 1'-0" z re tit D1 . 02 1 GENERAL NOTES: - 3D4 A5.01 ; A. COORDINATE DEMOLITION SCOPE WITH ALL OTHER '04 (I .1 ' A.2 A.3 A.4 A.5 A.6 A.7 A.8 A. --\A. O PROJECT DOCUMENTS. D. f! B. THE REMOVAL AND DEMOLITION DRAWINGS AND owl• NOTES REPRESENT THE OVERALL INTENT FOR THE • Sild• 1I I I r , I i 1 ENTIRE FACILITY. REMOVAL AND DEMOLITION OF • #i,13' tO1 ITEMS OR SYSTEMS ILLUSTRATED OR NOTED, IN .r #8 'n€, 1 I I GENERAL OR AS TYPICAL, SHALL BE BINDING AS IF **4(- 1 OF d 1 r 1 • REQUIRED BY ALL AND APPLY TO EACH BUILDING THROUGHOUT THE PROJECT. _ ` �� l 1 1 7- r 1 1 7 1 i ( 1 _i 1 1 1 ! i r 1"r r I n . r.T / -,_. 1 1 -€�_ F . �� 1 Tom' I I Y r 7 1 1 1 1 l'.1"..7 1 � � • � � 1 , 1 1 1 �r F 'I" � " � � 'l ' 1„�' � "1 ' I 7 �� f - � - 1 1 I �'`r_`-r`r�'r 1 1 I ---r....,y 74)--i-` 1 � 1 I �I i i. :.--T-.�.1 .€ ,�., 1 1 A p A- r - , J l i �1 f T n»I L 1 J F �� L-L-1 _ -L J _1�-L i : y �� 1 L - ^�I 0. �A.f l / 1 � F rT 1I' 1 [I � i [ , , _ , k _1" 1 1''. '' 1 1 1 i 1 . � 1111-1-1-r' 1 r 1 1 1 � ' 11 r r 1 I 1 I r 1 ' I { � 1 �.-r-i' '-vi-TA.�1 A l 1 war , I 1 1 11 I 1 1 r I ! 1 1 r I 1 1 F111F1f1r1'11[ 1 I 1 - _ _ � Z 1-1y1�a _..- . -.. - •, 11...-8 1F 11 rF 1'(F F I f 1 fT37'C 1_-l•rlll� __"1rLf1., ' -,.W..Y ....-- �r! '•WRIli _ ,F.Fi- ,'.' ' i 1 1 ,7 • l F f r1 € F1i � - - - C. DESCRIPTION OF DEMOLITION WORK IS NOT f - I,jVy[ [ • s r , f - - 1 r-i "r 1-r r �- �� . mm _ 11Kmet - 1 7 1 1 1 -i 1 f , , 1 , _ ' 1 ! 1 € T r € r r r r r r r , nn- `1 f 1 1 1`1 ` -- mm� -��„ / '\ ..., �, - I -_ € 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , ? � r r r r r r r I INTENDED TO BE ALL INCLUSIVE. COORDINATE 0 or....--.. � r 11111111111111FI € I 1 r`11`1` 11111I11Ii ir 1 r I i,. .�.. - 1 n 1 1 1 r r 1 r r 1 11 1 1 f r 1 1 i I AREAS, MATERIALS,AND SYSTEMS SCHEDULED FOR l 1'`1__I .' 1 k =`°_'_ I I '� Y REMOVAL OR WITH PROPOSED PRIOR TO n E o I 04 ` I I - ,O . ;, COMMENCEMENT OF ANY WORK, c� 00 1Cal iwiiI k # E 00 .F` .: ;; ILI ` O°I'! °Q 00 �p ; D. AT ALL LOCATIONS OF REMOVED OR DEMOLISHED Ct - O° - o I - � _ 1 - °°1 - - ITEMS AND SYSTEMS WHERE ADJACENT SURFACES D c , r O € [01I O i o I , ,... "r 11 ARE TO REMAIN, PATCH AND REPAIR AFFECTED 1- ° - t a© O a °O ._v._) REQUIRING PATCHING AND REPAIRING PROVIDE U 1 { � ^F S ^ I I si l 1 QF Y !- O as ,�m 11i /\ : . , n ► F .` n E n 1� , FINISH MATERIALS, COLORS AND TEXTURES TO n11 (-LI ---,,,,- • Nrrr } �^ < I\I V -- n AND D28> � <D28 .. F 1 l MATCH SURROUNDING AREA(S). I"' - " 028> ----12 n -f (�� 1111.. n �■ I _- \/ all +!� I /\ L E. DEFINITIONS: 028>/1 ' Ill• DEMOLITIONIDEMOLISH:THE DESTRUCTION AND 1 <D28, - r •lo • F k REMOVAL OF ENTIRE STRUCTURES OR SYSTEMS. o <D14> ...' lasEmom _ -- _ 111V/ l'-J <066} :� RECYCLE: RECOVERY QF REMOVED OR DEMOLISHED d vc \% I % I \/ - .- - ITEMS OR SYSTEMS FOR SUBSEQUENT PROCESSING �' ` ,,,,ica I "•% IN PREPARATION FOR REUSE. • - REMOVE/REMOVAL: DETACH ITEMS FROM EXISTING a UNIT 3.1 UNIT 2.2 - UNIT 3.2 UNIT 3.2 - UNIT 4.2 ,'- UNIT 3.2 UNIT 3.2 UNIT 2.2 I UNIT 3.1 r CONSTRUCTION AND DISPOSE OF THEM OFF SITE Q a - </\ j--il I I I ( I I UNLESS INDICATED TO BE SALVAGED, RECYCLED, OR M m 16 15 14 13 12 11 10 09 08 REMAIN PROPERTY OF THE OWNER. •/ I 1 1 I 1 1 - SALVAGE: ITEMS REMOVED FROM EXISTING OZ ci,= Z ' 0 C -1 CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, (p �'* E 6} 11I I r -.a, ( AND STORE. > "' i� \/ / I I I I I �O { I 11 \ I / 1 1 1""` Ai N - - - I \--_ _ _ -.._ --- --- -- _ _ - _ -.-/- _ • N - - _ 1; ------- -- -- _ _- --- F. LOCATE ALL WIRES PIPES UTILITIES STRUCTURAL o �s II • .-"1 _ r - I _ /17'7` i - 1 -�== - _ _ - --- _ - -. -._ _ C - _ ) /\ I I - _ _ MEMBERS,AND OTHER CRITICAL COMPONENTS TO J v 1 5- - .1- n - - 1 � � -- - • -- r. - - i_ - - I! k -i,,. .. . - - -� _ _ _.....-< ; - 1 -_= ^ �- - __L\_. 1� y 013 - / .- REMAIN. PRIOR TO ANY DEMOLITION. CUTTING OF m N �/ <\/ D13} I '� _ _� -n - ) D13 ' - - I- ' - -� -D2 [j ANY STEM WHICH IS NOT PART OF THIS PRfl3ECT a cis /� n - - ^ w 4 V 1 -"/ iD 3 1 () �D13 I j \•/ C3 r - I ' I `__ ' I IV> SHALL BE REPAIRED BY THE CONTRACTOR AT NQ rnr . -'- - _ - - _ r - I - w y IfrF1� i n ADDITIONAL COST TO THE OWNER, INCLUDING ANY V a0 "' ' '- -{I _ J - , i ' _ D18} <D18 = IE �I --Oil> TESTING OR SPECIAL OBSERVATION TO CORRECT �� n r-- • - - _ - - _ - - - \/ THE PROBLEM. I D2 n D18> 1 <C151I �, I > - k LIQ _ - Jir illi �� _ -- - n I n 1 _ - J `/I 11r_ <D18 1 i_ I D20}<D37> v \/ 1 �� __ _ - _ - I - D18> <D18 �- <v I •- i__ , 020> D18) <D18 <D20 ! D18} 1 /\ /\ <D37 I' D2U> D11 <D11 -• 1 KEYNOTES: Q :31 . n 1 �� I I� B11> <(:),\!; r� �/ �/ , �/ �/ I_ \/ I D37}<D28} I n -I v �/I �/ I I T T f 1 1 /� <D51> <D51> p L _ n n SII-. I �} n n J' � i- -�!-�' D > <D 1 -Y- =� 1 It 1 L�1�- <D37 l'i [��I! � Dii> 0\/11 - _- ; �'- n Dii> <Di$ �=- _� 'I 1Tn� �1 n I �( 1 11L _� \/ LL ��1 �_ \✓ I �1� n T r1 I I Dig} \, N, �I r�T I cl� u L� I pI D18} I I D1 EXISTING CONCRETE SIDEWALK TO REMAIN n I �,� �` - - - --- I1 I I L� U n =\\T-76/\18-> 11 l LI� �--- - L v -SAWCUT, PATCH AND REPAIR AS REQUIRED FOR E- <Dv? I < <os;} ---- <IV> - n nf < NEW CONSTREJCTION 11JMIMS <D18> nD51} .....j\/ < > <U} v D3 EXISTING CONCRETE PATIO/PORCH TO REMAIN BUILDING A DEMOLITION FLOOR PLAN "" LEVEL 2C[= 06 EXISTING STEEL GUARDRAIL TO REMAINX c:15 (ri'} SCALE: 1/8" = 1-0" Ili 07 EXISTING CONCRETE STAIR FOOTINGS TO REMAIN, - 1 TYPICAL OF(4) W - 1 A5.01 �� /.� D8 EXISTING WOOD PORCH COLUMN TO REMAIN,TYP W 3: - A.1 A. A.3 A.4 AL5,,,, A.6 Al, A,8 A.9 A.10 010 DEMO EXISTING SIDING,TRIM AND GYPSUM BOARD = 01 ./ SHEATHING AT EXTERIOR WALLS,TYPICAL a 0 cool m I I I I 1 I r I I r• D11 DEMO EXISTING STEEL GUARDRAILS 1 n I I I <D44> I 5> 1 <D44} I D42> Dig} Q _ C) ✓ �/ D12 DEMO EXISTING SHEET METAL DOWNSPOUTS, / \ �/ _ _ TYPICAL 0 - < l� W (kik) - - - 1 �� 1 D13 ©EMO EXISTING CONCRETE TOPPING SLAB AND �� i -A.B) A _ , , - 3" - - - -- MEMBRANE DOWN TO WOAD EXISITING WOOD "�""" I- D66 I = - I > DECK (D .. z �f I • b 1 �"" [ E=2_ 6 1 1 D14 DEMO EXISTING EXTERIOR WINDOWS,TYPICAL � t/) C) Ilk I I I I b i' I I I I Pm LO 1 ; J _ - /� 015 DEMO EXISTING EXTERIOR DOORS, TYPICAL 5 ".......,0j } -SALVAGE UNIT SIGNAGE ON DOOR FOR REUSE L.--,._. --', -..I1 '- r k l 3 1-77 1 �1 - ; w. (7) ' 11 le - D16 DEMO EXISTING WOOD SAIRS WITH PRECAST W 1�.r.1 El 51' ' 't 111 - 9 1 9, . I TREADS AND STEEL RAILINGS,WOOD STRINGERLo < w-- 1 _____ \,,,,.2 ._.) ,,,_ 4 r ° pia 0. 00 < 1 017 DEMO EXISTING HOSE BIBB FOR REPLACEMENT, J "" """ O t 45 1 P 1 I t � o •©. I ---g 1 Q4 TYPICAL ,.,,j . 00 ' NA Li_ .. °Q a °° - 018M I _P IC i I - 1 1 DEMO EXISTING LIGHT FIXTURE FOR QLS• :� I A REPLACEMENT,TYP \,/ 1 k ice BUILDING A DEMO FLOOR n D19 DEMO EXISTING CONCRETE FOOTING AT BOTTOM PLAN - LEVEL 1 & 2 < UNIT 4.1 1 t - UNIT 1.1 UNIT 1.1 I I I UNIT 4.3 1 OF STAIRS 07 I I I I 06 I I I 05 I UNIT 2.1 ' UNIT 1.1 1 UNIT 1.1 ' 1 I 01 I 11! I D20 DEMO EXISTING ELECTRICAL OUTLET FOR n 11 I I I PROJECT NO. <D10 .• /`� 04 1 03 02 REPLACEMENT 19036 \/ D66> I i f 1 i 1 1 I , 1 7-----'\ � y D > I D28 DEMO EXISTING GAS WATER HEATERIBOILER I1-11E::"E:=.11,:i I - I ,I ., ,.�' I ( 1 r ,� ' ✓, I ,� I I D37 REMOVE AND SALVAGE EXISTING FIRE r< 7/23/2020 - � I -�i _ _ _ -- _ -- _ --- _ _ - _ - _ _ _ _ - -� _ - � _ � _ _ _ _ �_ 11,11 - - - PROTE TIONPULL TI F w, _ J ., wn' __ _1- _ - - � ,...,„p. ••� = �. - C STATION OR REINSTALLATION .D - _ .71-,,01$ -- •�'- /\ _ + 1 � k�} I r RZ_ _ ' _ _ _ _ -_- , _a�1 ' I - - _ _ - _ _ e�_ 1ii - � I - - '�A / I 1 �V _ =+- "� ,� .� I l { _ _ 042 EXISTING ELECRICAL METERIPANEL WITH CQNDUIT © 1- REVISIONS.nD3 / 018 r <D18 \ Di$} 018 r 1 _ TO BELOW TO REMAIN 1•'�� .. ,_ % I I I - )' (, ) \./ 4_ i \4/ I / ' I / I - ( ) '( � p �� k r..1,�� I a?... _ I • - L.4i:rpl - I-- I II.- _IT I D44 EXISTING GAS METER TO REMAIN 1 L--^,_'. s 6 ♦ - E7 D3 - C f ( ) 1 46I I ; �B 3 �� 117 -1 1 � <D15> 1►• I ,/\ . /\ I ,Ii �i 1 I _ u :Dzo� 1 037> I it n J I -AIII 1 3: $ 1 ca.-_I .1 ; I I w/ - -� D20 D20, '- ► I IL I _ I ----Alt--L Ilia. 028} • �; I ce _ _ ,� /\ 1 I V - `/ D6 INS '' n ` E I I' �/ 1 !rt �/ _ "11 D51 DEMO EXISTING SIDING AT'PORCH GABLE END AND ,93 ••.� 1 I I <D37D24} 1 - ' 1 1 ; n - - RETURN WALL ABOVE ABOVE al a T 1-1�� i \. \ <D18�<017} -�! 1 - ,�1- " 1 1 .., _ - I I - I! , I- n n n 1 I 1 `� � - _ �- �j1 1 I �`" ' �� - IlfL ], 1�}`.,� - � �_ -� I > < D37> i Dz�}-- I T �� ILI �' g 7i- li <D37� 1- �_ �i , - ` !, n /� - � 1 I i '= I �, Y _ I _ I � I ' LI066 DEMO IxISTING HORIZt)NTAL BLINDS AT ALL tip li III <Di$� 1 ! III - �E J EXTERIOR WINDOW TO BE DEMOLISHED �- 1 1 \/ 1 11 1NI, II I D28> / = III I I I ' I �11 r J i --' n /\ o E 1 - U <D28 E - I i D85 DEMO EXISTING PAVER UNITS IN LANDSCAPE AREA d \----<, D16> D19> .\-4\20> \--0/\16> n /\ ../... <D19 <Di6 a /\ "›.11-" 019} <D16> UCe I- BUILDING A DEMOLITION FLOOR PLAN - LEVEL 11::: � ,: SCALE: 1/8" = 1`-0" zu )2 . 01 0 _ <FD GENERAL NOTES: _ � De A. COORDINATE DEMOLITION SCOPE WITH ALL OTHER 444:1,6 i i A.3 A.4 A.5 A.6 A.7 A.8 �A.9 A 10 PROJECT DOCUMENTS ND. N 6 A.1 1 A.2 �� I T B. THE REMOVAL AND DEMOLITION DRAWINGS AND �� I I NOTES REPRESENT THE OVERALL INTENT FOR THE (A.A) I I I I I I I I ENTIRE FACILITY. REMOVAL AND DEMOLITION OF DI 0 GON \� GENERAL OR AS TYPICAL, SITEMS OR SYSTEMS AL BE BINDING AS IF �� - - - - - � - - - - - - �' - - - - - - � - - - - � - - � - - - - REQUIRED BY ALL AND APPLY TO EACH BUILDING (� Il/ R I _ I - - � -1 - !I1I � � � `� � � � � r � � � � �'-�I-� _ r 1 , 11111 1 11 E f4,_4.1....1..1 l l 21 ■ ` _ - rte_• - -� I THROUGHOUT THE PROJECT. V lA•B} - - �. .-.• ' - - 1 - - .. - -- - - r--i---1 �r 11 ) 1 ; 1•••,----t`I-1 - r Ht--1 i tF 1- 1-1-1,11 , -1 �F F 1 1 I 1 _----:-=,---..-L _ �1- �'�F F- �-1�-�1-�-�-1 4-. --1 f 1' 1 i■1. � - _ . - �_ _ _ _ - - - _ _ �� 1I i • ( , 1 - - - _ -r III iwr r -_- - _-_ - _ - - ' " , - _ I1r' - - -._-,::_i- - - - - 1 I F .. ^= V- - ` _ ,I 111, > T ,--r�1 7 / 11 II = 1� #I -}_-_ _ ��r_-_ - -__ --�- IIl11 - -� - - - -__-W-= 1 - , r� . _ - _- -_- _ _-_- _ re _�_ ��1 - - -r -` `- r`- I• •C. DESCRIPTION OF DEMOLITION WORK IS NOT ' 1 '� ; ' ' ''' -_-1-'_---_:-_ _ _ Iii •ice- I -_-_-_-_-_-_I-_-_-_ - - - - - - r ' I I # 1 -- _--_�_-_- , z - - - _ -_-_-_r_` I 1 '1.1 - -_ - _ - _- - _ _ - -- :ITI'._`_ --_-` �--_ _�_- _ r _ _ U 11111' , \/1}•�L) _ _ # _ _ _ I I _ _ _ _ _ _ _ _ , _ -_ _ _ ia`" _ _ 1 1 _ _ ; _ _ _ INTENDED TO BE ALL INCLUSIVE. COORDINATE ' ' ' ' ' ! ' 1`,'I `1 ' I' 1 ' 1 ' I ' ' 1 ' f 1 - - - - _ 1 -1�_�.g 1 1 it - Z � IIIII_ - II S -- - -_- �,. . , 1 _ - - ---_ $ -------"-<'- ' '1' , '1 � 1 r =`_ _- _- - - /::, : ' v _-,_ AREAS MATERIALS AND SYSTEMS SCHEDULED FOR IIIII _ .. '1 !1 ' 117-------- - - , r• '` .. _ .. _ _ .. - - - - _ - r 1 1 1 1 ,- IIII .. _ .. - - - - - - L h � 1 1 1 I [ 7 - _ - - ' - _ .', , f T''"T a 1�- - _-1-•,_ � ~ - 1 r I ' ' I `L' ; ! ! ' _ _ - - -_, 1 T r"r ' r' 1•,_., ' 1', ,11'1 ' 1:1- III 1 # I _ _ : ! _ _ _ _ ��I' ; ' �' I - `-"-` -_ _ - I I 1 ' I' r 'I - - - }�1 r - - -��; 1 1 1 ` ,_ _� - . , I ' ._! - REMOVAL OR WITH PROPOSED PRIOR TO li 1 1 I - 1 I r , , F , ; -, 1 - - - - __ f` ` -_ - - - - y - - r - - - D = -_ ? - - 5` - - - r III ` 1 L 1 L 1 [ 1 I_ - ' ' , - _ ' _ - - - - - - -'.'f , , - - - - - .', . . - - yy �_ I_ _ _ -�f r' r �� r_ �1: - 1'___ _��1_ �1�-_ r'��1'1 . 1 3 _ y" COMMENCEMENT OF ANY WORK. v Iilill- - -S 1,- I 1 ' I• -r_ l�r 11' ' 99'' '�:__Trr - - - `- -7e ,',' ,:I I' - r -_ - - R - - _ -iM.mmr _ l � . _ -�`_- �__I _� .. .1 _ 1 1' 1 I' 1 ' 1 ' 1 r' 1 '1 ' 1 •, 'i' _ - W pit 1- �'' j r.�_ [ r r , ti= -_ - ! . r ' . - - -_ �- 1��g - - -�r-_ _ ' I ' 1' 1 7-7-- _ _ E Pr 1/ -- � Ji I I r ' 1 • ' 1 '1 ' '/ . - = 1111 ,- 1101 -:-:11 - - ! • ,_ )1 . .. . . . . .. .. P - - -__- M__ ,f _., .. R =________ _ 04 r r r 1 . 1\'- " - / , i : 1 11 .F 17. 1 1 �, . ' . ' . '. 1 '. - • - 1' - 'I - y 7 1 1 _,L 1 ,1 '1 ' - - - -<I 1 �^ r . .. .. i -_-_ 7 -- 1 , , . 1 ' ` ^ (13 ` r �,' :' : n i: : ! •)' - �`r N , _ _ _ - - - ,- , 1 `-r�` . . . . .)±..•�' '.I D22 - D. AT ALL LOCATIONS OF REMOVED OR DEMOLISHED r # 11 _ .` ' ' '' '' ' ' ' 1 ' 1 ' 1 ' 1 ' 1 �Y , 1 ' • %.� 5,..----< %".."--. m . •r 1 1 �'■ 'L - '- - - - I 1 ' ' I \' I 1 !11' 1 ., 1 ' ' 1. 1� r 111111!1' 1'1`1'1 ' r' 1' r4' ' ` ' ' ' � ! ' ►�� _ 1 1 _ .Dh22> 1 , ,1D4f� ' 11' 1' ?' « Ur ...y-_ _ ' _ _ y` �ii 1 r 1 - y= - - -'1- � ' :'-p ' ,r , _ 1 111 - _ ITEMS AND SYSTEMS WHERE ADJACENT SURFACES # I I - ! 1 �.' , • - ,�` C/ �_'-,. - ■ y I v IJ22I1 L1 ►_ 1 ' 1 •1 '1 '�D2d1'�'! r 1I 1I1"/ ► r 1]22/ 1 . ' ' ' 1 \D2 %wen. - - - �a 1 ' 1 ' 1' 1' 1 1' 11' 1' 1 ' 1 ' 1 1 1 I I I f 1 1 ,� . 1 1� 1 1 1 _ - _�- �, _ J) �,1 _ _,� 1 rf 1 1 ' 1' 1' 1. 1 III. 'I `I.. . P. 1' ! 11 . 1 ' 1 . . 1. r ,'.''4-_ �, 11 ARE TO REMAIN, PATCH AND REPAIR AFFECTED i`0 ° 1 I _ti.,` _ I 1 111,.. '1 '] 'n r 11 1 , - - - _ I i' _ AREAS AND ADJACENT SURFACES. A AR m ,- - T EA S I 1 1 ' 1' 1 U a .Y ' :':f:' f: ': 1 .111 , 1 * - 111 II 11 Ii' - REQUIRING PATCHING AND REPAIRING PROVIDE 111-- - I # - I _ •,_ - �' '�� '' ' f ,`' - - - _ _ I # - _ _ , _ 11 _ 11 _ J' , 1' , it _ W a 4111 I 1 ' , T �' 1 1 FINISH MATERIALS COLORS AND _ , �,' _ _ _ _ TEXTURES TO N 11 11 -• II _ _ - _ - MATCHSURROUNDWGAREAS ,1 . _ _ , I 11 _ 11 _ .EI ' 1 ' 1 ', 1 , ' 11 '1 '1 ' 1 1 ' , ' ; 1; ,; 111 1 , 1, , F1 1 1; `, 1, ;' r 1 1 � % 1 1 1 111 1 1 r` ------ II _ { _ fl _ lob - I , '� l', '1' I' � I r ' 1 ' 1 ' 1 ' 1 ' I' 1' I' 1' 111 ' 1 4 '1 '1 ' 1 1 `1 ' 1' - _ r _ 1 '11[1 1 11 1 a _+-'I' any y��'(�■�.` , 1 1 1 / 1 f , •1 •1 •F '1 I I` I - IIII1-`-"• - - IIII - III = �' - .- ii/I y ,J.+....1 .--gr Vi R......„►,tl...,- Y1 i111.11AN11.a.Vl.uy. 1.' w weK .. IB.41 i61 91Y9®il_,F 1 0�Y_ • 1 1 1 1 ' 1.1 , i�' 1 1\\\ - - �.11 - - C <D5/0> I =_ -- I __ 1 1 �' �' -,1� r.J��T -- �1_=_ ti I_. __ . 112 _ W.,r I 0 • • • • • • • N 1101511111141111 III - - E. DEFINITIONS: II I hi 1 �J{{' `1 '1 `1 '1 `i '1 `i '1 `1 '1 ` I '1 ` I ' ','1 •]'1 `,' 1' 1` 1 ` 1'1 `1 ' 1' 1 ` 1 ' 1 `.1 '1'1' 1' 1' 1 ' '1 ` ^ 1 I I -'1'11 -� '��, '1 , ` ,' ,' ,1 ,' ,' ,'',' ,' ,' ,' ,' ,' ,' , ' , f 3r.):' _ .. - S '1 '1 '1 ' T�, ' - CI) CD 111 1111 1 �' _ - DEMOLITION/DEMOLISH: _ � ,- l • ;• ;• ;• ;• ;• ;• ; ' , � ,' ;• ;' ;• '� ' THEDESTRUCTIONANp 111 1 ! 1722 >' 'fr ` '.D21 I . '1 ,_ ' i 'i� l - II ��- - '>J` N ,I 1f !. '� • . '. ', ' � ' � � � ' 1 � 1E1 � .` .� .` .� .` .� .` .� .` � � . ' . ' . ' . .� .` � ` � � � ` � � � `, �. ` .�' 1f1 If, �.� 1 �� ) - - - - I11 _ - 11 r I' : ' , , ,,- INI.r.', ' r 'L, ; ' 111 ' I ' ., : , ' �T, -1� ,,�, ` 1 _ II 1 _ _ r� " POI - # 1 . ' , ' , p4� t►. I _ _ - REMOVAL OF ENTIRE STRUCTURES OR SYSTEMS. •o CD47 - - : I. ' .� 1 '� - c - 1 1 i' E'I'F' `r' RECYCLE: RECOVERY OF REMOVED OR DEMOLISHED / .11 _ _ 'W �01 '�, , . , " - _ i1 1 `` , ', '�, I 1 _ .. ro V I -Y S� 1 111 � �� -_-� ;�,� ,� �� ;� � 1> � - ' I y 1.1' !` 1' 1` 1' 1` 1'1 `I ',- .. r I' _ ,'l`1'F` 1'E` 1 1 r - - jj I 1 1 % 1 _ _ _ _Iti ITEMS OR SYSTEMS FOR SUBSEQUENT PROCESSING il1•1r, '1 `1 '1 `1 '1 ,1- I IIIII�� `I ' 1 ' , ` 1' I ' I ', ', ',' - - IN PREPARATION FOR REUSE � `l :y..-:-1/4,311:::::1.‘; 1 - ��. l ` . . . '{ il '1 '1 '4 '[ 'i `, '1 '1 . 1 ' 1 . 1 ' - � �- 1 , , 1 -1. 111: . :':' .1 . '. F. '. '. ' � �f . •�1 ' I' 1 , et a - i � - - ;i I -�`, '' ' ' - - -' - - - - '�- 1 1 1 ,/yy _ _ _ '1 '1 '1 '1 .1 ' , •1 ', '! ' 1 ' � ' '1 ' 1 ' '1 ---------•----- _ _ _ _ _ _ 1 ,. _ _ 711- - - _ • ; -I- ism .Ilw■r' _Z _ , ' , *1 : _ 0 - REMOVE/REMOVAL: DETACH ITEMS FROM EXISTING I _'11 I r l 1 I 1 - I - _ _ _ '.1..1* ._._- - J- g- ', •, ', ', ' , ' I ' ' ' ' .1 'r' �I - -r J _ _ _ _ X__ _ _ _\ . �' � 1 L-. 1 I_ �+ lil I 1 ... W_ - - - - _ '/- _ - _ _ ! ' - _ _ _ _ _ __ C _ _ _ _ ` , M CONSTRUCTION AND DISPOSE OF THEM FF IT Iii r I'� _ _ e _ ' I - # - - - - O SITE Q # - r- - - - - @I %%,. ,.,....7 .--_--_.. I 1 `1 _ __ - -_- 111 i ' f , � Li - i - ` - - -_`"`= 1 t ►L1.. - _- ,r_ ��`_ =1; . - -_-_ -�� _ o II� . 1_..W-'� _- _ - - - _ - 1 1 ommmwr - - - - - �' _ _-� - _-_-_-_---_\'‘, -- - - : I �_ I - - - - - y e UNLESS INDICATED TO BE SALVAGED, RECYCLED: OR sr _ - - _ - ` ►_ - - - - - III --_ I _ _`� IIII 91 - III - 'R "1`_-- --_--1 _ - _ _ ,_ - y -_- _-- , , 1 (1. ` . ' .1■...■_`� 1 _ _ _ _ _ .. - _ .. _ T - _ _ - 1 # ! 1�, J ----V- - - - - _-...-_•'._- _ k` - LJ - _� _ -v' 1• 1' 1• 1' 1, ,';' ,1 , Irl__�i i - - - - - - - -, / \ J •: : : :}►- _ ;_ - - __ j - - - - - Ilii - - - iR - - _ - 111111 1 . Il 1 = 1 - - - - J - - �- - - ■'�III = 1 _ - - - - - l� : . REMAIN PROPERTY OF THE OWNER. 1 1' 1' 1' !' 1 1 1 '1'1 `, _ _ _ Imo,-" `• _ - - a• _ - _ _ ... .. ►,. �- r -_�_- _= I - - _ - 1 _•r.�l ✓ i - I -_�_ I!�, 111111 #I : IIII - II! - �� - -__-- - -- -__-_ ��' 1 - `r= - -_- -_y-fir--=- - -------- - �,'''.', ' A!1',,1 i 1 1 = -__ - =r =--- - 1711;'. - SALVAGE: ITEMS REMOVED FROM EXISTING A.c) �"- . . _ _ - - 111 1 III _ 11 , ` - -s- - - - � - _ a . . _ _ - r- - - - - _ _" _ _ _Jr ., / ' ,' 1' 1' f' f' Z c 1111 ' , ' , ' , ' , ' 'r' .1 . ..', ( ' 1l� '11 _ I I ""- -r 111 # h', ! # 1 ` _ ' ,' f' y - - ,,, ' - 1 1` 1'1' Ir1' I 1 11, ' II. 1' • • 1111 CONSTRUCTION, INAMANNERTOPREVENTDAMAG C' N I 1 '1 `1 '1 '1 '1 ---. - - - r __._---. 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 ' 1 1 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 '. , Q, �� 11411111H1;\ -r--- _ _ 111 1 1- III 11 ?_ _ _ _ - - - - - _ _ II _ _ _ - - _ _- _ - - _ , , [ , 1 IIIIII AND STORE.a , 1 , , 111111, 1 '�'t' 1 r 1 1 1 1 1 I 1 r �. - - I ^ 1■i -- _ IIII■ - I■ - E -.�11■ - - - - - - - - , - I [ 1 _ I I■I■I 1 L. - Ii1+111: 1111■I I 7:1-:-'-:-'-'-, ' 1 I 1 1 1 1 1 77'7' 1 . 1 , ' , '1 '7'11":-' T 1 1 1 1 1 r_ _ .. 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I I,_'' ' LL 1...111 [ 1 r 1 1 il#IIIiIIlIl m I T 1 1 1 1 # 1 1 1 ` - - - _ _ 1111 - 1__ 1 ' ' ' 1',' ,' F ' , 'r ',' ` 1■■ MEMBERS, AND OTHER CRITICAL COMPONENTS TO _ _ _ _ _ _ 1 1 1 1 1 1 1 - -' -_-,1•7.--,--;+- ` ■ ._.._.- I ' 1 ' 1 ' 1' .' 1 ' �. IY - -_ I� - �I I 11 IIIIIIIIIIIIII4 I REMAIN, PRIOR TO ANY DEMOLITION. CUTTING OF c N IIAIIIIIilIIIlIlI1 1 - - - - - x . 1111 ' 11 , ' , iN _ - '- I I I I I I ,J- 1 1 F 1 I I I III I �I I I I I_' - _ - I - MAIN ...._-'- -�I1 , , , / -- 1, N - r _- 1 1 IIII _ _ _ II ` II I II ANY ITEM WHICH IS NOT PART OF THIS PROJECT ,Q CO A.E} ,=__-_-_- , - _�_ .1�1 , 1 iAI III ----;1-----_ ► - 1111111 -- it 1 1 �1 .._ ■. -_- I - SHALL BE REPAIRED BY THE CONTRACTOR AT NO V �� 1 I I I I I I �I IIII # 1 I I I ADDITIONAL COST TO THE OWNER, INCLUDING ANY a0 `') TESTING OR SPECIAL OBSERVATION TO CORRECT THE PROBLEM. I I I I I • Z KEYNOTES: 4 I I I I I I I 010 DEMO EXISTING SIDING, TRIM AND GYPSUM BOARD Q Q SHEATHING AT EXTERIOR WALLS, TYPICAL I- J W 012 DEMO EXISTING SHEET METAL DOWNSPOUTS. Y"` J TYPICAL CO D BUILDING L D I N G A DEMOLITION M O L I T I O N ROOF PLAN D14 DEMO EXISTING EXTERIOR WINDOWS, TYPICAL = m U Hwy 2 ' SCALE: 11$'1 = 11-011 D22 DEMO EXISTING ROOFING AND DECK AS REQUIRED li J FOR NEW STATIC/MECH VENTS 0W WQcft F- A5.01 D27 DEMO EXISTING BATHROOM FAN AND FIRE DAMPER I (NI LU D28 DEMO EXISTING GAS WATER HEATER/BOILER = w cy) 0 r----- 7---. „..--- ----,. . A.1 A,2 A.3 (A.4 A.5 A.6 1 A.7 A.8 A.9 A.10 047 EXISTING PREFINISHED SHEET METAL GUTTER cf) c O m Z T- T T f D48 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY, TYP. O T-- 0 I 1 I I I I i / \ 1 D49 EXISTING RIDGE VENT, TYP. - Q (A.A) - -I - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - _k _.,./„._ - 0 0 ` I- ---I -- -- - ,'1 ir • ' ' , • �.�,I• I �, ,1 1 i 1 i-•--II-• , l 1 ' • • • •- • • • ' • ` ` ' ' '-1 •-1 • • • 1 ` EL D50 EXISTING GRAVITY VENT AND EXHAUST FAN L r 1 r 1 ,-,-_--'1 ,-'-�-�- r' ', '", ' 1- `1 1111. 1 4 = I-1,-1 ..1 .J Y� 1 r-1 4 -, ' r- 1 , 1 -fir ,- , kA --, r- t k, - - - "� '_ - - D.2 E ' \ _ _ - ! 1 ,_ I 1 11 1 1 1 i 1 1 1 , 1 1 1 I I ' ' 1 E 1 11'1 1'1 �,-' - - ' ' 11 ' 1 '11-F'_ .L1�4_._, ,42 r r-I ' �' , 1 1'�' 1 1 , 1 1{1 (' 11 1' 1 1 1 1 - - - - OUTLETS, TYP. I /R v I+ �y a� .y,� a�I �- l 1 l t I I � � f l A +� , 1 ��.7 V A Y B17 - - - - - - - ' I ' I ' P"- 7 f'1 f ( 1"rNr' 1 1 1 1 1 1 I '7-)? r'-,'" 1 4 1 . I r - - I I 1 1 1 I 1 1 i I I 3 1 I I I I I I 1 ' 1 1 1 1 I I 1 I 1 I 1 I / , 1 , , , , , , , , , , 1 , , ,. , r , , 4 S , r 1 1 1 1 1 .1 I , , , , , 1 , 1 , 1 , 1 i ..I w - �I I I I I1.,1,1,JI 1 1 I 1 1 ; ` { 1 1 1 1 I r I [ 1 I , 4 , , , I r ' , ' t 4 , , , , , , , L T �� 1.__ I' ' -� ,T1 , 1 1 ,- r=1 ' T D66 DEMO EXISTING HORIZONTAL BLINDS AT ALL IL. L.' LT ry lam' J • °�1 EXTERIOR WINDOW TO BE DEMOLISHED ❑ I7- _ a 1 gel, CO I l I I I I I � - <D27> _ �_ 0 ''<D27> W CC) _ -_ Di H 0 <D28 ,® --JX- I J �` ',}I \ I �II ) r �' I 1 I /\ I_ • I•„.7-,, 8> r-1 r-�{` / I J r __ c: - - I <D27 1 \' L =l� - ---A-II \ /\ U / irinli j.K.„,_=. L..1 CIC1 _Di_ r I <D27> I --- . I I 1 BUILDING A DEMO FLOOR I UNIT 3.1 1 UNIT 2.2 NIT 3.2 UNIT 3.2- I °� UNIT 3.2 UNIT 3.' UNIT 2.2 UNIT 3.11 Cu> PLANS - LEVEL 3 & ROOF 11 16 1 15 14 13 J11 I I 10 ® I 09 , 08 I I I � I I PROJECT NO. I II � I 1 NIT 4.2 --- �, 19036 1 I . y I _ I ,- L �IIIII�I r1 ' r ' 1 ' 1' 1' 1 ' 1 'i� Anil j. 12 I I. ., .' 1��-> ■.F ' I ` ,1 , 4,1 , 1 1 1 , 1 ' 1 _� - 1 ■ � ■ f�• ` 111111 1111111111 1 1 /.. . 1 r l 1 11111i , , 1 . . •1 • J ■ ,- 1 1 1 1 r i 1 1 11 1 1 1 1, [ , ' , , , , S 1 1 f - 1 I 7 , , , , ' 1 1 rl/�- ! 1 1 1 1 1 1 4 1 I I I I I 1 / r 1 A.C) 111#IIIIII` , I [ 1 1 1 ITr�1 TT/T�11�'r/1 'TIT,YJ'IIIITTI EIIII 11 ' {11 ' , 1 1 r 111111111 PI 11, 1 I 'II1 ' I ' 1/ 1 1 t�r1 Y IF t1r # 1 1 111 1■II , 1.Ij1.l I ' I , I _ _ x 7/23/2020 k' „ I I 1 , 1 , 1 , 1 1 , 1 1 , 1 , 1 1 1 „ 1 1 1 I / [ 1 I 1 i 1 1 1 S 1 ! 1 I 1 1 I 1 r ! ! I I ` F l /`)� I I I 1 11 l l l I 1 1 1 IJ I i l l l l , l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 ! 1 1 1 1 II 1 , . . . , . 1 . 1 . 1 1 1 1 . , [ 1 1 1 , a I . I-. , 4 , , , , , , , , , , e , 1 , 1 , 1 , 1 11, 11--1 -j 1 1 1 T I ■ ■ I , 1 1 1 1 , 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 I 1 1 I - I ' I ' I '1 I 1 1 I 1 I I I 1 I ' I , 1 1 I 1 I 1 I I I , I 'll [ 1 1 1 1 r 1 1 I I 1 F 1 I X11 I I i I , 1 1 ' 1 ' 1 ' 1 1 [1 1 .' 1 1' 1 1, 1 II,I111#:I: r I_ -.- Y �-1-� �--- -1--, 1� -, ..l■111111■4 LI -. ., 1, 1� •le _ 1-1_ ,--r-1-I I I I, - • . .I. . r/T► ,4,I-, i �.1.1I1 --1-4-.'A-'1---1---1 -1-_,_'� ,4 ' 1 1-4--1-'4- 4---I r '.�' - - �� I i 1 1 1 1 r , 1 1 1 '1'1 1 11'1'1 r r 1 1 1 1 1 . I 1 1 1 1 1 1 I ', , ' , , ' , 1 1 ! .....M111011 r r I r �'f1 ►- 1II I I I f l 1` 1 1 1' 1 ' 1 ' 1 '1 ' 1 ' 1 '1 1 ' I ' I ' I '1 ' 1 ' 1 ' E ' I I I # IIII ' I l l l l l l l l l l I ' ' I 1 1 { 1 1 1 . ' . I I- i` 11 1 1 1 1 1 1 I I II 1 I I ' , 11111 1 11111 F 1111111 , 1111111411111 , 1 , 1111 'x _ �- Q A.D - - IIII■I I■L1■ 1 ,1 1 , 1 1, 1 1 11 1 1 1 , 1 1 1 I- -�WnlB 1■I II■I■I I i , , , F , 1 , I 1 1 , 1 , , , 1 1 1 r L' 1 1 1 ' � 11 1 ._I1 ' 1 ' 1 ' 1 1 1 1 1 1 1 I , 1 , 1 , 1 1 , r , 1 rI i ■I■I I 1■ ' yLI 1 L f J -- --- _ l-- - - T 1 I f-1 I r 1 , I I--♦ � I I F-1 Y�9 ! +i--�F I I I 1 1 1 1 1 1 -�--�- E_ 1 I I 1 , , `- _ ■ �II1;1=I.I;I''T� i � r i ,--'.--:- -'� T...�_ �� ,I I: ' I � ' 1 11 11^ r 1 1 r , 1r� i � 1, 1-/ , : : � � ' � a r 1 I , � , - - - ,_ 1111 ' 1,1'1 11'1■1 I Ir C I1 i 1 Y'1:1 1 1:1- a REVISIONS �/ IIII#IIIIIIIIIIII, . ._.. . ' -� L_ �"..-/ 1 !'1 1 11 19 # ��' `�tr`, ' 1' ,� ; ' ,`11 ' ' r11.-e1 _ p ' __-t-_--t_' � , ,' ' , , F _ _�^` � y ' 11,-1`1 ; ..."4' .I .�, r r t1 , 1 I�IItiIII�IIIIIIIIII� , ;, ;, 1 , 1 r r 111 r' - , w ./...------.......\ 1 # IIII # 1 11IIIIIIIIIIti�I# ' , ' , , 111, 1 111 11,E �, ' . ,' , ` , , , - -__, 1 , 1 1 _ � , 1 4 �- -- - 1 1 1 11 - _ ►- o 11 1 1 II 1 I 1 1 I 1 1 11 ! 1 1' 1 , r '1 ' 1 ' -' " - - ^r� ■1 _`_ 1 . 1 1 , - . 1 [ 1 IIIIIlIilllililillll _ _ I z '= 1.61.l�1■1■1■1■ 11P1 I i II I 1 1� 1n ', ' , ' , 11"'71 I'# �_-__ _ ` _ _ - _ _ 1"1 ` J` 1f I I # I I Il 1 1 1 1 I �A.E} I dili1111111iIiiiiiiiiil 1 _ �I : -_FYy 1 1 I 1 , 1 , , , �- -=r ISI 1' 1' 1 ' 1 ' 1 1 1 ,' 1' ,' '' , , iI�I�#�i�l�ll�l l�l�lil�l �� - - I■I■I■I■I■1e1 1� # =_ -+_- el_--------11' III _L_� I lrl■1��1■l�II■I■I■1�1�1■I 11 o° w wte I I ! I I I Q z U o CO o Li_ ct I I 1 1 I I I Q Q U ceW Q a CO _ ( o I z ,- w J BUILDING A DEMOLITION FLOOR PLAN - LEVEL 36 1 EjI) ,•IES SCALE: 1/8" = 11-0" la ' Z oo GENERAL NOTES: Dent0 Ab 4141,7 A. COORDINATE DEMOLITION SCOPE WITH ALL OTHER {` '�l PROJECT DOCUMENTS. �"' B. THE REMOVAL AND DEMOLITION DRAWINGS AND NOTES REPRESENT THE OVERALL INTENT FOR THE • elb ENTIRE FACILITY. REMOVAL AND DEMOLITION OF PO4 ` " D, 0` GON ITEMS OR SYSTEMS ILLUSTRATED OR NOTED, IN 29i8 cc�� GENERAL OR AS TYPICAL, SHALL BE BINDING AS IF [�`�3 REQUIRED BY ALL AND APPLY TO EACH BUILDING4' p 13Qj THROUGHOUT THE PROJECT. LL��'''' C. DESCRIPTION OF DEMOLITION WORK IS NOT V INTENDED TO BE ALL INCLUSIVE. COORDINATE AREAS, MATERIALS, AND SYSTEMS SCHEDULED FOR REMOVAL OR WITH PROPOSED PRIOR TO a o COMMENCEMENT OF ANY WORK. W U D. AT ALL LOCATIONS OF REMOVED OR DEMOLISHED ITEMS AND SYSTEMS WHERE ADJACENT SURFACES ARE TO REMAIN, PATCH AND REPAIR AFFECTED 0 nee _co- 1- ° AREAS)AND ADJACENT SURFACES. AT AREA(S) 0 cp REQUIRING PATCHING AND REPAIRING PROVIDE W o FINISH MATERIALS, COLORS AND TEXTURES TO N MATCH SURROUNDING AREA(S). c _ 0 E. DEFINITIONS: o m - DEMOLITION/DEMOLISH:THE DESTRUCTION AND a, o REMOVAL OF ENTIRE STRUCTURES OR SYSTEMS. -o - RECYCLE: RECOVERY OF REMOVED OR DEMOLISHED Q c ITEMS OR SYSTEMS FOR SUBSEQUENT PROCESSING IN PREPARATION FOR REUSE. re - REMOVE/REMOVAL: DETACH ITEMS FROM EXISTING a CONSTRUCTION AND DISPOSE OF THEM OFF SITE Q o - UNLESS INDICATED TO BE SALVAGED, RECYCLED, OR = N REMAIN PROPERTY OF THE OWNER. a) - SALVAGE: ITEMS REMOVED FROM EXISTING Z 0 CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, 0 m ' AND STORE. I- c6 N I I W - N p ` p F. MEMBERS, AND OTHER CRITICAL COMPONENTS STRUCTURALO -I o co B,2 B.3 B.4 B.5 B. B.2 B.4 B.5 ANY ITEMIN, PRIOR TO ANY WHIS NOT PAROLOFOHIS CUTTINGPROJEOF Et CNj0 co T SHALL BE REPAIRED BY THE CONTRACTOR AT NO Q co cp .„-\ ADDITIONAL COST TO THE OWNER, INCLUDING ANY V co `f' I I " n I I D18> TESTING OR SPECIAL OBSERVATION TO CORRECT D\4> D12> <D43 D18> n /`1, n THE PROBLEM. <014> u U <D18037> <D97> (B.A) �o -1 - - -� _ -� • _ - - - - � J $�- - - - (B.A) - 4.__. 1._ _ � - - - - � - �_, - -� �- -Y -� / _ . KEYNOTES: p ❑ am _1CDal D 7 I111 0 n <D37> \/ Q C D1 EXISTING CONCRETE SIDEWALK TO REMAIN Q Q I y n �>� �f� (1001 ' -I�� I _1 I �' -SAWCUT, PATCH AND REPAIR AS REQUIRED FOR I- I /ND28 ' - j n I _ EI e i 0°I n `� n NEW CONSTRUCTION J W \/- UNIT 1.2 D37>I IC CII I I Iffil <D66� , /� <D16� J . D18> IC U /\ u � - � � �/ D3 EXISTING CONCRETE PATIO/PORCH TO REMAINCO K., 26 "try ^I VIII n�I I �I i <Dta�� UNIT 1.4 If'N. �� 'I n Q ❑ ` 11— D13 ,. D51,I 11 :: - �I �/ .. ,� it I -_ '{� <D21> O 00 "' I=__J - I I ' 22 I _: - � <D28 _ _ Jp - 4--41( U D6 EXISTING STEEL GUARDRAIL TO REMAIN = m ' T fl Tr �/ , � ,� W c) ` III I I I I I 1111 D18> D7 EXISTING CONCRETE STAIR FOOTINGS TO REMAIN, Ce J ,. ) / II - — - - � - - _ - -LULU_ j - — / \ Inr ,- � - - � - - - — - 1 - � - � ) _ TYPICAL OF (4) _J 1 1 nig -1 O ° I I �� - - ' *hop 1 1 II - ° 0 z I U> �� 1 I Ilfr \ 08 EXISTING WOOD PORCH COLUMN TO REMAIN, TYP = N w � ho 1 LLc 1 1 1 1 11 �, , I l . . Q (!) ,` 11111111 I 1D 1 f °O ~ 111111111 µ- 1~ _ < I QoU I „�I. _, D10 DEMO EXISTING SIDING, TRIM AND GYPSUM BOARD 0 iiililIII -II 9 �� UNIT 4.2 Jr' 7,7 V i 1 i I 1 ll>!. -_L . 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COORDI PRO ECIT ATE DO UMDEENTSION SCOPE WITH ALL OTHER 4CY-�� 4,04 11 N CI B. THE REMOVAL AND DEMOLITION DRAWINGS AND NOTES REPRESENT THE OVERALL INTENT FOR THE • 0 ENTIRE FACILITY. REMOVAL AND DEMOLITION OF PQ' • D, 0' 6QMI ITEMS OR SYSTEMS ILLUSTRATED OR NOTED, IN2918 . GENERAL OR AS TYPICAL, SHALL BE BINDING AS IF rd REQUIRED BY ALL AND APPLY TO EACH BUILDING OF 0 THROUGHOUT THE PROJECT. • h C. DESCRIPTION OF DEMOLITION WORK IS NOT INTENDED TO BE ALL INCLUSIVE. COORDINATE AREAS, MATERIALS,AND SYSTEMS SCHEDULED FOR REMOVAL OR WITH PROPOSED PRIOR TO ii. o COMMENCEMENT OF ANY WORK. W 0 D. AT ALL LOCATIONS OF REMOVED OR DEMOLISHED `° ITEMS AND SYSTEMS WHERE ADJACENT SURFACES 0 Ce> _ ARE TO REMAIN, PATCH AND REPAIR AFFECTED I-- ° AREA(S)AND ADJACENT SURFACES. AT AREA(S) 0 a) REQUIRING PATCHING AND REPAIRING PROVIDE LLJ o FINISH MATERIALS, COLORS AND TEXTURES TO co n1 MATCH SURROUNDING AREA(S). 1- ,` " rn • 2 0 E. DEFINITIONS: U - DEMOLITION/DEMOLISH: THE DESTRUCTION AND REMOVAL OF ENTIRE STRUCTURES OR SYSTEMS Ce a - RECYCLE: RECOVERY OF REMOVED OR DEMOLISHED Q '_ ITEMS OR SYSTEMS FOR SUBSEQUENT PROCESSING IN PREPARATION FOR REUSE. o - REMOVE/REMOVAL: DETACH ITEMS FROM EXISTING Ce Q CONSTRUCTION AND DISPOSE OF THEM OFF SITE 4 o - UNLESS INDICATED TO BE SALVAGED, RECYCLED, OR I N REMAIN PROPERTY OF THE OWNER. a) - SALVAGE: ITEMS REMOVED FROM EXISTING Z CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, o v N AND STORE. > 1" I- m N N F. LOCATE ALL WIRES, PIPES, UTILITIES, STRUCTURAL W o r.) MEMBERS, AND OTHER CRITICAL COMPONENTS TO -1 r .1' r� A 1 [� p A p REMAIN, PRIOR TO ANY DEMOLITION CUTTING OF C 3 N I B.1 iB.2 B.3 "B.4 1 B.5 B.1 B. B•3 B.4 B.5 ANY ITEM WHICH IS NOT PART OF THIS PROJECT - om o U �� SHALL BE REPAIRED BY THE CONTRACTOR AT NO T \ T ADDITIONAL COST TO THE OWNER, INCLUDING ANY V °p "' T I I TESTING OR SPECIAL OBSERVATION TO CORRECT THE PROBLEM. II z ! 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'' :,-.., N.,_<"› `/ DEMOLITION ENLARGED PLANS _ II r KITCHEN1 31 , _r { PROJECT NO. I 19036 - -' " o ,, r <\8> 7/23/2020 111 -' III — - - LAUNDRY 1 ,_ REVISIONS:/ \ 29 • - 11L — 29 f- o Z F TOILE_ • TOILET -, 7� •.I w 28 . - L Ell) (D.B} a • (D.B} I, 1-117 ti ce 028) 1- I H Z w �� DEMO RCP OFFICE DEMOLITION FLOOR PLAN - OFFICE =, SCALE: 1/4" = 1-0"..____. ,_ } SCALE: 1/4" = 1-0" 0o >W Z 0o GENERAL NOTES: 4 OD iiik, 4,*A. INSURE 6" CLEARANCE FROM BUILDING FINISH TO e GRADE o- y i'N 5)4 B. CONNECT ALL NEW DOWNSPOUTS TO EXISTING STORM DRAINS 0iiitiAND. OP �j0' • D, Q' BON, C. MAINTAIN A POSITIVE SLOPE AWAY FROM BUILDING 4, 2918 �Cr LINE. PROVIDE SLOPE TO AREA DRAINS OR OPEN AREAS Ito" D. 2% MAXIMUM CROSS-SLOPE AT ACCESSIBLE PARKING STALL AND AISLE 0 E. REPLACE ANY SECITONS OF WALKWAY THAT a o EXCEED 5% MAXIMUM SLOPE AND 2% MAXIMUM < CROSS SLOPE W CC m F. ALL NEW CONCRETE TO AHVE 5% MAXIMUM SLOPE0 c 16' 0" MIN. / 24' 0" / 16' 0" MIN. AND 2% MAXIMUM CROSS SLOPE I— o I UN W o co NI—/ V 1— — — — — — — — — — — — — — — — — . — — _ ..... ._ — — — — — — — — — _. — — _. _ — — — . 1 - . . . 1. II. ,MV/8 . , - - - - r f1 . Z O 1 -- 0Qui }i \. \\,_''!‘: etriX 73: • \N\ : 1 (--------._,, ¢ .I—.—I. .rn 0 _ . t--1 .- 1 i ., ' L •• • C ...... Lr j ' ''l . ...... 5 ,._, — ' I 141 . iii417115 j . -EfFafarmil- f 11 - \ I- -:-' 1 \ [ r N. !�� (_11y 108 2 / Z ;71] . 1 , I 1 \ 0\telk „101_ : :`N , N _ Lli -c-- N4.1 - I .tel — — �� - �I r--Ir. �- - -j C4-I) S E I Lj IA I ( - \-\\\ : eN„, I , 11 Q P _ --r, )D r ;la- _ ..ELL9' I- 1 1L I ., o ill ,... n . ,,,, I CD P ._.... 0 -. L. I 7. lin fi l '11 I \I I II ct BUILDING A i1 • . . . • �� ---f KEYNOTES: O rr - �, H �? _ , \\ - 101 PATCH AND REPAIR EXISTING CONCRETE a Q o 1 _ a II SIDEWALK AS REQUIRED FOR NEW CONSTRUCTION I kik_ foP / 11 \\\\ ` 111 17 � 1 �� 103 EXISTING FIRE HYDRANT m 1 , ,_,_,..1 1 0 NINE NIT 121 ej pp I rr—-�r 1'� \� ■■[ ■■■1 •• • 4 -, f 0 '■■ 111 I I 1 111 or_�, 1 4 ''I I L—. H 1 1 1 b7 EXISTING PARKING AREA CATCH BASIN a O I «~-—-,I, W ■■ "i' 7-114 I MEEK - ,�. 0 7p : 1■■■■11 e - ,e _401 II I 1 1 ■111 1111-�- II '` `'� = m 11-— I `—■■■� , , '� 1111!` �I . .=.-=' —=--=' ..14. _— —J , — , u It �� W -Ir ■ r�r-- I ■■IE MEM {� ten _ IM— 711 IEEE hr-tea k122 I C 108 EXISTING MANHOLE MI I — I _ I �l�_I•I•II +�— — 1 —SII 101 - �`-�" 3 '� ...JIII I1. IW..-4' L {�—J11 " Illh —III - ,, —SII ` I IIIIl 1 =- � --- MII ' mi. ,- ' ' — f I iMA1-02 \ ` ` _� , \ III 109 EXISTING AREA DRAIN-CLEAN OUT DIRT ANDW Q�■ 1111 E m � �� I .._._ \' ,. I ql 111 I �; _aD MODIFY TO AC EPT NEW FRENCH �/ CV W'' DEBRIS AN C co I— == �� l I!`_=- , ' .1 •• '`-k-, r . . _,,____ Al=�1 <1t3 7 �� ,\4 1 DRAIN OUTLET WHERE OCCl1RS N I --- -- — s 109 ! ' II ill, —.l 1141 — I ,� •� '!,. 1 �1` 110 NEW CONCRETE KEYSTONE COMPAC III MASONRY ( ❑ ____,-- I - f •calf \ GRAVITY RETAINING WALL ON CRUSHED GRAVEL — +._..`}_... )22 eI �� 1UBASE, MAX 2'-0" IN EXPOSED HEIGHT. (/) ('� m` III I1 u � _ 107 L �� __ --,i Q ��f 122 <120 I 111 4" PERFORATED PVC FRENCH DRAIN WRAPPED IN Z ❑ 7__ _.,(1.EI:i: ! 11CCIFILTER FABRIC IN 3/4" CRUSHED STONE GRAVEL, O � C 1 1 imp.'" -. a 2 I I ` JF OL- SII CONNECTTOEXISTINGAREADRAIN � CK11 .. t t1 �r� �,�„� �� AlA1.02 — BUILDING PARKING = 113 NEW ACCESSIBLE MAILBOXES Z (0 V Q. - -rrrrr _.�-=.. - I 101 1 I I ,i �, r- 1- 1r ' 0._,111111;- `1 1 1 1 1 E . 114 NEW CONCRETE RAMP 0 Ci- \ - ! 1 11 ■I� a Q z , LI-JH = _—- ��IL - IIa 0 115 NEW 4" CONCRETE WALK ON CRUSHED GRAVEL ❑ o LJIL --- IN J'_ E�II — C, - -rrrrr” 119 RESTRIPE EXISTING PARKING STALLS AND ni ma4p1 . I I I IE II __Ip \____ . , ,__-_- _L ,., r ' : [ NUMBERS PER EXISTING CONFIGURATION, TYP. ..--- BUILDINGB 1 IB�1;;i1 \ 120 RESTRIPE 9' 0"x 18' 0"ADA PARKING STALL IIP _--_-----_ ------ �\ c.� co ' ° '\ 1 1 il; <\,s / 1 o 121 RESTRIPE 8.-0"x 18'-0"ADA ACCESS AISLE NNLJ I - \\ r ! n 122 EXISTING ADA PARKING STALL SIGN J Fir"' 1• - I ,.. -will 1 1��l I 1„, m 1 1 1 Li C_ I I g F-'--o „ I f o I A .i. �� = I '� LL1:iI�== L 123 PAINT EXISTING TRASH ENCLOSURE FIBER CEMENT �� \ -- } 19 z \ SIDING AND WOOD TRIM � .. EMIR g <126 o \ \ 131 _- r[_., [ ■• 1 107 125 EXISTING WOOD FENCE SITE PLAN I \ 126 EXISTING FDC PROJECT NO, • _\ i C� • _� 1 127 EXISTING CMU WALL 19036 ® \ — . yL ,0, 1,- COMMUNITY �� 7/23/2020 i - LEGEND: _ ROOM L-7 T - a I �� y 1 �'l� \ - — o REVISIONS: 1 °�`}} -J - -b� X123 PROPERTY LINE 1 I��! � � r LLJ � i d ii� _ 108 0 ? € ��'!'-= °g" I TRASH N �; SEAL COAT A1C PAVING SURFACE, a w I > > 11 T J r_lr 7 L � ENCLOSUR ® SELECTIVE PAVING REPAIRS AS Z 1 ill , 1l K, I u nREQUIRED w � (-1 -- - I --. i. -,.-f. ; -14'11 - - - W ' -<-I ii I + AS L. \ NEW A/C PAVING, SURFACE SLOPEC g \ NOTTO EXCEED 1.48 ui 111 j \ <\\ r, ..."------------ ;27, 110 127 u ' Q- NEW CONCRETE WALK/RAMP ¢ L1J ciw _ O z Z 17, SITE PLAN EB_ _ _ _ _ 9 o'0A1 . 01 Osc1io0o g" z 1 Z c.�a GENERAL NOTES: - 1°DAb cri*< —41C4tee • A. INSURE 6"CLEARANCE FROM BUILDING FINISH TO 4 L" GRADEiiii414 ' • 'JN n B. CONNECT ALL NEW DOWNSPOUTS TO EXISTING STORM DRAINS • • PO' • D, 0 w GON C. MAINTAIN A POSITIVE SLOPE AWAY FROM BUILDING 44 2918 �O*. LINE. PROVIDE SLOPE TO AREA DRAINS OR OPEN *OF 04` AREAS Ow- D. 2% MAXIMUM CROSS-SLOPE AT ACCESSIBLE • PARKING STALL AND AISLE 0 E. REPLACE ANY SECITONS OF WALKWAY THAT < fa. o EXCEED 5% MAXIMUM SLOPE AND 2% MAXIMUM 0 CROSS SLOPE LU - • F. ALL NEW CONCRETE TO AHVE 5% MAXIMUM SLOPE0 Ce co c AND 2% MAXIMUM CROSS SLOPE I. a U w in W o ca I- N r U ti m • = 0 o U 0 LY_ Q = IXo0 a < o — 2 N Z = c O `4, N 7 u, I— Ip N IL NL11 J o m Ce 3 N < aco U cr Z KEYNOTES: o ❑ / 128 113 \ , _...--• —•--- 7/ \ 100 EXISTING PROPERTY LINE Q Q �.0H ,' ` 104 EXISTING CONCRETE SIDEWALK .• w 112 41>i! \ 113 J 109 EXISTING AREA DRAIN CLEAN OUT DIRT AND CO \ �I DEBRIS AND MODIFY TO ACCEPT NEW FRENCH O i DRAIN OUTLET WHERE OCCURS Z m ` l',. 4- ¢ 'V. - 110 NEW CONCRETE KEYSTONE COMPAC III MASONRY LL 'J 11�. '�° 2 ECV GRAVITY RETAINING WALL ON CRUSHED GRAVEL J M 4 •�- _ . ; . 4. . BASE, MAX 2'-0" IN EXPOSED HEIGHT. W Q H - - - -I Ce I N w /� . _,_ .I 111 4" PERFORATED PVC FRENCH DRAIN WRAPPED IN Q Cr) ( 1C•A) - 1 I 1 FILTER FABRIC IN 314" CRUSHED STONE GRAVEL, 4•+ L-4" CONNECT TO EXISTING AREA DRAIN a co ❑ VERIFY WIDTH WITH 1 MAILBOX MANUFACTURER )/ co m ' 112 ALIGN T.O. CONCRETE ELEVATION WITH ADJACENT co O f_"' EXISTING T.O. CONCRETE ELEVATON O r ❑ r ," 2 ENLARGED SITE PLAN - MAILBOXES 113 NEW ACCESSIBLE MAILBOXES T LU V w 3114 NEW CONCRETE RAMP Z Co 0_ SCALE: 114" = 11-0" — F- 115 NEW 4" CONCRETE WALK ON CRUSHED GRAVEL I = r 0 (• z 116 EXISTING DOWNSPOUT CONNECTION Q CD 0 . Lc) B.4B•5 117 EXISTING ELECTRICAL METER/SHUT OFF AND l _. CONDUIT Q CO 5`- 0" 3'-4" 5' 0" LANDING RAMP / LANDING r 124 EXISTING LOW VOLTAGE PANEL W � I • 104 � Lo /-----\ 112 \` I 40411›, adsv / 4i. 125 EXISTING WOOD FENCE J r (B.A) w - - — - :— -. - - - - - — 128 6 DA TURNING RADIUS J r �__ • ;4:. - -1-1127 < _',` pCnW • .. •I' +-- -, - .4`, 'p. 7 1:10 SLOP . ,_1 i RAMP Oa `• I; ap '. "" • . ENLARGED SITE PLAN B.3 ir - - PROJECT NO. : 1'-� 19036 ,Ci { CROSS _i� ° II— l u l I I I I _ _ SLOPE, . 712312(B.E) • - -- - - . - -- - _ 11 x ozo 71 1.J1 1�� 0° O00o00�oC 0a00o0oaot�0 o JoL00ot1q��o dO/o�G�0aQo0oaa0o0o0 "�OoC�Oolotb old, \17Vo�+a�e . aVo aVa •UoC�,Uo0ova0uo0o1U�oy0auo0 Vo+�o �� 9a 0t'0VC:C°0 ,JCJ�IO OLIO w0 0�0 0�0�0�0�0 � �� .�ic •c0o0o0o0 o0�0O000`. �O �� 0 OOOOOCOOhIOOO 000(0!+ �� 0 --- , 000o..,�v 10 00 �00000� 00 �� o Oo00o0�00000 0, Oo Oo 0;.:.� O 00 0o Oa O O o •o�•o� �•O 0o Oo O O O O '0•= � �s,all• 0 --, 124 a 4 0 91 �� a `0_ 00- /�� ' `' /0 °\.�% II a� o REVISIONS: # ZO 0( 00000001100000c-)0 oL1171 17Q0C),0Q0 L� _,Q{�0Q,O �V ,.L�O'C)01oQgQ0Q0Q0I .tJoQO Q4boob JoQO000looQo�O�b o[�bpo oc _--------J - -11911111 �' 1 4 9 o .0_6:000 o000a 0o000. 00000000000,.00L oOak-00,°000°00 000 0(DM0Q�001000 o Qo OoO. ",Oo Oa 000000 Oo0Oo000o000o 000 0000 00000000 0oa 000 0 0000 0000 0 0000000 0 000 000oC0 __ " !'1''''" I•. • , i:-;._. :� Z 0Oa 00 ,12,_. �o �o Qa do 0 0 o o a, � O lib OO Ob Oo OO OO Leo X10 CO OO 100 lib OO Ob COO QO 0b L7b 1101..13 X10 OO Ob OO Qo IDo OO Qb(�O QO OO DO Ob OO OO QS OO Oo OO OO OO OO C - E=g1=_ _ =qr==1E_pp-= - J 1 I II " ' a a E p•l000{�0, Oo0Qo0c.Oo0Oo00o Oo ��oOOp ��po�0�}oQ��00��0 00�� Oa Oo Ood00., 000.Oo0•0o0000a00o C. O_nOOo Oo Oo0000QnOOo Oo 0000 Qo40o 000 0o Oo Qqo Oo O 1 II 1 II II 1 1 III I O- w JOlJQ O O�O O �O O`JO O O�� O�O 7,q); O�• O�bJG 1J0�O Q O�O O O O O �Q O O�O O `JO O — II I II II I II 11 Il -`' + U b II I II H I 0 �00��0 Oo00o 00000000 0o00oDO�00oO0oQOo00o00o Oo OQOo00oaa0o0o0oa0v00u0QoQ00o00o0o0a00o0o000o0o0O00aGbOo00oc7o0oDOoa0o00oa00o0000o0o0cr II 11 '' .i W ❑ o as o ao 0 o Qo u - 0 0 0 o a 0 0 0 -9')?.? -19!.9 ±D1?. o u a o 0 o II I II II I I II ��'� Imo,' '1� �� ,��'� ��,� '�� n'n n, n�' ' ' �,n l''� '��' '� ; �� '�� n n n n n�n�n n n n n�r ,�;��n r� r 111 109 II Il '=$°MINT I & _F_,..E= 1.7..=it==It==1.=.=E.=- J II '-%. " -. ' • . 45'-4" i ._____./ 3 Eh \ ' L.L. n _ ---- --- N, `I �� 4 ¢ F HA6.03 �'104 100 ® Cf1)01 E � Al , 02 SCALE: 1/4" 1 -0 SCALE: 1/4" 1 -0 o a rGENERAL NOTES: $sSDC A. A.2 A.3 A.4 A.5 ,53 D A.6 A.7 �A.88 A.6 Al 0 �� T T r 1 1- i A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, A I I I I I I UNLESS OTHERWISE NOTED. DIMENSIONS ARE FIN Jr 19'-6" 14'-0" _ 16'-0" 16'-0" A4.02� 20' 0" 16' 0" Jr 16'-0" ,, 14'-0" 21'-6" j, APPROXIMATE AND SHOWN FOR REFERENCE ONLY. �� 7 �.� FIELD VERIFY ALL DIMENSIONS AT EXISTING I 1 ® I I A 5 ALL EXTERIOR CONDITIONS, 0 se 1 WALLS THIS 1 �\ 1 1 T ELEVATION B. REFERENCE ASSEMBLY SHEET G3,00 FOR WALL '4 1 $ GOND rail','riniiiiiiiiia'r 'I'I' I lI lr 1 1 r' I r 1 r' l { r rr r r r _ �iiiiiiiiiiiiii�iisiiiiiiiiiiirl�iiiiiiii ' ■iii i_riiiii..iiiiiiii ilii.. _ilii rrairaii_i�rii_ii Q TYPES AND TAG INFORMATION V(A.A}_' - __ __ __ _ - - .� i » � � - __ ::��a�c-aaae�e -,�,��. ildl!l�rJil�_=� �� __-� - - - - *OFCs1`iT,T,T,TITITITr ii D7 s III= =ii =0=aI �..r�i�� iiiiii ' gr=r�muo=Si0',j A rromm .=iiimNrimammm.aI.armw ifim� 1saLwa _.�.:=__=:a0'I�iiiiiil=i /'� .- �' _-Ci !- aa- iii.iiii�.ci--mall" i - - i _ -- siiiii i.�.►�iiiii.aliiii�iiiiiAiiiiiiii �11lwliiiwiiiiii'iiiiiii G 1 ---- --__ i iii ii..iiii ii+i..�'• ..___ ilii /iianiii iii# iiiii - u 7iiiiiiiiiiiiiiiii i L T �,T, .IE� , ; 1aallisii iiiiii iiiiwT L .� L-__�'a iiiii.., ii. ..ii iiii�iil ,I - - - C. PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS iiiiii' .iiiiiern: ilii . ----- - r \ ! 1+iii stili, iiiii iii - • 1 sBi��eiZOi Area r�Ira:n I 1 ' aiiiiiii�C iiiiai ij' iiiii EXISTING AND CONNECT TO EXISTING, UNLESS - (A.B) , r �� ! ,.iiaa .iiliaa- mug=iiih r i al.iilLJ_ Nom i -� =ii i `iiiiii ilii#ll! ! •II NOTED OTHERWISE. __, JU r11111 1 iv °OW ' 1 ® Oo 1iv D. ROOF ATTIC AREAS SCOPE OF WORK: 4 a-1 I A 5 00' O° -1 a opI °O 00 - Ili1BASE BID: REMOVE EXISTING BLOWN-IN ATTIC I OO f°� �/ ' r \� 1 ° )/ \� I I ,o0 -111!!!1 INSULATION, AIR SEAL ALL EXISTING CEILING w 1 T , Q IIIIII1 PENETRATIONS AND PERIMETER WITH SPRAY rn °g ;1 • O° °O . - O° °O [ !1111' FOAM, AND REINSTALL EXISTING ATTIC [ • _1 00 Do • \ I a - F / 00 Oo-I \ I F III INSULATION. REPLACE ANY EXISTING BLOWN IN o = 1 9 am •Iy1 0- k 0. 1_�� III • .� h�O ILII! INSULATION DAMAGED BY MOISTURE. INSTALL0 t.} �, �� 216 �_ 216 H 216 �_ -: 4111 1 NEW EAVE VENTS WITH BAFFLES AND STATIC ' ® �' I •, I . } ! !_ 1 2 VENTS AT ATTICS A I M 8 K T IMP LJ.I o © I 237 r� \ 4> / .� 1 O ROVE cn _ _ 1 A4.02 VENTILATION. INSULATE AND PROVIDE SUPPORT N " RI1 A4.01 - O i I 216 'i +I ® 1 / In I .�1 \ �- - 0 1 I, ! o STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN - c' • 1 -_1 `_' ---- -- '--- , -= .�. i I= _ _ 1 `-' 216 illi THE EXISTING CEILING AND BOTTOM OF ROOF I o� M 1 I I . E� I- I s�pliri, Do II; . M DECK. PROVIDE A POSITIVE CONNECTION AT V oc, _ EXISTING DUCTNENT OUTLET AT ROOFS 1 1 roc o I ALTERNATE#1: ADD BLOWN-IN TO ACHEIVE R-49 Q 4> UNIT 3.1 UNIT 2.2 �/ UNIT 3.2 UNIT 3.2 UNIT 4.2 UNIT 3.2 i UNIT 3.2 \/ UNIT 2.2 I UNIT 3.1 A IN ALL ATTIC AREAS co_ 16 1 15 14 13 �I 12 , 11 ' 10 09 08 ~ 1 T J 205 1 U 0 "------- 6 KEYNOTES: Q � - N I / , X01 ntarva I BMEL EXISTING FIRE EXTiNGUISi ERCABINET :: LI o I g ® 1 0 ti ® 1____ 0 ® 0 4 0 203 NEW FIBER CEMENT SIDING, SEE EXTERIOR Q a� �\ _� - I s - t- , O 0 0 0 ® 1 Q M A A ' Qo r. ,, . ,____, ,_____.ii r- 1 ELEVATIONS N T - - I _ • 166 . ', L4 limi ---- ; - - i. -- N. ;1� \ / \ / t- .r, �_ _, ; T I I a 09B - 086 { ' �a A.❑} i _�� _ I _ / _ i T. J - - - - y -- - 11 a _.1 L4_ 208 - e' - °i - 204 NEW VINYL WINDOW TYP. I W o co 1 � r. LL - L4 - -�� - .- � - - a1 - � �� - LL _ 1 SEE WINDOW SCHEDULE � / T I = .L4 - - A 5 136 ,- • - �: L4� i0B ` �-) � W� �1 i J L4 �� co r-5o - -•A-S` 1 "v ON SHEET 1 A. 5 A •5 �� L4 a / \ \ "■ i I I 208 r�. ` • 208. W I L4 �� c_, . �i L4 �� c ®o r 1 I mac++ r �� L4 - - I - .11-- =-- it.) 1 - T- a� ., (A.E) J 1 -� -�1 T '1141,2°8 A 5 1 _ Q o "> A -5 I m � I �© 1 205 NEW EXTERIOR FIBERGLASS DOOR, TYP. -SEE DOOR L z 0 r ;. 1 o I °° i .I I 1 T J ! I 209 c., o �© C 3 209 �O i , �� '��. 1 T�T ' -- --- 11 I ® pa © SCHEDULE ON SHEET A9.D1 V m �n I 1 � - 209; I ® , - I I 0 C' 3 0 ` 0© I o 209 2091 'I. I \ r S ;,: '-' 209 1 a" �' = ® I 209 C 37 ' • 214 206 NEW PREFINISHED SHEET METAL DOWNSPOUT, TYP. 0209�eI PAINTTO MATCH SIDING A8.23 I 1 I a ,. ..�..4. J I i' � I 1 _ - [ If.- 5 G COLOR Z • 1 ► 1 ® .. _. . ! 0 TYP. AT - !, 't; 1 ' 1 I -,I _I I;I'I.'-I I I , ;-.. ° 207 NEW PAINTED STEEL STAIR FRAMING, GUARDRAILS wwwr{ ❑ COLUMN 1 207 1 _ _ -_ I �.:1 �1 �_ I AND HANDRAILS WITH PRECAST STAIR TREADS AND -� I 207 STAIR 207 I I A4.01 1 � � LANDINGS Q 1 207, 207 207 TYPE 1, A6.02 U 208 NEW 3-112" CONCRETE TOPPING SLAB OVER �� TYP OF (6) -- 4'-0 112 : DRAINAGE MAT OVER WATERPROOF MEMBRANE, W 2314" '-6112" 10' - 5314" 8' 6" 5'- 83/4" 8'- 0112" 7' -8314" 8'-6" 7'- 83/4" 8'- 0112" 10'- 11314" 4}'- 11314" ( 7'- 8314" S'-6" 7' - 8314" 8'- 01/2" 5'- 8314" 8'-6" 10'- 5314" ''-6112" m /- / / / / / / / - / if_ / / / ,, / 1 I 2'-2 314" MATCH EXISTING SLOPE I ❑ 4 209 NEW STEEL GUARDRAILS-PAINT = O BUILDING A FLOOR PLAN - LEVEL 2 _ - _ -- - W m 3 ' SCALE: 1/8" = 1 -0" 212 EXISTING STEEL GUARDRAILS-SAND AND PREP FOR Ce -.,I NEW PAINT FINISH LU < CO I ~ �� 214 EXISTING COLUMN, PAINT. TYP. re I N W A.1 A.2 A.3 A. A.5 A.6 A.7 A.8 A.9 A. 10 Q tico - �_ 153 -0' �,/ 1216 NEW GAS WATER HEATER/BOILER WITH SEISMIC �7 ❑ ) ( i � FLUE OUTLSTRAP pET AND DRAINAGE UTLET EXISTINGAN, CONNECT TO GAS LINE, 0 CO Ct _ „ 6,- 0" / 10' - 0" ), A4.02, 20'_ 0" . 10'-0" 6'-0" .), 6'-0" 10'-0" ), 35'-6" O m 33' 6 , ), 10 0" �, 6' 0 �, 1-- 2/ ) 228 1 A 15 WALLS THIS ALL OR 22g 228 EXISTING GAS METER Z ❑ - 1 U, 1 T ! ELEVATION I ® I I I 0 r C 229 EXISTING ELECTRICAL METER AND CONDUIT, SEE fy / \ <2( ----...4.7. ,1-3_0_ (�, G D5 •$__�G\1) _ G C)-__ p Io S G G G p DETAILS & 12IA8.22 0 " Q LLI \ / I _ -(11) -le L I - - - - - - ;fie___ - I - :L(iA 231 NEW FREEZE-PROTECTED HOSE BIBB, TYP.A.B GI ;A237 I .I4 1 MI. I I .I, I ,I. I y ��} � i235 FIXTURE SCHEDNEW OULETED LiGHT FIXTURE, SEE LIGHT z- ' I I 1 5 > L b 6 1 T 2361 236 NEW WALL MOUNTED LIGHT FIXTURE, SEE LIGHT J I FIXTURE SCHEDULE r" (- I I I - I L. ,� M { L.LJ A 5 L J I �- ��-, r - lII_____? = - I �� 4,_ ter- L1 Q 237 NEW BLINDS WI ® o !f o0 11 1 T rai Q I 1 I I 1 Q N /n '^ 1 P r\J-_-__-), _ _ L L'L-PQ o0 00 a F °o o°� ----- LEGEND: Q T Ell .1k 204 -- I E.14(2____,) .1 J 1 PJ 1 Q 10 �A4.01 M J Li 1 �� IH a - o ,� 1' . E. I �� , i 0 GUARDRAIL TYPE, SEE SHEET A6.04 Il'1\236 ‘ P I �� I ry L- ____2i - _ _ I- i 1 ® XXA DOOR TYPE, SEE SHEET A9.01 1 . P, 1 - I �, I ° . , _ y� 9 C > BUILDING AFLOOR P - L3 _I . , -� A8.21 11 PLANS UNIT 4.1 A 5 - XO VINYL WINDOW TYPE, SEE SHEET A9.02 LEVEL 1 & 2 TYP AT Ao ` 07 I UNIT 1.1 � UNIT 1.1 I UNIT 2.1 -- I UNIT 1.1 I UNIT 1.1 1 I -__ UNIT 4,3 1 1 T J INsiDE 1 ,-.N CORNER LX LIGHT FIXTURE TYPE, SEE SHEET A9.02 PROJECT NO, 06 05 04 1 T 03 02 I 01 � o I 1 I I I � I I �'_� � 19036 11 / \ . \ C0 C0216 • !' I A 5 WALL ASSEMBLY TYPE PRIMARY COMPONENT (A } ' ' ' _' ' ' 1 T LETTER: EXT. WALL TYPE 1 1-518" STUD ,C" __Q E4> �� < I NUMBER: INT. WALL TYPE 2 2-1/2" STUD x 7/23/2020 �� DS o , �' I-, ,, - - - - ` 216 - - o - n D - - \, A § - - 216 ® * 0 1 ^ 0 0 6 I 6 -� _ __ 3 3 112" STUD T $ � `r¢t _ A ___‘ 5__ 1 B B _ 1 i -- - i A A 1 / B 3 DESIGNATOR 4 4" STUD ¢ 076 - - - - I o I Q ' o I. o ,____7_,-,____=:,, -Q - 016 I REVISIONS:, �A,D�- - - - - '� � ,1 �,�� ' Ni- U - - - - - - 1 -� IX # I 5 5-1/2" STUD o � �� 1 31a - -Y - - - } - 1- -C 3 - u, an T 1� 205 066 ` T) 05B r Ni, �� 038c7) 026 ��I T �[� rn - _J 6 6"STUD 1 - --41) 11 .;■:SII ,I • - it t 0. W ilii - -- - ---- DS -- -- L2 1 - 0 L4 _ �� r 4IIa • A 5 „ - ---AL2 + 1 L2 1 - 1 T �' p__ - --- a L2_ g,I, r� - I I11 lli 1-4 \ REQUIRED FIRE WALL INSULATION z �' �/ ' Pr -if W�236> 1 '�`-- DS A r ,,,, - o - - „I� , I L2 A 5 pc�, --�I �� 'uFL 236 , __Baa w 116 cch IL _JI, ` 1 �� I A 5 I IL__ 'I _ _ at.__;;li I CG „� - �, :- - __ Illin ; --Jo A$.21 RESISTANCE RATING NON-INSULATED x ar C 3 , -';` _ 4> 11 T :r__ I; I an mli -_ Il - - _ � NON RATEDIlan-- _1_�TT �__� �__ I 1 T '� ©® --quaC 3 A ACOUSTIC BATTti , IL_ i >r'1-tea Ilrar - -" - - -I� - I 1 I 1 - TYP AT T THERMAL W 1 - a ' ■■.� I -3L --441 �© �m__� - �- -- I' �_ _ �' 41,_ I 1 1 HOUR Q Ii ;� F. OUTSIDE 2 2 HOUR 'FOR THICKNESS ANDaa -� A6.21 -, u _ Ilu �! ,� nli IIaCORNER R-VALUE. SEE 8 2 r .� T 44 , a1 �. Aif -Ina C 3 lair--tea 1 I �} 3 3 HOUR _� +11 I , , {. `�. 1;1 • 'r , , I II II a a '� ri-.7. 1 1 11 -- ASSEMBLY TYPEw, L .i " . . TYP AT I< aa II1 1 - 212 ■■ :11 , , • a a = � IJ ¢ X20 , 212 235 - - PORCH . -• - _ a\/ to 21 • 207 I I 1 / ' A4 01 I I I \./ w a 207 212 207 +® ® 207 < 1 STAIR TY1, ¢ a A6.01 TYP OF (6)PE c!) I 19'-6" 14' 0" 16' 0" 16' D" 20'- 0" 16'-0" I 16'-0" 14'-0" 21'-6" z o BUILDING A FLOOR PLAN - LEVEL 1I ¢ 1w SCALE: 1/8" = 11-0" - o -o A2 • 0 1 o ,, , z U2 BUILDING A ATTIC VENTILATION CALCULATIONS: NO CHANGES TO EXISTING ATTIC VENTILATION FOR ATTICS B, C, D, E, F AND H. GENERAL NOTES: Dc ATTIC AREA A: ATTIC AREA I: ATTIC VENTILATION CALCULATIONS BASED UPON THE OSSC - SECTION 1202.2.1 ATTIC SPACES: C. NO OPENING INTO ATTICS GREATER THAN 114" IS PERMITTED. 411.A D. DISTRIBUTE VENTED EAVE BLOCKS EQUALLY AT EACH SIDE PER A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, AREA 73,228.3 SQ IN 73,228.3 SQ IN A. THE NET FREE VENTILATED AREA SHALL NOT BE LESS THAN 1/150 (1/300 EXCEPTION*) OF THE ATTIC AREA. A UNLESS OTHERWISE NOTED: DIMENSIONS ARE �1. y - faN et --__ AREA OF THE SPACE VENTILATED. EACH ATTIC AREA SEPARATED BY FIRE WALLS. PARTITION APPROXIMATE AND SHOWN FOR REFERENCE ONLY. it1M AREA VENTING PER 1202.2.1 244.0 SQ IN 244.0 SQ IN WALLS, SOUND BARRIERS, OR OTHER SIMILAR OBSTRUCTION SHALL BE VENTILATED *THE NET FREE VENTILATED AREA SHALL NOT BE LESS THAN 1/300 FIELD VERIFY ALL DIMENSIONS AT EXISTINGpal INDIVIDUALLY AND COMPLY WITH THE VENTILATION REQUIREMENTS FOR THAT SPACE. OF THE AREA OF THE SPACE BEING VENTILATED, PER OSSC 1202.2.1 CONDITIONS. • EXISTING VENTS 156.0 SQ IN 156.0 SQ IN B. ROOF VENTILATION IS ACHIEVED THROUGH A COMBINATION OF CONTINUOUS RIDGE VENTS EXCEPTION 1 PROVIDED THAT NOT LESS THAN 40 PERCENT AND 101 O, �0� AND EAVE VENTS. NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA EXISTING ROOF VENTS 250.0 SQ IN 250.0 SQ IN 1. RIDGE VENT: 18 SQ. IN. / 1'-0" (LINEAR FOOT) PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF B. REFERENCE ASSEMBLY SHEET G3.00 FOR WALL '918 • 2. STATIC VENTS: SV(E)1 = 50 SQ. IN. THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE VENTS TYPES AND TAG INFORMATION �� NEW EAVE V•ENTS 202 .0 SQ IN 202 .0 SQ IN SV(E)2 =66 SQ. IN. WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY OF Q TOTAL PROVIDED ! SV(N)4 = 38 SQ. IN. EAVE VENTS. C. PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS 608.0 SQ IN 608.0 SQ IN 3. EAVE VENT-- 1.75 SQ. IN. / 1'-0" ( LINEAR FOOT) EXISTING AND CONNECT TO EXISTING, UNLESS -- _..-._ - NOTED OTHERWISE. {.3 p r� /� / A.1 /I 1.L \\-A---1---) A. �A.S A.6• A.7 'A.� A.9 A. 1 0 D. ROOF ATTIC AREAS SCOPE OF WORK: a o J \ \ / \ \ BLOWN-INU BASE BID: REMOVE EXISTING ATTIC 0- A4.02 T I i INSULATION, AIR SEAL ALL EXISTING CEILING • I 19' 6" I 14'`0,, I 16' 0" 16' 0, 20'-0" 16'-0" J 16'-0" I 14'-0" 21'-6" I PENETRATIONS AND PERIMETER WITH SPRAY j r -. - - - y - �r - FOAM, AND REINSTALL EXISTING ATTIC I I J INSULATION. REPLACE ANY EXISTING BLOWN-IN . o / ~ mow iwi--- i iii-i iiirs7-iii�iiia■ •-i-- j r I DS ' DS I DSI INSULATION DAMAGED BY BAFFLES MOISTURE. INSTALL DS I ' DS DS iiii - ■� - -. ._ �� -- - - -- __ ■i ii -- iii ��- iiiiSTATIC NEW EAVE VENTS WITH _ ai -m-a- iiiitiiiiir�_ i rra. !ii ice■ - - - i - i�■ ---i- - ■■iiiii�iwE- =- _-i-iiiii■- ' AND 62=��=5Z-=� z - ?- .- Z= •3=�Zc�=».�=J oE� '�.�.J - - - ��c - - 'va,F2= T -^, - •e3a•� e =n,--�?1:_ ��•=�3- Ze rEE��S =E __'ate=�Z-e��-- - =E2-S3=e c5�� '`e E��ll' r - O (A.A) II ---.. ...--- ■ -i----- _ - -moi--i --�-- �wMI=i i--r.=i =-w�---=- ---i-i roil, 0 1��.'MINI=== iii- 1 =■irr--aw-■-•• -- -----aiiir-------i♦■-■ VENTS AT ATTICS A, I. M & K TO IMPROVEW N -- - - - iiii- �� a_ _ I■1 ,-iiww.■---ii--.■,�1-.I'll -I, ._ _ •a.�r.rri.rTiw��iilr�.i��i - ;;L *L-■;��- �� :;..:��--�i��-.1-�i-�ii�i!-.�ii�iii•• 1!1111; - -• j •- I - _ r j , II��"��Ir•. .- '"' ZZ mi, - VENTILATION. INSULATE AND PROVIDE SUPPORT I- { ---i- - ' l , �. _��- 1 `` . 1!1■ -�i riLs��r■ill�ari'Ti■�a�i-iaii■�■i sir _iPi�!�ii� �w--iiia-ii-iliii> ��a�s=�- - �w�■IIT�i��.�IL��ai�Il;lll! r R'�`1��: - ... STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN - °' • �� in ..a-----rrrr-i---=�-�'��• "_ ___ , .11 ; y`I ----- '- _ _ _ 1` 1 ''` • -- - • �- - - 1'1'I ^r -_ _ 1 - _ - _ - . '1 `I �� ;'1'1` I 1'1'I. • 'MM.-■;►�11 1 �- �~_• - _ _ _ _ ��-- iiii - • ninon' THE EXISTING CEILING AND BOTTOM OF ROOF3 a-aa---i--- i- , - -. r ii�iil.-i--i --.. Ziii--Z.' - - - - - -_ _ - - - - - - - - - - �._r iii----sl!.----`r--- - `� _ ____ _ _ _ , _ ...._ .,� =-r 1-`� Ilfl__ II 1__ _ _ _ 1� �. I...�_ 111 I _ I I I;I�� , �w - r' (A•B) -_ ===IN=�=�_-iiii-- - • - - - - -• - - r __-I�1'1 - 1 - III _ _ _ _-- I --- _=- , r _ _ r:•� �_II 2 2 - 1 - .,...- I11p�. � --� - - - - - - - - - - - I ° i-ii-iiii•�Ir.i-iiii-' i-ill _- - li ■1 1^ - ^ .1• `�..-�" JI h 1-■n� i IY�i�ii""�-�i=�lr:�+� ■��ir-ir��C�' I DECK. PROVIDE A POSITIVE CONNECTION AT (,� m +Ir -�sm.i� ��- � li . 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N - - - -- -- --I-1i- ---rr u�i-iiii-i-- ■ ■---_---_----ii--r =iiii-iii----iiii-ii--ir_-_ - -iiii- 220 N 1--i----ii■ �-ii iiii--irrr-rii ----iiia•-i-�i Lrlrii-- iiii-- _ - - - - - - _ - iii-- co --=,Ir,r, -_-_Z- _---_- w --ii------.-_--- -------.r....., .rr�� - _ _-_-_-.........%r ,sr f�r.:r�r y .................i . -- -----i- y�,,1�--_-•riw-i-- - - - _ '- _ - _ STRAP AND PAN, CONNECT TO EXISTING GAS LINE, Q o - 23r i re-�1-17t !- ------Ai Mi-ice MIM WA---- I • iiii- I-------■•i- -- - - _ - • • -----■■ 1 I 1 I---iiii-` i ii--------i-wa■.i■■--}-iiii- ._ -i-a--iiii �- - _ - _ - - M wa--rAf,1/i Z ---i-iia ■ •-i-i-r--r.i---111' -iwi -is--- r7i■�a-■► _ _ _ . _ _ _ --i-. l - 1-a-aaaaa..` i--w---i---a-r7-.�r -- - _ ai•�-��'� i , _ _ _ _ - ,` 0') _'_1-_ a--•1� sw Ila 1k'.1; -iiii-- i -1-i-i--i-�-w_i •iiii Iwliw--rte• I ri - - - - - - err w ea I--i-i-i w------i-i --i li FLUE OUTLET AND DRAINAGE OUTLET `J 4i--MW.M1r'.--crow-- �-1 �-��- r��■irrrrilr-�� - a ^ �� MIME --�a.�-��- - i�-��i-��-■--�-��-' ' we L.MaLMs��arw��■1I -------- n _ _ --iiia u-iwa aD I-0 - - - -, - .1_iiii-L\-■M-I-i , - - -i--ii iim■ ------- i__i_i . _ _ _ w- '-'i_ i iw■MMMMM ��i-� - - - - - .- _ _ _ _-_-- •--i iMMMM_i_-i_r_-i>- - - iiiii- --�--i _ - _ _ _ _ iii_-Iters--_wii\ _ _ _ _ _ - . . r-arra•---i-/•_--_.- I'R,. -::--fir !'7-i-riiii-i r ! --•-- •• +-�w--a.i-.IMMf' _ _-_-_ "_ _ - - _- ii!-wiiiiiiiai _ _ - iri-_ _--_,-iia-iii--iir_- �r� �-■Ir _ - - - - ! _ _ _ _ !i-_•---- _ _ _ _ ii-iii- - i•11111■iwi --ai-is----T_ _ _ _ _ - i-� �- ----Iii _ _ _ _ _ _ _ MM- ---iiii-- _ _ _ _ _ .. -----ii -w 1i i{__ L _ _ - _ _ _ _ _ _ _ i l_ iiii ..-. _-- f - --------•.L.■ --------- ,,. ---ii •---_--_-iii _ " - - i I• i-i ■ - _ _ ^- - - _ _ •.■-iiiiii--ill'�r _ _ _ MMM iia-it-�-1-. - -Ir11�i�j- aaa-��--i--Ca 220 NEW MECHANICAL EXHAUST VENT AT BATHRROM - ■ ■1--■•-ii -- i--11---i ■ ION - - .•-__-iii--i- _-,- - i-•• •11•i_-_ -i li _ '!? - -ii---ii- _ _ _ _ _ _ iiii- MOM - _ _ _ _ _ i:■ - _ -\^ _ _ �LI4 - iiiii f_-_ _ _ _ _ _ _ _ _ _ iiii iiii -�! y, _-_•4 fir.-. - . I.aa-m�� - - - - - - L - ;err-je�: ' - Z - --- - - - - _ _ =-=:-i- ��,_ ______________.._ 7 -Nrl ii__rr - - - - - - - �".�� ami - - - - - - - - - - e•a- I---��-- - -_-_ DUCT TERMINATIONS AT ROOF ` ••• - - -- is--ir/ -___-___- i.li., -i--t -� - - _ _ _ _ - - _ ^ , i- _ - _ _ _ _ _ - _ _ _ ` _ _ _ 1- ....-i - - _ _ - _ i!- - . - ■-� - i iiv� - Z ■- ........wal _ 1 1r-ii,-s� ir�- ii ___-_- - - -1'fR . ._-___-_-__ =NE r-a - - - - - - - ,is --a-- �___- a9 - -_-_- ''MMM ,.. .MIM-...- -- it - - _� - - - - - 1.-- �ri■� - ---'_�■iiii- --_ --�. H ,� .• 11 1i '�•-i----- �■-_- ��.-- 1_ r-� 1 _ _ 1 b' _ iiYia /� - ii �4I1 - 1'l,�ai-i-w w-iiw„:i- - - - ' ri��--i /� ��r _ _ ^ _ _ ^ - i �--�r- - 1ti 1 8 12 - - 6 12 - -Iii- ti _ - _ 1 _ . -Ir'-ii w mu m �l1 1 _y•_'_-_- " " 11111IIM-m -r �-Zs m�i'� - na _ . . . , - fall I - "•�i��'tl' ' ' - - i..kl - ►T=-�i •.moi a�:wr�•-'��II;1 - (III - - - 1 11 --- -�■"--� 221 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY TYP. (A.CI - 1 - �' f� I�I_�1 1� - I II •Iaa -�.C-��Win ' _ - - - - - - II. � ; - - - - - - - a■.. Il _ J -: Nil\r�rr •- ..... I■ _ - _ _ 1.6�''.4 n iii I -- ❑ 1 ! 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I - �� - •- - iia _L.,_- -�-a iii nii-iai■! BiL._....„...,_-_-_-_, - -) - - --=RI - - - - :- -iia■■swai■i-■.w-w.1 - - •■ i----1 - ---rmi�.liiww-airiiiir ,� 1 ' t ik _ - .i� -■��i: - ...L._%.4.._-_-_,..„_...4 - s��■ �-�.. �i�- _ ' i 1 1 .i�wc-'_�--_�' , -- - w r.- -i4 1�_�_ - 223 EXISTING GRAVITY VENT AND EXHAUST FAN J w " I.. l -1r--_ ■■■1-��-i/ � - - -- i-■■-_-i�iii�i■---i C. I_- - 1r - _ II T-J. _1_ 1 •1■-ii■■ iiY�ii-iiiii _ _ _ _ _ _ �. . iw.: - Ali --IiI - . • __ iiiiiY 1 iktisi■i■1- A _ - - - - - - -`- ■ ----- I 1 1. ■ ' a I -!1', ■ ■ ■ ■ I _iiii- al------a Yom-41.j ___.,m,- •__,2.,,_•-•..i r _ ww�� - I -_ I ' - - - - - ,�ii�_-'I r .w ■.r+��.i� _. _� ice- ��-ia��iZ■•�a IILIMIN=^ �� --�J 'I OUTLETS, TYP. J 11 1 iwi-,1 1 1 1 1 ■ - i-i-iiYl. �1�i-----ilr�l-. iiii- I. 11111111411 1 II 1 11 1 Il -w■-iii--Ir•, I - - - - - I (A.E) d5 I _ l;. II■1�■--■■i-11■:� 1 _I 1_ _ 11 11,1.1.1.111111 1111 ' IAV-i■■--.11V• I , _ _ DS 225 NEW BATHROOM FAN WITH LED LIGHT AND a 0 ^ 1, r i1 ` - 11111■ lllll� _11 1 1111 i� ■i- y, II --.--- v;�--..� -� I I � - IS I II i.�.1�1a11■ i1.11, 1 ' 1 ' J II I I OCCUPANCY SENSOR, CEILING RADIATION DAMPER D •.Iar1■1._ hili - II DS AND DUCT TO ROOF DECK W CO J 1 I I I I I 1 226 EXISTING ATTIC ACCESS PANEL W J Q CO 237 NEW BLINDS Ce I N W Q N W BUILDING A ROOF PLAN A4.01 u, i ❑ 2 u OO _ - 01 Ci3 SCALE: 118" = 1'-0" co O I- A,1 A.2 .3 A.4 A. ri 5 Ark A,6 1----A.-/ A.8 �A,9 A.10 T A4.02 T CD t.."' W __ Z c0 C� CL 1 I 1 I A 5 IALL EXTERIOR 1 _ WALLS THIS 2 I I I 1 T I ELEVATION I I I - - --- iiii-- ---- -- - - - - --- - _ - -, � � z A.A - - :-_- _-- -- iwi .a -:..imi, ,■-•.__..,■iiii.._. - _ ■----■�-----■■----= iiii--iiii:•■■ice------�- - -_ ■---i----i,a�z -i�-ia. ----■•- -----_---%%, --i1-_ - ❑ •ne=w-Ji1i == -J� se sr J'iimt - - w.•--•� mi mam�-d•IL'•�•:•� 'C�--� MJ L-�- - �- '��-Jiii"!•i---J-,-.2. �-•i i•J ----�-m I��-J�IC�-�'��• il��• is =-� - =-�Je!_--==--Je -� !�, ii ii i i ii ii-iM--- -iii iliii� ' ' men-iiii-i-=-i-■. -ii i- -=i r -i----- --- -■ 1.0 1 -i- iiii�ri�� :iTsi•iiiPP Mal P1•qgt_r �- .-. .---fT = 1 =rrri� __-=_�--_A0- - - - --- 21== ►lire-FJ '_I-- -ii--�----i�i -E/ r' 1 1. ........„r i -�■! -r-__ - -. -- - 77 CC 7�t=_ �� CCi 7� ■1 �.ir,:F�i �_irii i�iii-� - -iiiii- r----i----i-i-w ` LLL i-- S.. 1�_i ii ii_i_i i---iiii _ _ _ -1 4-o_=-s=- .T r--Y- - =Q= =s =o= =s-=_via •-ii- - i-irmimii-ii-r■immmm i iri H r hwiii/ li■.w1 *moi - - 1114 ari-iiiiiiiiiii■■-iiiii---i-iir�i.i1 Z-=� nisi �^�ii�r • •j`�; �_ ��_ _��In=MIEN I f -- .. -i'LL"� iiii-• �--ii- / f I _ ■ ii-rs��a�o= =a==�= �I�IYr�=oaii • R I r ■wei.rip i __ _ iYiwi iiiii' iiYii iiiii wiiYi ii -i-uii A.B� ii -/- iiii■RI_ilii ;,,;,,r;,a� i fill re.=-i--1 1�-=- i�i1M i!!i ---�. .----- j - r l I G, 1 ;' wiii.tl ! r i�r■r � .■1r��i�� ---i I a 'C`. co 1•Maiinl Z- ii.A�11=riming==I _____ _ ■■-_iiii_ 1; -■ rte---1■ I i• • -iwi ----i�11�-�-- ._z �7 ■� -1 War= in i: 1 IJ -- 1 �T - iiia■rAfl _ .. - ... I -1 I _iiii - _--`. -i -- - - 1 0 L:O G F I 1I I �` � ' G LEGEND: Q i - :• - _ J 226cic I i 1/ I IQI► , ilpl� , 226 I _ J r ■ ■ ■ ■ ■ EXISTING DRAFTSTOP IN ATTIC `225 - 225 225 225 ® 7 225 - 1 I I I0 I0 I --- - - i 1i1 I'I\�I LINE OF WALL BELOW ® '�_`�' ( I _ ' ® I-- I - -_ 2 BUILDING A FLOOR PLAN - A© A I ._I ' Fx, /� I I I I • ,� �x� ' I�'I' A4.02 EXISTINGE iNs ED SH EWITH NEW LEVEL 3 & ROOF 1 T A. _ ��- ® - i i 225 ® r :- - 5 �' _ L DS _ . ' \ Q� i . ' 4 `� DOWNSPOUT Ll_ it,' ..._i �� LYS I Y PROJECT NO. 203 �� -"- SV r STATIC VENT 226 UNIT 3.1 I �5" UNIT 2.2 I i. ' 1 - F-� [ I I f 225 226 r =__-_ 19036 I226 <226 • _� 11, ,,1 . T 226 UNIT 2.2 UNIT' 3.1 MECHANICAL VENT G U L Y��1 U f G ) 6 15 , I UNIT 3.2 UNIT 3.2 I� ' _ i I UNIT 3.2 UNIT 3.2 �- I 09 08 �I T 7/23/2020 - "_--4\>,3/7, __' X • GUARDRAIL TYPE, SEE SHEET A6.04 14 r 13 • 226 I 11 10 AWT _• -1 1 I 1 - I XXA DOOR TYPE, SEE SHEET A9.01 p - - a i • -- -,-1 -a--.- --i. --- -rel-iii - REVISION # �� I r- -_- '.---ON, -- _ iiii■' r UNIT 4.2 I i-11 . -.AM=-iil,2,i-i. _ _ _ �, S:. r iiii -roar-E--■iiii r�-�-11.---il1� -i► L- 1 - - I -iiii-_ va:=-iiiri ►o--i >_---i�=o�. o H 0 la �- - iiiii- ,' - �iwia a-i -iii a 11 11--i----w■ i Z ,_ C I--_-_• _i1 Ir.-_i_ai- ia.aii Rip.- ---iiii i,►�-n ---r 1�� iiiii -��_ a=a=_aa-w-ai • "` -- 12 DS r -iiii• i- ia� i♦i iiii --iiiii- iii-�.wi-iiiiii- C VINYL WINDOW TYPE, SEE SHEET A9.02 § �� -i ii-•iwi- is --iiiii t- - ►iii _ - iiii-r■ ►�i-ii • . ai-i-ra ^^� iwi -1==== i--i--i-w-i-- - -_-. -. __-_. s=-Qi■�II�■_-i -!■iiii-iliil&-ii i--'-` � iL � r�- = - - - - - - _ � G-_ -_ �� ■==========i1==iiii„1-al■-i--nil Ii■ iiiiili■� riiii-i, d w Z - ,,• - - _w-a-wlw-iii-. -�iw ai I. r , -aIwkiw-. .--■■ww: , -iw-MMI / \ - } _ _ -----o :a rose - __ _ ============ri - -- - - - - - IMMIN=M ==i Z _ . - -ii iiim Nom EN= ■I�i�m__ •• 1 •_ i- r.l.L..L err' _ - - - =====••••••=======1••====••= _-•'.-• - - - •- - - - - !I►a 1 ±.._._1-}J+±+-1 I F'�i �r (mfr-L 1- -� - , �M©M IE _eMMW Z�ei3.�r _ 'LX LIGHT FIXTURE TY 2 22 �A.D� - ____^___--iii--- r , j i I r r i -- __ - - - -- - -_ - • i - L - I I L r 1 1 1 r 1 J 1 1 I . _ --� -_ .a.a■ - ----' -i---_=- - - - - - - ' PE, SEE SHEET A9.02 Q yii ............................-•...... - r _ _ - - - ��- --- - r'I J i I T r r is e r r�1 r--i i`1 r '1 i ~' F - ----w r-■r+i---i--- w ii - - - _ _ _ _ iii ■i i ■Iii iwi --I �� -- - - - - - room ------m I - 1 ui--i■-- _ - - _ - - - ma iiiiii_- ----i i _ ^I- - - - - E wy __ __WPM _ - _ - iii.- rr��i irllT-i. y PRIMARY COMPONENT w --- - -a ui:ri: r� r i---ii- L. �« .=-�`i'i�� - ,.� _ ' ��i;r -Ir'rrr■i■i.-'- - - - - - - • - -i IA N o 1 --- ! - s II 1 WALL ASSEMBLY TYPE R E _ ;��- ---if - Iii i ■--iia-■ r - - ��i■r i-�� _ _ a r- -iii-- iiiiii• - - - LI__L_ iII■� _ < Z I --I- - --C -t- - - - _ y -r�----.-----i .�--MMP' _ _ �� - _ - =ii---i . _ I. - - _ _ �� 1 1 1 1 I-�_, - -`. _,r__,- _ r_ �- . . • I - - - - NUMBER: INT. WALL TYPE 2 2-1/2" STUD �/ I I -.I i , �_ .- I I -�- -- �� I I 1 I I 3 3-112" STUD ¢ D 1 1 DESIGNATOR -- 4 4" STUD = wu I I 1 I I A 5 I I I I41111471"H 6 6" STUD w Q 5 112" STUD 1 T I 1 IX r- a 4 CD 1 I 1 I I I I I I REQUIRED FIRE -- WALL INSULATION 0 o I 1 I RESISTANCE RATING NON-INSULATED- _J BUILDING A FLOOR PLAN - LEVEL 3 A4.01 1 NON-RATED A ACOUSTIC BATT • VZ 2 2 HOUR "FOR THICKNESS AND -• o o 1 _ R VALUE, SEE H > 1 SCALE: 1/8" 1 -� 3 3 HOUR ASSEMBLY TYPE Oz o a GENERAL NOTES: - , D` G` 'V 41. A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, 'F UNLESS OTHERWISE NOTED. DIMENSIONS ARE �� j�� APPROXIMATE AND SHOWN FOR REFERENCE ONLY. FIELD VERIFY ALL DIMENSIONS AT EXISTING CONDITIONS. • • PV'' ' D10' GON B. REFERENCE ASSEMBLY SHEET G3.00 FOR WALL 2918 TYPES AND TAG INFORMATIO4 OF N C. PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS EXISTING AND CONNECT TO EXISTING. UNLESS NOTED OTHERWISE. V D. ROOF ATTIC AREAS SCOPE OF WORK: Q. E 0 BASE BID: REMOVE EXISTING BLOWN-IN ATTIC IW0 INSULATION, AIR SEAL ALL EXISTING CEILING PENETRATIONS AND PERIMETER WITH SPRAY m FOAM, AND REINSTALL EXISTING ATTIC0 .c INSULATION. REPLACE ANY EXISTING BLOWN-IN I- o INSULATION DAMAGED BY MOISTURE. INSTALL 0 wNEW EAVE VENTS WITH BAFFLES AND STATIC - VENTS AT ATTICS A, I, M & K TO IMPROVE W o co VENTILATION. INSULATE AND PROVIDE SUPPORT I- U STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN - 3 THE EXISTING CEILING AND BOTTOM OF ROOF I o DECK. PROVIDE A POSITIVE CONNECTION AT 0 7 EXISTING DUCTNENT OUTLET AT ROOFS CC 0 ALTERNATE#1: ADD BLOWN-IN TO ACHEIVE R-49 a IN ALL ATTIC AREAS co h-• W O KEYNOTES: a - 2 N 203 NEW FIBER CEMENT SIDING, SEE EXTERIOR Z ELEVATIONS c 0 N m 204 NEW VINYL WINDOW,TYP. - SEE WINDOW SCHEDULE ~ N B.1 B.2 -- , 2 B.4 ,.5 B. 1 B.- B.3 '2 CiI) j/ co' 205 NEW EXTERIOR FIBERGLASS DOOR, TYP. - SEE DOOR E N `N - 38'-0 5'-0" / SCHEDULE ON SHEET A9.01 a o co 0 A 5 D 3 O co in ® T 1 - A 5 3 207 NEW PAINTED STEEL STAIR FRAMING, GUARDRAILS 2� AND HANDRAILS WITH PRECAST STAIR TREADS AND . I / 1 I I B B ��. L1 U K ® B 1 T LANDINGS r Ql - - U 0 --- -�I � (B.A) -13-6 I r-, 0 DS DS Z 1B'`�l t - '4 q 5 _ 208 NEW 3-112"CONCRETE TOPPING SLAB OVER 0 ❑ �� Li ` / 1T �� _ ® L� �}� ,,0H ® _ DRAINAGE MAT OVER WATERPROOF MEMBRANE, PII• 2 6 Bj (-17), oO ��'^� -){�4 l QMATCH EXISTING SLOPE , 11 L i K ri i ' _ A 5 I QO �"- - 209 NEW STEEL GUARDRAILS PAINT h 216 I UNIT 1.2 L11B"IFT ion, o L3} I 111 C 3 i I tai :� �- J W h, (:).l , T UNIT 1.1 14 H , 1 STAIR - 212 r i rell f° 1216 212 EXISTING STEEL GUARDRAILS-SAND AND PREP FOR 1 L 26 i O I II STAIR 22 , F �� w `A6.03 TYPE 3 NEW PAINT FINISH i i O�O ri®• .`�.� _� f C-2--) .0TYPE © i i _J- - • - � � :-.' .,.A61.0; Q , c4 Immo i�� a 216 NEW GAS WATER HEATERIBOILER WITH SEISMIC W m / I 1 ., \ ' 26A {" < 'iitiltH: . . _ . i ;` 207 i i �� 2(}7 STRAP AND PAN, CONNECT TO EXISTING GAS LINE, J `°'°J m a 1h44. -- FLUE OUTLET AND DRAINAGE OUTLET i I 11 III ° ° �� a C 21A r W Q C'7 �`•' 11 111 C ° O D 209 i �_� DI 3 1, 228 EXISTING GAS METER IX I CV LL< III1 11111 D� 8.21 J F 1 1 / 1 N N / L4 i _I 1 -� 111x11} 25B ^i TYP AT 1 ' 00 J 'D5 1 "' 229 EXISTING ELECTRICAL METER AND CONDUIT, SEE ~ 11 ii 11 l I� UNIT 4.2 ©'II i __. INSIDE <<G \ �.�■�I �L 212� DETAILS 8 & 121A8.22 0 A 5 11 : '! 1!11 I! at. o CORNER �' UNIT 2.1 .�NIN 'L; CO CO m 1 1 25 � � , 231 NEWFREEZE-PROTECTEDHOSEBIBS, TYP. (� O 11 0 !_ {_ ® NII Z �' 1 2 STAIR i I 1 STAIR 235 NEW CEILING MOUNTED LIGHT FIXTURE, SEE LIGHT 0 r ALL EXTERIOR 1 11 m I� --./% 0 ;.i 3 WALLS THIS yrni 216:- ® 118"/FT f A6.01 TYPE 1ghA4.03ELEVATION 0 INE ® . r Li_req ct2- A6.01TYPE 1, FIXTURESCHEDULE ~1111111 , �: J A4.03 I �/ -! IM W 1�111�1,,_, I • !'� I m i }y i i GI., _,` 11 237 NEW BLINDS Z Co V® • 11III ) I - 7 B !*J' . '11'1 ;- - - -__ - - - - _- - _ - - - . : I (B.C� , - - - '' �- ;FA ° i i i i i u I v =� 0 C AIM% . • r r1 ao z AO 1 1' I I I I lino IN / • T=---- - A8.21 II ❑ 11111 111 F • TYP AT i 1 �I� IOo i 231 i ;_,• 1 , C -1 OUTSIDE G _ I A 5 Alk c° Q 1�fll"� UNIT 2.2 O i A4.03 v CORNER ® O I V1' 1 - 1 T A4.03 `r' w 11h1 24 �' ,�,., 2•9' � 7 D� 0 Lo - b•of O o ® <24B > Af51 • J _ LEGEND: Q 1 ! o O 1 T T"" J (B.1:)/____ - - _ ' Ill ; - - - - - - - --- -- -- - - - - - ` - - - I (B.D) - r-,6111 -- - %=1 - - - 20A _ 3 TYP AT J \----/ 111 .I O 0 LL �1209 \ / L4 i °p1 4 �i� j�23B �-.% �� ._ /V A8.21 PORCH X O GUARDRAIL TYPE, SEE SHEET A6.04 1111 r �-.��,v ' �E � UNIT 4.1 a■ MM. ' li i Mil 0© Q© l E` E .� 212 til (XXA DOOR TYPE, SEE SHEET A9.01 1 � UNIT 4.2 © I. . ' 0� �0 Al 20l'ognim. ,r up„ii: B FLOOR PLAN - 11 23 I ! i i � ALL EXTERIORL j - �..,_ J1. _1 o, XO VINYL WINDOW TYPE, SEE SHEET A9.02 LEVEL 1 & 2 1 OB F1 c-_s © WALLS THIS 1 Ir . 208: STAIR i - --- _ i =�� ■+�' illi � •1111 , I I 2 N ELEVATION J 011 MIMI '! , • TYPE 1, / I LX LIGHT FIXTURE TYPE. SEE SHEET A9.02 PROJECT N0. f 11} % ' 216 © I 1/8 /FT A6.01 SIM o- • �• , STAIR M-r : u i f>l I G _ 237 I ■� L2 1 rillalil ��ni A6.01 TYPE 1 19036 11 'i IC'erillinAll EE ' I t _- " WALL ASSEMBLY TYPE - PRIMARY COMPONENT 1141.1' II Lai c�,i I ; tlJ �� LETTER: EXT. WALL TYPE 11 518" STUD NUMBER: INT. WALL TYPE 2 2-112" STUD 71231202Q lB E} _ _ ■11111' - , �B E� - - � - ; � 33112" STUD - 1 I - zoo�� - ' F ` Mille © �� i r C O A O ' DESIGNATOR 4 43.-.1s/ " STUD F- mi X # 5 5-112" STUD /f 441, v REVISIONS:, �. 205 A8.230© B 3 C 3 _ _ 6 6" STUD u3 40\3›.---/ �© ® I �- � ,1:>, 203 • E1� ' ' 1 - 1 - JF 0� TYP. AT 2'-0" '-0" 38'-0" 5'-0" REQUIRED FIRE WALL INSULATION a W I I COLUMN "i RESISTANCE RATING - NON-INSULATED w I I Q A ACOUSTIC BATT NON RATED A4.03 I A4.03 1 1 HOUR T THERMAL' w it 2 2 HOUR *FOR THICKNESS AND ¢ 2 3 3 HOUR R-VALUE, SEE o 2 ASSEMBLY TYPE H BUILDING B FLOOR PLAN - LEVEL 2 (Th 0BUILDING B FLOOR PLAN - LEVEL 1 rr o6 SCALE: 118" = 1'-0" 2 SCALE: 118" = 1'-0" \ l o cy:T; A2 . 03 o $. Z c�a BUILDING B ATTIC VENTILATION CALCULATIONS: GENERAL NOTES: 40AD Atit, r ATTIC AREA J: ATTIC AREA M: A DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, el UNLESS OTHERWISE NOTED. DIMENSIONS ARE IAN P. i. ��N AREA 80,424.0 SQ IN 97,178.4 SQ IN APPROXIMATE AND SHOWN FOR REFERENCE ONLY. FIELD VERIFY ALL DIMENSIONS AT EXISTING AREA VENTING PER 1202.2.1 268.0 SQ IN 323.9 SQ IN CONDITIONS. EXISTING RIDGE VENTS 36 SQ IN 36 SQ IN il ' D, a' 17ON EXISTING STATIC VENTS B. REFERENCE ASSEMBLY SHEET G3.00 FOR WALL �i8 ` 114 SQ IN 119 SQ iN TYPES AND TAG INFORMATION Sw15 wq14.op es C. PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS NEW STATIC VENTS 152 SQ IN 152 SQ IN EXISTING AND CONNECT TO EXISTING, UNLESS - NEW EAVE VENTS 94.5 SQ IN 119 SQ IN NOTED OTHERWISE. U TOTAL PROVIDED 396.5 SQ IN 397 SQ IN D. ROOF ATTIC AREAS SCOPE OF WORK: d E 0 BASE BID: REMOVE EXISTING BLOWN-IN ATTiC NOTES: NO CHANGES TO EXISTING ATTIC VENTILATION FOR ATTICS L, J, N OR 0. INSULATION, AIR SEAL ALL EXISTING CEILING W Lc;"PENETRATIONS AND PERIMETER WITH SPRAY Ce ATTIC VENTILATION CALCULATIONS BASED UPON THE OSSC - SECTION 1202.2.1 ATTIC SPACES: FOAM, AND REINSTALL EXISTING ATTIC0 INSULATION. REPLACE ANY EXISTING BLOWN-IN 1_ o A. THE NET FREE VENTILATED AREA SHALL NOT BE LESS THAN 1/150 (1/300 EXCEPTION*) OF THE INSULATION DAMAGED BY MOISTURE. INSTALL U , AREA OF THE SPACE VENTILATED. EACH ATTIC AREA SEPARATED BY FIRE WALLS, PARTITION NEW EAVE VENTS WITH BAFFLES AND STATIC 1� r_ WALLS, SOUND BARRIERS, OR OTHER SIMILAR OBSTRUCTION SHALL BE VENTILATED VENTS AT ATTICS A, I, M & K TO IMPROVE W iv o al VENTILATION. INSULATE AND PROVIDE SUPPORTF- i " INDIVIDUALLY AND COMPLY WITH THE VENTILATION REQUIREMENTS FOR THAT SPACE. STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN - °' • B. ROOF VENTILATION IS ACHIEVED THROUGH A COMBINATION OF CONTINUOUS RIDGE VENTS THE EXISTING CEILING AND BOTTOM OF ROOF 2 c 3 AND EAVE VENTS. DECK. PROVIDE A POSITIVE CONNECTION AT C) i 1. RIDGE VENT: 18 SQ. IN. / 1'-0" (LINEAR FOOT) EXISTING DUCTNENT OUTLET AT ROOFS o 2. STATIC VENTS: SV(E)1 = 50 SQ. IN. et SV (E)2 = 66 SQ. IN. SV(N)4 - 38 5Q. IN. ALTERNATE#1: ADD BLOWN-IN TO ACHEIVE R-49 a c IN ALL ATTIC AREAS - 3. EAVE VENT-- 1.75 SQ. IN. 1 1'-0" ( LINEAR FOOT) 1_ C. NO OPENING INTO ATTICS GREATER THAN 114" IS PERMITTED. a D. DISTRIBUTE VENTED EAVE BLOCKS EQUALLY AT EACH SIDE PER ATTIC AREA. KEYNOTES: a -'-- 2 - "THE NET FREE VENTILATED AREA SHALL NOT BE LESS THAN 1/300 OF THE AREA OF THE SPACE 0 BEING VENTILATED, PER OSSC 1202.2.1 EXCEPTION 1 PROVIDED THAT NOT LESS THAN 40 203 NEW FIBER CEMENT SIDING, SEE EXTERIOR Z = PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED ELEVATIONS 0 C c%1 BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST u, 3 FEET ABOVE EAVE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY 204 NEW VINYL WINDOW, TYP, - SEE WINDOW SCHEDULE ~ c" EAVE VENTS. W - ON SHEET A9.02 Q co 216 NEW GAS WATER HEATER/BOILER WITH SEISMIC . STRAP AND PAN, CONNECT TO EXISTING GAS LINE, a 0 c"-) FLUE OUTLET AND DRAINAGE OUTLET 0 2 a B. 1 B.2 B 3� 2 B.4 B.5 B. B.2 B.3 f_- 2 �B.41 EB.5 219 NEW GRAVITY VENTS FOR ATTIC VENTILATION _ A4.03 _____117 A4.03 �� Z 38' 0" 5'-p" 1 • 220 NEW MECHANICAL EXHAUST VENT AT BATHRROM O . t I . / k DUCT TERMINATIONS AT ROOF ❑ I `I I I i 221 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY, TYP.I Ds Q QI' -1 I __-waw Ii-a- : : 'T' 1.-_ :.:.-- --_ �'� I L I I I I 1 1 TTZ__1._I I I I I T-7-TT 1 1 ! I E _- - I E / , waw www I ww�wiwl-iiiiiFril f \ t I 1 I I 1 1 1 I 1_ 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 7' 'Z I 222 EXISTING RIDGE VENT, TYP. maw■raa■r-37. --...wi w■-w-w--- ----ww■Er■r -.„ I I f II J UJ �i�iiiaaaili-w--ail Il-i-i-i--i -w---iiri. ! - ■ li-----------�� .7-w-i- ---- ----------- -' i i<! : I - - - - - - - i 1 planer Z W1 I I _ - - - - - - J B.A} - DS I ---aC■----i-w---------=--www----r -- F�yioll, Ili! 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Tia- ww.�iii °D ■1■....011 irl 1A '111111111111111K T14111010 ';L 225 NEW BATHROOM FAN WITH LED LIGHT AND W ?• iiwi-wwliirla-a-I-.�Ii� Iii-ii ■ 1 1 l 1 l 7 [ [ 1 F I 1 1 1 1 I I I 1 1 E T 1 l 1 . -„-- 11 I rrr-----� r-i.l-----r-Rte+-i---�' 1 1 1 1 ISI lrl 1 1 1 1 !1 1 E 1 L 1 1 1 I 1 1 I 1 1 1 'I 1 1 1 1 1 11 1 1 1 1[1 1 I I f 1 F I M I 1 1 1 o -' iIell.,aiw____■_■r �_,_i_______ili1i1111111 Aliiifi 1 1 1 1 1 111111f1111'r■.* I , , 1 I , I 111111 , I I , 1 , 1 1 1 1 1 1 1 1 1 1 1 OCCUPANCY SENSOR, CEILING RADIATION DAMPER Lt J 1 - `_~4 ` iwwiwr1 -u 1•� - IIII' aiiiiiiiiiiiiiiiiiiiiiii-.-a�. � - _ I Im r _ iiiiiijiIT. '■--"' '---'-■■ lAND DUCT TO ROOF DECK 1=Z= ----' ir"�"a'l=� _ IF""---' 1_ 111,■-a---i---1f.■www■ M......, 1 1 1 1 1 17 T■■ r 1 1 1 i 1 1 1 1 1 1 1 1 1 r-iiiii-- -- ilii-- -■re 1 i 1 1 1 1 1 1 1 i 1 I i azt - ,1 N ZZZZZZ-wr :��■��.' wwwwwiwi'CRrwii.wwww� rti. 226 EXISTING ATTIC ACCESS PANEL = w - = 1 12 1111111111 f -- 1 1.1.1: : ■ ■ ■ -1111 III. __ IIIIIII1'1 If II If II II II II IIIl•1'�:Z---- ------,11111lllllllilf11111111111.1.11. s:�' Q N co y_ Y __- n n 1 1 1 1 ; I �i■1�■ .��». ■■riles...... .IIIIII■1"Y'PY'i.". "Q...., ilili111i111111111111Illllilllili`rZ! rr ��r�i1111I1I11111i11111I1111111� -rrr [41-1 i l i l i I ►•iw_ i- -ii.,I 1 .1■61■f.l■1■1■1 _ I I I f l l l l l l f l l l l l l l .,-i-iiia Iiq i l l l l l l l l l l l ! IS�III-I` N. "� 1 Z�r wwriZZZ�i� 11 11 11 1 11 ( 1 1 1 1 1 1 11 -:-rrrrrrrriZ�r� 1 1 i 1 I i 11 1 1 1 1�liiwii 227 PROVIDE NEW GUTTER OUTLETS 1N EXISTING = 4) / �- >-- i i=== =!iia�;��`-======;i•l rr;� == � =. i 227 lillj1111111#1111111IIIIIIIII Illli'j �:=`_II.__Z=��1111 11111111[1111111111111II = U - 1 __ 1 11 I wa-a-ill-W I r 0-------i-"' --a- / GUTTER FOR NEW DOWNSPOUT - 11 - 114e-r".:" .. _�i1 i1 -rr- .r-.-ur-Ed Ir IIIIII-II,= i- �..a .1 i■1■�1 !.i 1.1.1 ` y- ii"1 itr:1-Ile,�~ -�:■i '-"■r � . � . . - - - - - - ■ I . ■ I . f ■ ■ I - - _ - - =- - „- , - ��B) - L - - 1 1 • 1(111 ii�lh'•1''. `_rr� '1'1.1.:' - �' :. I`I�Iklla lk"�III B.B 1111Plfg11111111111 �'il:1;r1::: li - - - - m .ZZZ -1 1 is.�■---i.. 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AN r ,■:1:I..-,....-..:r�,I- it II11IfiII 1 ! 1111 1k- ,1 - f /'1 (�I I I 1 1 1 l 1 1 1 1 1 1�i-1.1.1.1.-1iia ..l....• .-. li h i l l i'i i l ! II L -1 �L'l 1 Z Cfl 0- li il' .iIIIilllz----�� ---- -� . �� 11 ILII■11111 1 A 5IiiYl . . IiII !IIIIII111111I f11i1111111I1f1' r� �.� . 11 1 1 1 1 1 111 I 1 l il /\ rIII0 11 ll 1111 1 ! 11 1 1 1'------ --""'r"'--„-1[11 1 11 i111� I■1�1 1111 11 1 T i11i11f1i 1 .IIIIII = cam,- �" w--- ---o---- ' (" 1111111 fl1'fl1l!, !ilhilil111111i1ir �SV Z�.; Z 'I :fl :fI' 1111 !Zw. VAIT111 Ii ! 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UNIT .2 I1li•i A 55 1 IJ iI, II !Hi •1`1,1 1 1 1'k'''�1 1 1 1 •LIl'1 A,111111 :.:Z 1 : • .1\�-11 111111 • ■ ■ ■ ■ EXISTING DRAFTSTOP IN ATTIC --8'112'' 1--I- fU AN lllliiri-_ ry 1 11i111111il��111 i1�11\1�1aI1111 ee.1 • 1 1 'j■j'v....■:1.. 1 r A4.03 i 11 i1f 226 U�,1 1 T A4.03; i■...' 1 141111111111111011 1 1 1 1 1 1 1 1 1 1 i� I : I l l l 11.1.14,1-1-1.11 1 1 '----'-�■ _ 111111 I . Fx] 2i. 7 164 ■ .aw-a�_�_ k DS Ali s��, , s. I11 Ii III illllli 1llflllilf111irillllila;llliili'�1004 . Ir11rrMM.1= ul I I , 1111111 1111 I 1 ALL EXTERIOR LINE OF WALL BELOW U_I II 111 220 id •111 I 11,1;1 f 11 r r ► i 1 1 =---�-- A 1 1 1 1 1 i 1 WALLS THIS �� EI 1'1 it 1111111 1�I 1\If111i1.111•11 I l f l l l i , 1 1 f 1� �-■■Z-r=-I� : eel i 11111111 I ® ri�lllil BUILDING B FLOOR PLANS - l l l l l l l l l l i� _==I .■■. ' eel 1 1■1■11 �', 1' I I ELEVATION 11111,■ _Is 11i■Iri+ i1Elif■f11■1 Ir1�f4'42Ii1■l11■111■1'iWIV1 {rt'ro_�'_-71;7 .I :P,11 ■1 144., EXISTING GUTTER WITH NEWrB,❑ -I -+ . ii i1 .. i Ic _ i ._ Ii � iLi-LJ ..:: - (B.D} - - _ -} - ■ - EXISTI G GU SHEET METALLEVEL 3 AND ROOF l D _ 11111k' r1 Iar1l+Iri�l�Iril rl•. SV •�.■11 11 r1r1�1 1 -ii---rim-,.f�iIII 11 L 1`1.1 DS rr.rlwl ■rr■-■�/ 1 1 1 1 1 1 1 1 1 1 it)SII 1 -' !1 �� ■ 1.111 1r ■■1 IY �/ I I I :•111111 1• illiiiiliiil ",i■ „ N 4' ■11►ai,! id . hili 111 Ili w-i-----1111.11 liil 11111 DOWNSPOUT I II li 11 1111-1'. 1. -lil1bi 1 1 'Z_wrr .:.ra 1 I II 1 11 1 1 1 I l i iii f 1 ► 1 1 1 1 i �. = i� 1 i. + i Ili ,iii-,_..- A I I VII I p- I I f 1 ! I l l l l f l l l l l \.1 r•■ww 1 1.1■1• .►.1 1 I 1 1'ai -..1. I I 1 1 1 237 t SII \204 PROJECT NO. 111 i flliilllfllll�, ,� V''111111011.110irrl1 11 it =� �� '- Iii k+ A SV "-- STATIC VENT I L 1 iii i l l l l l l l l i i l��_■�. II 11 ►�i.r--■ DS °1■1 111 i Iflllillllli �"mai 111 ...- +31 11- 1141 19036 11111 !1 f111111i111111i11i1ilitIl Imo.,- (NA _ III 1 1 \-wr.- L: ► 1 1 1 1 1 1 1 1 1 1 1 1 1 i-r.-- 1 1 1 1 MECHANICAL VENT i i ■1 I I i l i i i i 11 1r-••••-i■■SV -r�l 1 1 11 1 1 i 11 111 --•- I I I'_ I � ii----...:,L 1 1 i f 1 1 1 1 11 1 1 1 1.-iii-- i -If i l l • 1 1 l i-� 1 -■■ i ■ 1111111 l.. i11111I111111111111ZZZ:Z(N . a.lr,1111111 1111 11,111 I 225 1<II--__'- 111111�illll b 111 I ifillllii ■rr.ZZ Mr�_11I 11 � _: _I, 1 Mini mil11111111 op&f.'"ea�r' ��1 .III (E)1 :b .4 .y 1111111 i� iiiiii �I-I-1 _�.► ._>_.,. alir� I bid I 1 i I 7/23/2020 N I !ILIAil1• r•14411114iliiiii ' I .ii-A-'I-�■:. Illi iii : - I II I�il IIIIII X r 1 i f ! i Ir1 ----a ■G-_____i.■■r-r-__, I 11.1 1� y 226 NIT *2 - i i I GUARDRAIL TYPE, SEE SHEET A6.04 1 1 1 i 1 1 1 6--w----aa i- riIII-al=�� I I I 1 "1 iia-aai-rIi aa---a I I 1 F 1 i 1 1 I i'tiiiii-i-iii ■-w ii--wi II 1 1 1 1 1 1 I \ moo �__ XXA DOOR TYPE, SEE SHEET A9.01 ❑ 11111 11 IIIIII r1:ra`�ZZZZZ�■1 -Z-YZ�.T.:�� I•i•l•l•l•l 1' rR : I I I� - I Pel l 1 --- Q 111 1 f r--- ------ s"---------- 1 i 11 -•--• Ail r 23 Ii)•�--■ REVISIONS: # VIII 1• Ipw-w-a., a■laiwi iii -.g III mom f -:_ i �`r 11 1 1 1 - W 0 -i-ww --w--i •. I�- tali-iiw.1 -.�■ i 1 1 irrrrrr� ZZ:1'wri-- =r-M1Z-r-■1=•.1.1.1 111111 a 1 1 1 i iiwwa-aaaa--i iawales aa----wiiwia i i --w Emig mum.mi -7I-IIlI-ail-iii•. 1 • I` Ir.■ I 11'111 I I 11 VINYL WINDOW TYPE, SEE SHEET A9.02 c U 1•1 1 1.•-iwiwa -a-w- I--a---awiwi■r-• ..J - - I I II r / \(B. , 1 l ,I.i-i iiiii--tali ' - - MUM - Y.f "i / \ 111 J. 1 ' 1.' �� I. rllliwari----.1'�ic•rl■i-_, 1 1 a w ■r _ - °_ � i. 1 i-/ L. .14-=.7 _dei ar -- - - i:LWI; hi.-----iLal iiii ■i-10(14 1 DS, .. �� I -�� r - iLX LU a LIGHT FIXTURE TYPE, SEE SHEET A9.02 i °2 ,moi ZZSi-IIIIIiIIli-ai IIIIII-Ia aili .,_. O O . III=�Iriorimgw��miawiw---iaa- ilrl-I 1 �,.. G F G W CC WALL ASSEMBLY TYPE PRIMARY COMPONENT I I I � A 5 I I LETTER: EXT. WALL TYPE 1 1-518" STUD <0 z 1'-4'� 36'-8" _ 41-4" 1 T NUMBER: INT. WALL TYPE 2 2-112" STUD o I 3 3-1/2" STUD _1:D I gk I I I I DESIGNATOR 4 4" STUD =iw 4 X # 5 5 112" STUD ¢ � A4.03 A4.0,3) I __ 6 6" STUD w a �i REQUIRED FIRE WALL INSULATION C�7 0 RESISTANCE RATING - NON-INSULATED z ~ w )1 NON RATED A ACOUSTIC BATT Q BUILDING B ROOF PLAN _ 1E) Ei BUILDING B FLOOR PLAN - LEVEL 3E 1 1HOUR T THERMAL* � " 2 SCALE' 1/8" = �'-o" ' SCALE: 1/8" = 1'-0" 3 3 HOUR R VALUE, SEE SS AND I+T m A2 . 04 ASSEMBLY TYPE 0 o w Zi Ow GENERAL NOTES: KEYNOTES: X DO C 4 v,e4 A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, UNLESS OTHERWISE NOTED. DIMENSIONS ARE N n , - FIN c) • APPROXIMATE AND SHOWN FOR REFERENCE ONLY. 200 EXISTING CONCRETE PATIO/STOOP TO REMAIN y 11E4FIELD VERIFY ALL DIMENSIONS AT EXISTING CONDITIONS. 201 REINSTALL EXISTING FIRE EXTINGUISHER CABINET , e. .. D, 0" GON B. REFERENCE ASSEMBLY SHEET G3.00 FOR WALL 2918 v TYPES AND TAG INFORMATION 202 REINSTALL EXISTING FIRE PROTECTION PULL Cii STATION OF 0164 C. PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS EXISTING AND CONNECT TO EXISTING, UNLESS 203 NEW FIBER CEMENT SIDING, SEE EXTERIOR ,C.1 4 `C.21 NOTED OTHERWISE. ELEVATIONS A4.04 / U D. ROOF ATTIC AREAS SCOPE OF WORK: 204 NEW VINYL WINDOW, TYP- - SEE WINDOW SCHEDULE a E 1 BASE BID: REMOVE EXISTING BLOWN-IN ATTIC ON SHEET A9.02 DEI ° INSULATION, AIR SEAL ALL EXISTING CEILING PENETRATIONS AND PERIMETER WITH SPRAY 205 NEW EXTERIOR FIBERGLASS DOOR, TYP. - SEE DOOR :LW �aA 5203 FOAM, AND REINSTALL EXISTING ATTIC SCHEDULE ON SHEET A9.01 1 T INSULATION. REPLACE ANY EXISTING BLOWN-IN o ��, A A./ . 7'�� INSULATION DAMAGED BY MOISTURE. INSTALL " ,�_j Q �/ y 206 NEW PREFINISHED SHEET METAL DOWNSPOUT, TYP. (.1 �, r(1.A} _ r- ; =1 ` - ,"-i _ _� NEW EAVE VENTS WITH BAFFLES AND STATIC -PAINTTO MATCH SIDING COLOR n L ll��++ 11 I� ---- 1 VENTS AT ATTICS A, I, M & K TO IMPROVE W o ea �/ 0� i F4.XV VENTILATION. INSULATE AND PROVIDE SUPPORT I'••- L . STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN i 207 NEW PAINTED STEEL STAIR FRAMING, GUARDRAILS _ 1` L I . 19B 237 0 f THE EXISTING CEILING AND BOTTOM OF ROOF AND HANDRAILS WITH PRECAST STAIR TREADS AND = 0 • / LANDINGS a DECK. PROVIDE A POSITIVE CONNECTION AT 0 CS) I. MID \--2, ,,...1EXISTING DUCTNENT OUTLET AT ROOFS A4.04 208 208 NEW 3-1/2" CONCRETE TOPPING SLAB OVER - ,\ 236 NA1111. r _� 4ryii. I A 1 T • NLTERN ATTIC AREAS BLOWN-IN TO ACHEIVE R-49 DMATCH EXIINAGE MAT OVERWATERPROOFMEMBRANE, Q @ (C.B) - - - - ._--- ® - - - -- - ./ - - - - � 1/8"/FT 1 '1209 NEW STEEL GUARDRAILS PAINT r ' � UNIT 3.3111A4.a4 a o - I 214 IASri) X1111 I \ 1 I T 19 I jl�l 212 EXISTING STEEL GUARDRAILS-SAND AND PREP FOR I N i -- _ -__. p NEW PAINT FINISH a) 1 00 �1 Z 'i' `I �+ 'L4 00• ri 214 EXISTING COLUMN, PAINT. TYP._ Ii :111111• c 19A �1�II I" c., �� t..-:: _::::., ., .._ . I 1'1 1 H 216 NEW GAS WATER HEATER/BOILER WITH SEISMIC(C.C) W Y -_ - �■4 STRAP AND PAN, CONNECT TO EXISTING GAS LINE, J o "' ' 2 =----� �ZZ_ = v �/ 235 -------" M'---�- © FLUE OUTLET AND DRAINAGE OUTLET ce 3 ex=o=x=o szoos A In----re --- ---- Q o V) STAIR -------------- .; A 5 220 NEW MECHANIGAL EXHAUST VENT AT BATHRROM M o 3 209 �ZZi■-ww■�ZZ�i 0 m In A6.02 TYPE 2 A8.23 1 ■----.-■■--------_- 1 T DUCT TERMINATIONS AT ROOF ______________ TYP. AT 221 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY, TYP. COLUMN I - Z © � 222 EXISTING RIDGE VENT, TYP. 0 0 A4.04 Ct 223 EXISTING GRAVITY VENT AND EXHAUST FAN OUTLETS, TYP. < j 225 NEW BATHROOM FAN WITH LED LIGHT AND -j w OCCUPANCY SENSOR, CEILING RADIATION DAMPER J AND DUCT TO ROOF DECK m 5 - � BUILDING C FLOOR PLAN - LEVEL 2 226 EXISTING ATTIC ACCESS PANEL =i09 - � W (.........� SCALE: 1/8 = 1 -0 228 EXISTING GAS METER ct J KN.,,______r_/� J 229 EXISTING ELECTRICAL METER AND CONDUIT, SEE re I CV DETAILS 8 & 12/A8.22 Q CV w 231 NEW FREEZE-PROTECTED HOSE BIBB, TYP, a (/) C) m 0 235 NEW CEILING-MOUNTED LIGHT FIXTURE, SEE LIGHT 2 FIXTURE SCHEDULE Z I- C- O 236 NEW WALL-MOUNTED LIGHT FIXTURE, SEE LIGHT e/ FIXTURE SCHEDULE VII - ‹ w Z co [L 237 NEW BLINDS - H / 4 / 4 / ---\\ _ (� (C. 1 (C.2, (C. 1 (C.2, r Z A4.04 A4 04 Q 5' 0" 42' 0" r 42'-0" > Lf) 1J _ _J J, 44'-0" I 228 Im N- 5 I< m L----- C 3 B 3 I 236 A 5^ 236 W rDS 1 - 1 - ® v 1 T � 4 I`.-- L1 y.iLEGEND:/�� I'.Z.. �: __wrwwwrwwwwwi_r=wr■ r �� ® ® O ® ®/2)04 L1 D7i Q _ _ _ ___ _i _______ _% l "'Maw _ ' . e FZ� ZZ !._ 1 _ ■. _ _ (C.A) - - �2� _ r r- _ I •L I --- ------ ■ II \ D._ 1 - I-77 i��Z---w'jw--------_u_-�'n----=---- . .----. ...,4 \ / CE ,. ® A 5 J N- IMEN -------------- IF ■ ■ ■ ■ ■ EXISTING DRAFTSTOP IN ATTIC F �Zr-___ZZ. __-_-_� _____________ �.______Z�.��'w_.Zw ■' ■�Y��ia��. rw■wr■www�_Zw�►�� I1,1I <212 1 T - 1 i ---_-------- _______._ ___.1 1 Alb ___.wwwww..�..:r l _ . �1SIijFh ir.ZT.. i:.�ra.i:r . -------- �____-_W 1111 11111UNIT1.4oLfNE OF WALL BELOW _ _"" _ _ __ _ ______ - 1 1 1 ! 1:13 -• - _ - -- - 17 EXISTING GUTTER WITH NEW BUILDING C FLOOR PLAN - _ L- iz_a_______oo ___________..T_____ ril = �I-I III / 1 236 IL2 �� ® II cv =-s======= "=_ _ ■___ ====rte' A4.a4 _ _- III 8"1 12"-_t..w.■ w- _w_ w ww_w.■www___�� 1 -�, �, MEI 1 A4.04 DI 3 DS - II . DWIr-- "-'ir . 1 -8 12 1 1 0 PREFINSHED SHEET METAL LEVELS 1 , 2 & ROOF -r Ti• '•�____ __r'r rI�I1 I 202 NAMI_ 1 �____Z_� r 111 DOWNSPOUT _ _ 1 ' 1 ►w___w__or • ■, 111_ 1 1 1 11.1 1. 1■ 1.1(C.B) , _ 1 _ - I. - .■ II� � �_=._________.=_�_r. 11 1 1 Iii-11 l • JA _,... _,_ _ _ ___ _ _ ._ _______� ___ __w-_w-_" I I 1 1 1 3 �•B _ I �� O� ® p: - -'---I3 SV STATIC VENT PROJECT NO. � / } =W- 111 imp - 1 j, •f-------- z 71-- --�_-_-_:y1I1 1. •1. iI1.I I �/ 12�, I A 18A o O 1 ❑ - _= 11 1111 II - 1.�_�-.-.-.--ra:_ I - ir...'.■..j 1 1. II11'1.1 I 200 1 ___________. _�Gh .____I A4.04 I I A4.04 19036 - II I �rsT.r___-__-__ ___■.,� 1I111 1- I I . _ rirr:.:r�� _____-_.. �w4,I1I 1 1 I ice' IEii MECHANICALVENT -_______- _ _______-___�,__ 1 I ! i L236- 1. , N T• . _ _- -_-•---- 11 iitl I B 1! -ZZ_a___ - ----------= 11111DUNIT 1.3 i' ZZ-Z-1�er% ' -_u ;- r __ZZ=_ZZ1 207 I 7►� oo II -1__.�_-- Y4111 r __ r■-- �--- - V 111 4 ATTIC _ 18235GUARDRAILTYPE, SEESHEETA6.04 x7/23/2020 ■ raa - _Z-__________________' lm-� �_P ._..__.. __ � AREA 3 - "_____ _Zri_ . r IIllk 1 1 1 1 1 1 1 �� 237 ----- / i \ rs.�w.►/ i..___r'r_______ __ ___ _ _______________r. , �� f _ 1 I T I XXA) DOOR TYPE, SEE SHEET A9.01 �C.C� - - aE==��-�..,1.w---------------- ------------�I . -r. - ♦ �C.C� - == - - _ ._ '.---_-�, - __ - - REVISIONS: # JG=�G.T.�.�- �r^ G �G x�r�x C.��CS__=_=___.........................aC=C7C=C,�•aC--IC=CnCCC Z_- - IW 7 �� !�! ' �.--_------- ---a ..■__■■..,.___- . . �!i �/ DS A I (G--N,)-4_ 11 z 0 --- --- - -- O (DA, i 18 TYP -� b; XO VINYL WINDOW TYPE, SEE SHEET A9.02 - ti I p$ 'r�'r�IT.�.N I I I . I . :. I I I 212, 13© 0 3 13 5 IIA 5 \ r r I , I I r -- TTIC I I A8 21 AT INSIDE I o_ Lu d V `1',`,' I' `� Z-AREA 2" DO O - O T I A 15 I I CORNER 1 T 203 `� LX LIGHT FIXTURE TYPE, SEE SHEET A9.02 w Q I i I I 1t _w_ . , r 11 I T I Ti U 6 _ o r1 i 1 .'1','I' 1.1 ..14.41.rL 2 STAIR I 229 J W - DS A6.02 TYPE 2 13' 6" I 12' 6" DS 18' - 0" WALL ASSEMBLY TYPE •- • PRIMARY COMPONENT 8 0 A 5 A 5 LETTER: EXT. WALL TYPE 1 1-518" STUD 0 o 4 1 © 1 T NUMBER: INT. WALL TYPE 2 2-112" STUD w A8.21 TYP AT 3 3-1/2" STUD -I D A4.04 OUTSIDE .A4'04 DESIGNATOR 4 4" STUD z W CORNER NH 5 5-1/2" STUD < 0 6 6" STUDW a REQUIRED FIRE WALL INSULATION C7 0 RESISTANCE RATING - NON-INSULATED- BUILDING ROOF PLAN - CI_DI 1 1 HOLR�ATED T TH ORMAIL BATT[1C I U LDING C OO BUILDING C FLOOR PLAN LEVEL 1 FOR THICKNESS AND !!,- 23 SCALE: 118" = 1'-0" SCALE: 118" = 11-0" 3 3 HOUR W R-VALUE, SEE I- A2 ■ 05 ASSEMBLY TYPE - GENERAL NOTES: �DAelc, p 4. A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, :04 UNLESS OTHERWISE NOTED. DIMENSIONS ARE TaAIANP. y APPROXIMATE AND SHOWN FOR REFERENCE ONLY. 1.4 FIELD VERIFY ALL DIMENSIONS AT EXISTING CONDITIONS. ' • D. O' GON B. REFERENCE ASSEMBLY SHEET G3.00 FOR WALL 2918 TYPES AND TAG INFORMATIO4?N OF Ow- C. PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS EXISTING AND CONNECT TO EXISTING UNLESS - NOTED OTHERWISE. V D. ROOF ATTIC AREAS SCOPE OF WORK: • a E 0 BASE BID: REMOVE EXISTING BLOWN-IN ATTIC w a INSULATION, AIR SEAL ALL EXISTING CEILING IX co PENETRATIONS AND PERIMETER WITH SPRAY FOAM, AND REINSTALL EXISTING ATTIC 0 - c INSULATION. REPLACE ANY EXISTING BLOWN-IN I- o INSULATION DAMAGED BY MOISTURE. INSTALL V 2 NEW EAVE VENTS WITH BAFFLES AND STATIC W o VENTS AT ATTICS A, I, M & K TO IMPROVE N t° VENTILATION. INSULATE AND PROVIDE SUPPORT I- N- 0 • STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN - m 3 THE EXISTING CEILING AND BOTTOM OF ROOF = ° DECK. PROVIDE A POSITIVE CONNECTION AT O a EXISTING DUCTNENT OUTLET AT ROOFS ALTERNATE#1: ADD BLOWN-IN TO ACHEIVE R-49 Q m IN ALL ATTIC AREAS Ie a a KEYNOTES: a Q — = N U} 203 NEW FIBER CEMENT SIDING, SEE EXTERIOR Z ELEVATIONS O m N Ln I- (13 N 204 NEW VINYL WINDOW,TYP. -SEE WINDOW SCHEDULE I LII u N ON SHEET A9.02J a co N 205 NEW EXTERIOR FIBERGLASS DOOR, TYP. - SEE DOOR , N SCHEDULE ON SHEET A9.01 Q 0 "' Vco a co Lc) 206 NEW PREFINISHED SHEET METAL DOWNSPOUT, TYP. -PAINTTO MATCH SIDING COLOR Z 212 EXISTING STEEL GUARDRAILS-SAND AND PREP FOR O NEW PAINT FINISH 2 0 I` rX 216 NEW GAS WATER HEATER/BOILER WITH SEISMIC Q Q STRAP AND PAN, CONNECT TO EXISTING GAS LINE, (- FLUE OUTLET AND DRAINAGE OUTLET J w co J 221 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY, TYP. 222 EXISTING RIDGE VENT, TYP. = m W 223 EXISTING GRAVITY VENT AND EXHAUST FAN (t J OUTLETS, TYP. LIJ = CO 228 EXISTING GAS METER CV w I` 229 EXISTING ELECTRICAL METER AND CONDUIT, SEE _ CO 1 0 �- r 5 (6-.-)1 \' (D.2lDETAILS 8 & 121A8.22 m(D. 1 A4.04 r1 (D.2 �A4.04 (O O � � \ � \-_____--, 234 NEW PTHP Z �- T I O \- � 2 0 1 237 NEW BLINDS ♦� r r _ v N- en w 1 WJJJH L -�IIf11i�€11I I I 111.1!11!' r 1 CD — o- j' - 17 _8"112"1 - ;8"112„:�rllll , - -, --- - ®® ®® - - -_–_ 1 f 1 r L r �.- _ . 111 i '1p i�lh!��s� ® I �— X212 cn Q 7 z !, �—_� 111 111111111111 ! 1=.".::: 1 0® � A 5 __ ' _��.:mI111 111111111111111 Fes---7 1 �J L4 1 T -----,1/Th',„:::: t_41-7__. ! �_ 1 C C) .� 1- 1� 1� � : �a,�lhllliyllllh,_==– _ 3 C .C:iK�_ 1 1 11iI 11----' _ / - —- ��_CSL- 4---- r _... r *Mil----- ----h o I 1 2a3 CO _ M: 1 1p! �Z2:...." 111.1 - II 234 • 2 3 237 S l III" r----hr-� �- 11111 i OFFICE y --- /i 1 1` - I 11 222; -�I' n� III 11111 2 1 © A , .3o L ' :IIIIY! !i. Ji'juiT CI#1111 .�� l 111 F ( 30A) COMMUNITY _ 4 � r- - 1 Ifli 111�LINEL IIIii;i 11 9I1111 1 14 <:,IN ROOM 1I ■ ■ ■ ■ ■ EXISTING DRAFTSTOP IN ATTIC AlikMIIIli�i�l PI�III�ai 1111 h111 - 1 8 IA 5 ' -I A4.04 F l'1 1 1 11 1 ! ! 1 I3.1 1 1 ! / A4A4 1 27 I i A4.04 LWE OF WALL BELOW rll 1111111 1111111�� 111 111!1 - B �© 2 3 1 1 T ! 1 ! 1 11111. 1 ICOMMUNITY BUILDING - 1111"4111 IiIi �� i - A IEXISTING GUTTER WITH NEW1111;1 111 _ I 7'-6 112" , .� 1 ® DS PREFINSHED SHEET METAL FLOOR PLAN & ROOF i 1 1111 11111�,�. 111 11111 KITCHEN ' 1 111 11111 MII�--�� 1 111 s [Iii L '- - 1 11 i FIELD VERA Y , DOWNSPOUT lil 11!1111 111L' L 111111 _ q 31 [ / " I f y. 205 PROJECT NO. _ le IIIIIII :r��a11111 - 1 1 SV ❑ STATIC VENT - 111 11111�p ;Zsz o% I LAUNDRY �f�� 4 19036 - 111 I!� "'_—=""�i_�"'�i_—moi. - 29 11111!! MECHANICAL VENT !ll ��. _ I I J /�� Ir--,r-7r-�I--, I 208 7/23/2020 _ GUARDRAIL TYPE, SEE SHEET A6.04 ?� 1 ._______ _______w �- ` I II II II I ' �� - 11 _____a-__ _______� 1i s SP DS - - �� w DS -JL_LL_JL_J - - 1 `XXA) DOOR TYPE, SEE SHEET A9.01 oREVISIONS: #F- a1 *%-11—T-OTLET A 5 :229 1 22$ XO VINYL WINDOW TYPE, SEE SHEET A9.02- b 1 T a w Oh 28 -- z S I 1 7 I LX� LIGHT FIXTURE TYPE, SEE SHEET A9.02 T o \,A4.04 A4.04 WALL ASSEMBLY TYPE PRIMARY COMPONENT EJ- Lu 5 LETTER: EXT. WALL TYPE 1 1-5/8" STUD 8 S NUMBER: INT. WALL TYPE 2 2-1/2" STUD u_ Kw 3 3-1/2" STUD Q g DESIGNATOR ---- I 4 4" STUD x \ X I #1 5 5-112"STUD - H i 6 6" STUD wN a t t < I CO I REQUIRED FIRE .- WALL INSULATION a 7 .----� COMMUNITY BUILDING ROOF PLAN �, COMMUNITY ROOM FLOOR PLAN el RESISTA�NOC�RRAA RATING - Li:,- NON-INSULATED A ACOUSTIC BATT SCALE: 118" = 11-0" �3/ SCALE: 1/8" = 11-0" 1 1 HOUR T THERMAL* 0 =oA2 . 0 6 �- 2 2 HOUR R*FOR SEE SS AND >2 3 3 HOUR ASSEMBLY TYPE z $a GENERAL NOTES: 'C A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, 'w VI UNLESS OTHERWISE NOTED. DIMENSIONS ARE Ni y i IN n APPROXIMATE AND SHOWN FOR REFERENCE ONLY. FIELD VERIFY ALL DIMENSIONS AT EXISTING CONDITIONS. •i 0 O' • D, O' GON B. REFERENCE ASSEMBLY SHEET G3.00 FOR WALL 414 2918 4? 4 TYPES AND TAG INFORMATION 0� OF C. LOCATE DOOR JAMB OF ROUGH OPENING FOR INTERIOR DOORS 3" FROM ADJACENT WALL FRAMING, UNLESS OTHERWISE NOTED. V a Eo U 0 IX as n L C 1- Q O °' Lo L III 0 N U = 0 3 U c a . < o O I N Z O (I) (NI I— '0 N L N W ..-, O M Q O Ch U `;' " — -- - Z KEYNOTES: 4 ❑ 237 NEW BLINDS < Q 332 NEW 42"x16" PTHP UNIT J UJ 345 EXISTING ACCESSIBLE LAUNDRY APPLIANCES TO REMAIN = 0 CO 370 EXISTING DRINKING FOUNTAIN W (6p1A8.61 7----- ' Ce _ ,I J\ .(D•2, 371 EXISTING POWER/DATA OUTLET LU < co(D. 1 (D.2 1 • T ce z c\, in I 372 EXISTING CASEWORK Q NN-1 W 237 „-- ----, �� , .___ . __ L_. _.1 1 CO co C: Ca- 373 EXISTING PTHP a U ❑ ~ ,I iv 1 '') V �� _ I 374 EXISTING COUNTERTOP, CUT AS REQUIRED FOR (� 0 �_� ❑ I ! '. ❑ �/ ❑ _ ,T,,, - „ails., -1-- ❑ NEW CONSTRUCTION Z -- cic .- �' ■ {� 372 375 PROVIDE WOOD LEDGE SUPPORT FOR EXISTING r- C `A8.23 �■■M■■■■rliaJ .. COUNTERTOP ^ Q in '., .:,-1 ,. , - - 11111411111111-11 • I©©; _ . . .:- :f A, .- . :.-.. , . : ,8;61 - ' ;mil—, liew M� A ' b, y-_ 377 PATCH AND REPAIR EXISTING GYPSUM BOARD .,1 N-N- H u■r�■ �r■�rr CEILING FINISH TO MATCH EXISTING . _ Or;' • 377 = 332 HE' .■■�■■■ �/� r lk ■L A7.02 �aIII V Z ' N::■ l=■:: 7 A7 02 I 378 PAINT EXISTING CEILING TO MATCH ADJACENT (.7' _ • - • . -: " _ pool. i.C.ig i 373 WALL SURFACE 0 I • A8.23 _, _tel is ■r. ;�� ■i J =1' _ i�:,..�■' iiia■■■"""■i I [ I ' = • = ■�j379.'�� IlClli �I COIIMU ITY L ' ► �rrrrr■rrs 379 INTERIOR WALL SURFACE PAINT- SW 7626 ZURICH ■■■�■ ��I� ';tkllire�r y - • WHITE Q _ EM F19°1 CO • • III 1 i!. .. j I i LU - A8,61 i' —.• 27 N- :EXISTING EXISTING \ —� I _ Q 'SLOPED CEILING: SLOPED CEILING 0 " - 2 3 6 J �j',� 6/; • �'` I _ _ 370 -• J �-- `�' I _. 4 - 5 A7.02 A8.61 '/ k ENLARGED PLANS -- --L,-, --.. , - • „• --I. i. • . - l _ . C ° ITC"€ \ �L�JG � 1 PROJECT NO. . • - II _ 19036 �� ! 371 -, , - _ - o a , . • ' : _ • �_ - LEGEND: 7/23/2020 • ' : • ' , - , - - ,-, - LAUNDRY ,_.. ,.. ., .. , ,. . - - . i . 1 29 .■.� NEW CARPET o REVISIONS:/#\ . .. .. . .. ._ . . _, . , ., . .. . . . .. . , .. . , .• . . , . ,• , . , ., , „ . 1 ■www■■n i 11�■■■■�■■■ PATCRAF TESTED IgH ■:■■■r■■■■■■ S COLOR:• Z Y • r. - TOILET ./� 7----7E-----I �----1 ,-----1 .■.. �� PROVED 43730 2 a_ILu 1 11 0 I 1i II I zo • : 1 - e 281 iJL1L1 EXISTING VCT T R I 1 a i { \ Lj 345 I i H -.- ENLARGED RCP - OFFICE ,_ENLARGED FLOOR PLAN - OFFICE z ,. SCALE: 114' = 1 -0 / SCALE: 114" = 1' 0" aA 3 0 2 hire . 2 Owa GENERAL NOTES: KEYNOTES: x �� C �1 A. LOCATE EXHAUST VENT TERMINATIONS 3'-0" MIN 400 PREFINISHED SHEET METAL DOWNSPOUT, TYP- '� FROM OPERABLE DOOR AND WINDOW OPENINGS. -ROUTE OUTET ACROSS EXSITING ROOF TO I��. y • j f EXISTING GUTTERS B. NOT ALL EXTERIOR COMPONENTS MAY BE SHOWN OR INDICATED ON DRAWINGS. CONTRACTOR TO 401 PREFINISHED SHEET METAL DOWNSPOUT,TYP. 0 0 FIELD COORDINATE SIZES, QUANTITIES, LOCATIONS, -CONNECT TO EXISTING STORM SYSTEM UNLESS PO' ` D, 0' GON AND TYPES OF COMPONENTS PRIOR TO OTHERWISE NOTED. SEE DETAIL 8/A8.21 �18 COMMENCEMENT OF THE WORK. cO 402 EXSTING PREFINISHED SHEET METAL GUTTER 4POF OYNA C. VERTICAL HEIGHT DATUM INFORMATION IS BASED -PAINT ON GROUND LEVEL FINISH FLOOR. • �-\ /---\ -\ ,- \ � --\ 403 EXISTING STEEL GUARDRAILS IN FOREGROUND Q (A " A'\ (A .p1 IA •f} (A .Dl /A •C1 D. RELOCATE EXISTING WIRES AND CONDUIT MOUNTED -SAND, PREP AND PAINT • �� `r't.L ) \r' �J t .LI) `/`"t.L) TO THE BUILDING EXTERIOR TO RUN WITHIN THE (L E EXTERIOR WALL CAVETIES. NOT ALL EXISTINGJ ° WIRING MAY BE SHOWN IN DRAWINGS, FIELD VERIFY 404 EXISTING WOOD FASCIA, TYPICAL PAINT W I 1 ALL CONDITIONS. CONTRACTOR TO COORDINATE WITH THE LOW-VOLTAGE PROVIDER THE NEW 405 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY, : I I I ROUTE OF LOW-VOLTAGE LINES IN WALL. TYPICAL c I I I 1 1 ° 432 427 - E. NOT ALL EXISTING APPURTENANCES ARE INDICATED 408 FIBER CEMENT BOARD WITH 514 X 1-112"VERT FIBER C) °' ON PLANS AND ELEVATIONS. DOCUMENTS INDICATE CEMENT BATTENS AT 12"O.C., TYP AT PORCH W o al` 405 \ = =- ,,aT;r -- N ;r=_,�.,.._-r .=s,e- •,%Era MINIMUM REQUIRED. CONTRACTOR TO PEDIMENT PAINT ~ c, "'■ COORDINATE SIZES, QUANTITIES, LOCATIONS, AND - rn • .-:1.-- ' , ' Y I:1-'- r L 409 FIBER CEMENT BOARD WITH 514 X 2-1/2 VERT FIBER I o I �-` 7 - �T i r _ TYPES PRIOR TO COMMENCEMENT OF WORK. 402 '• \� �T �s_' TYP --1-',- ----F.".--.2-, _,.a A8.51 . r _ . � CEMENT BATTENS AT 24" 0.C., TYP AT ROOF 0 i, = 1. .1s- DORMERS PAINT 1 __ F. PAINT EXISTING SURFACES, INCLUDING BUT NOT Ix o ROOF 4 '� -;-i.- .,` mar-- _-- --- --- -"-�i^ `. 1 ii..:.,=�.s. LIMITED T0. Q a 26' -6 518" - _ _:1 ---` A im: sT=- �,'' _ -,�.: -.. 410 EXISTING CONCRETE STEM WALL, TYPICAL 404 I I •_-,f:1Z•__ I - ROOF FASCIA, COLOR TO MATCH GUTTERS I— rr - UNDERSIDE OF ALL WOOD BEAD BOARD SOFFITS, 411 514 x 6" FIBER CEMENT CORNER TRIM, TYPICAL Ce a 1 • BEAM TRIM AND SUPPORT COLUMNS WITH WOOD -PAINT a a I ' it , �'`_:1-r TRIM TOP AND BOTTOM AT ALL PORCHES o — N LEVEL 3 • �� _ i - r_ - ALL METAL VENT COVERS TO MATCH ADJACENT 412 514 x 4" FIBER CEMENT TRIM AT WINDOW AND DOOR = 18' - 5 112" ,_, ` -- u SIDING. PROTECT AND CLEAN OPERABLE PARTS TO OPENINGS, TYPICAL PAINT °' ii ii a ` ENSURE PROPER FUNCTION 0 N ��-- 11 1 Al; 4 II - UNDERSIDE OF DECK SUPPORT WOOD STRUCTURE 413 VINYL WINDOW, TYP. -SEE FLOOR PLANS FOR ' `�' 1 I! - -- - (48,21„, 2�� - - r AND DECKS WINDOW TYPES ~ N II •-iLr�•1 ALL ELECTRICAL EQUIPMENT AND ASSOCIATED W Y 11 III MOUNTING PANELS AND METAL FLASHING TO o "' !1 - III IIII ' 414 FIBERGLASS DOOR, TYP. -SEE FLOOR PLANS FOR J LEVEL 2 1-. r. `_iIIll III ; MATCH ADJACENT SIDING. MASK OFF AND PROTECT DOOR TYPES `y 9' -2 3/4" _� ❑ . 61Ij , � LATCHES, LOCKS, LABELS, TAGS, VIEW PANELS. a N b- i__ �I II jli i:'_i I _I Iii ALL APPURTENANCE BLOCKS AND ASSOCIATED o 411 I } -'1\-•• I I 1 1 r !" 16I��IIIII1 .1 III METAL FLASHING TO MATCH ADJACENT SIDING 416 RELOCATE EXISTING SURFACE MOUNT LOW C} co u> ii ' i - UNDERSIDE OF EAVES AND RAKES TO MATCH COAVITY REPLACEMELTAGE LINES DNTLPRIOR TO NEW SIDING ECTRICAL CONDUIT IN WALL II, ADJACENT SIDING COLOR REPLACEMENT I l 1 ...1111.*.__ ,. I IF \ 11�I :- _,F�, Z LEVEL 1 ://_-� ..•.---I'..•-- -'1 417 REINSTALL EXISTING FIRE PROTECTION PULL a,� �� STATION/ALARM BELL PER 3/A8.22 e, yi 1a � 1 4 TYP AT • 425 I \\-4I>\ < 418 RESINTALL EXISTING FIRE EXTINGUISHER CABINET FINISH 422 403 421 — A8.11 GRADE 427 . ® 419 WALL-MOUNTED LIGHT FIXTURE PER 3/A8.22, "J J TYPICAL-SEE FLOOR PLANS FOR FIXTURE TYPE m ao 420 FREEZE-PROTECTED HOSE BIBS PER 1/A8.22 I 111 03 421 STEEL STAIR FRAMING, GUARDRAILS AND Ce J HANDRAILS WITH PRECAST STAIR TREADS AND --J LANDINGS-PAINT LLI Q M 2 BUILDING A WEST ELEVATION Uj z N w 422 STEEL GUARDRAILS IN FOREGROUND-PAINT SCALE. 118 = 1 -0 = � (I) c ) 0 423 514" x 8" FIBER CEMENT TRIM BOARD, TYPICAL-PAINT a ci) co m 424 514"x 12" FIBER CEMENT TRIM BOARD-PAINT z C0 0 425 EXISTING WATER HEATER DRAIN OUTLET, TYP. 0 1- 0 C \ A.7 A. A. �� 426 EXISTING WATER HEATER FLUE OUTLET V r- IL.I A.� �. A.3 A.4 A.5 A.6 8 9 A. 10 z_ c0 \� 427 REINSTALL EXISTING PREMANUFACTURED EXHAUST — 1_. VENT PER 2/A8.22, TYPICAL 0 I I I I I I I 1 I ^ Z Aft 431 REINSTALL EXISTING LOW-VOTAGE PANEL PER 0) 0 4/A8.22, TYPICAL J I I A5.01 1 I I I I I 1 I 409 rr_ ::.T '-J&-46--J--=02.02•.- _ ... ... �-r'z ��. - - _.,:_ -_1"-"T-"",: z 432 MANUFACTURED EXHAUST VENT r_ _ Err-- _ �r�....- - ..•. �.r 1 rsT.- - ��=_ - z.ST. -: - _ i ' ' Z ,-, i.' r , [4. s� S. PROVIDE NEW PRE - ' �.r..r.- fir' """ y"-it—r—�� _— - - . ..: c` rt— Z r _ '-rir1� � A Y 1-�'r-r r. {fid-�.-�C=......,�....,..� +-- _.... 1 ._ �Z2,_ rrj'.C" _- �� r-r- °}:A-Zr:�-rY--r y ��::1C mss- =-r-1,1-r'-.r.'. :; ':.�I.T- �i'- —_ -- i�r-IrT--�;.�,��'zr � _rsEa�-.fir-e� j I COVER THIS VENT r r 1-' t ' ..-r�T-rz� ��..r .t.�. r-ri. r,.-.._,- �-i::r '�N..' , I' I I', SS =�— j iTr l �i L I i i r � ��,-1•..sL i 'Ef L,-r-i l W - —_ — 11 r3- -t_7.....,...,------17. 34--a- — -3-E.L6..1410 ••= L T r - r`. . -..S w'. r r:-E,_-r ,r ,_ -, Y_-T , I� sr ,• .T� _ =-s::-■s-- z�-..�..�.• z_��_� s _� 4„liaimsw ---.- ii \� .---t-4.1-- - �•� tom,�T"`� t. 7 17:% � �I -----� TYP 400 435 WEATHER RESISTANT GFCI OUTLET, TYP. -SEE v Ln 1X405 T,. LI' .---:T7--&-r-- ,. tT, _— 1-1 r� ."- \ ;�� TYP - `�S'la - ,^ A8.51- 31A8.22 r. _ , r s sz--- al:�„■s �r s L 'LI a:. / r AT RAKEICC -N- • 1.1 .:,—.,7 I= r-- -- �� T w �'-+�� ' rl�:z= / \ I. _ •- �� , _ s- j7,7„ ---ve\-* . I 3r 1 a rY r err'- Ii �• /�/111�I` \ _,__c// 1 \ \ .t L t s_, J ROOF • � I - - • ' - - -- - - - - ••?� 26' 6 518„ �� .� ,.,,r`r/� Ai 41 _ ,�1 _ M. b. w i _ ._ .: — `_ H111 ' _- �� Ii_I i1 0 'I. w I I �r I I +� �� g ._ 1 �� EXTERIOR ELEVATIONS - 1 BUILDING A 417 / \ / / 7 1 / I `423 LEVEL 3 /` /� 1._ I. /11�.� I�. it _ _ 'M FA _41---,- 18' - 5 112" • a�1� T „�I��IY�i. I! I fig __ `;� �� . • • r _�•� . _ � • . '�_�� ` I PROJECT NO. �4� \ I■i■��ft I�J _I� ��,i I�1�V�til E 41719036 �� iiii� 1 .. ��Ill II IIII+ ! 1 i 'l 11111'11: ' I 1.' !IRI I h Li, II. a 1;11,' ': 11111' rl lk .II.;.... ► r`ill I .-l. r•.G `I I I I�IIGr.i+..i 4r �111 I til' �I , GG �ELriGr•Irr... ■.GGir•. / 1f 11 ;� ! v' I •-I I �_ I I I — Ilri,i,rll 1 /�iVI 1 I ,, 7/23/2020 P7111111111 1 f11� I .�r EIII"1 I1�1 �fi1111i111:1 �• �I� 1,, I•. •.�r�l �I�I imp! IIIIIi1111 `1�� II�I�`1 a' Ihi1I111I1111: IIIII'IIIIII`[ I XLEVEL 2 ! 17 , IIi1:_ r l r•l IIII' �_ I r' EMI I f1—� Oji _ . re u� l��i 9' 2 314.. . Irk! - : �. Ir �,.. ;I rilrr 'i — ,4 '�_ ::: r r...' 1•• •er r .err "f:-1 - 1 - r ;�� ! % / - �,� !ll, Ii �l - ' , -- GENERAL NOTES: KEYNOTES: x $ D4/c - 444CP 414. A. LOCATE EXHAUST VENT TERMINATIONS 3'-0" MIN 400 PREFINISHED SHEET METAL DOWNSPOUT, TYP. FROM OPERABLE DOOR AND WINDOW OPENINGS. -ROUTE QUIET ACROSS EXSITING ROOF TO �1�� y • i EXISTING GUTTERS ` i II c.21 B. NOT ALL EXTERIOR COMPONENTS MAY BE SHOWN OR INDICATED ON DRAWINGS. CONTRACTOR TO 401 PREFINISHED SHEET METAL DOWNSPOUT, TYP. • FIELD COORDINATE SIZES, QUANTITIES, LOCATIONS, -CONNECT TO EXISTING STORM SYSTEM UNLESS PO^ ' D, 0• GON AND TYPES OF COMPONENTS PRIOR TO OTHERWISE NOTED SEE DETAIL 8/A8.214 2918 4 COMMENCEMENT OF THE WORK. �� 402 EXSTING PREFINISHED SHEET METAL GUTTER 4 OF O C. VERTICAL HEIGHT DATUM INFORMATION IS BASED -PAINT ON GROUND LEVEL FINISH FLOOR. •- 405 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY, 0 7- /�� /�� /--------- D. RELOCATE EXISTING WIRES AND CONDUIT MOUNTED TYPICAL (A.E'(A.D) (A.C) (A.B' 'A.A' TO THE BUILDING EXTERIOR TO RUN WITHIN THE 11 E EXTERIOR WALL CAVETIES. NOT ALL EXISTING 409 FIBER CEMENT BOARD WITH 5/4 X 2-1/2"VERT FIBER o \/ ‘,...___,/ �� \' �/ WIRING MAY BE SHOWN IN DRAWINGS, FIELD VERIFY CEMENT BATTENS AT 24" O.C., TYP AT ROOF JW ALL CONDITIONS. CONTRACTOR TO COORDINATE DORMERS PAINT m WITH THE LOW-VOLTAGE PROVIDER THE NEW ROUTE OF LOW-VOLTAGE LINES IN WALL. D c 410 EXISTING CONCRETE STEM WALL, TYPICAL 1- E. NOT ALL EXISTING APPURTENANCES ARE INDICATED 0r, (1) I ON PLANS AND ELEVATIONS. DOCUMENTS INDICATE 411 5/4 x 6" FIBER CEMENT CORNER TRIM, TYPICAL W c 03 MINIMUM REQUIRED. CONTRACTOR TO PAINTI- n i COORDINATE SIZES, QUANTITIES. LOCATIONS, AND - 0) • ITYPES PRIOR TO COMMENCEMENT OF WORK. 412 5/4 x 4" FIBER CEMENT TRIM AT WINDOW AND DOOR 2 0 __ OPENINGS, TYPICAL-PAINT V � 3 �-'� 1 r t � �� -----. � � 405 F. PAINT EXISTING SURFACES, INCLUDING BUT NOT Ce 0 _--Ft--,' , - -; r - \z; LIMITED T0: 413 VINYL WINDOW, TYP. SEE FLOOR PLANS FOR I _rs.- 1.-p r • �, r-� ,1 ,1 i t WINDOW TYPES Q m .,-.11- 7:1:: TYP ATz ;S, ' ':,....=±=i-- -='-= --_• - ..„� �� ^�� „-� , ROOF FASCIA, COLOR TO MATCH GUTTERS I- o - = rf =T , -- 402 - UNDERSIDE OF ALL WOOD BEAD BOARD SOFFITS, 416 RELOCATE EXISTING SURFACE MOUNT LOW (� g i � - .� ori _ . . s� r--=---Cr _ter _�_, �,, �'i BEAM TRIM AND SUPPORT COLUMNS WITH WOOD VOLTAGE LINES AND ELECTRICAL CONDUIT IN WALL a Q I I ROOF TRIM TOP AND BOTTOM AT ALL PORCHES CAVITY REPLACEMENT PRIOR TO NEW SIDING - '" r • 26 -6 518 ALL METAL VENT COVERS TO MATCH ADJACENT REPLACEMENT = Ilr 426 SIDING. PROTECT AND CLEAN OPERABLE PARTS TO wI■ - .I ENSURE PROPER FUNCTION 419 WALL-MOUNTED LIGHT FIXTURE PER 3/A8.22, 0 w12 N - I 427 - UNDERSIDE OF DECK SUPPORT WOOD STRUCTURE TYPICAL-SEE FLOOR PLANS FOR FIXTURE TYPE ; L AND DECKS F- N I -- /- -_• LEVEL 3 420 FREEZE-PROTECTED HOSE BIBB PER 1/A8.22 x co - ►i 1 18' S 112' ijAv ALL ELECTRICAL EQUIPMENT AND ASSOCIATED W MOUNTING PANELS AND METAL FLASHING TO ,,,� T' . MATCH ADJACENT SIDING. MASK OFF AND PROTECT Ce N LH1 LATCHES, LOCKS, LABELS, TAGS, VIEW PANELS. 421 STEEL STAIR FRAMING, GUARDRAILS AND HANDRAILS WITH PRECAST STAIR TREADS AND Q r� - - - -1 ALL APPURTENANCE BLOCKS AND ASSOCIATED LANDINGS-PAINT 0 0 --- 400 METAL FLASHING TO MATCH ADJACENT SIDING- 0 'n \�'`1/ UNDERSIDE OF EAVES AND RAKES TO MATCH , ---- - ;^T ,r .r,-�, , _L moi.,_ ,i;<< ,T� ��_ _ 422 STEEL GUARDRAILS IN FOREGROUND PAINT �, i j---- - xTI I:-t 1 •�3r LEVEL 2 ADJACENT SIDING COLOR . I 9' -2314" } Z �•■� �� 423 514"x 8" FIBER CEMENT TRIM BOARD, TYPICAL li IIS! .11I �, 1 i i -PAINT Q fTh i II -- 1 '' '_J. - N - -:"Ell I 1 I -i4 LII 1 401 424 514"x 12" FIBER CEMENT TRIM BOARD-PAINT ~ l.l.. .. ! 425 EXISTING WATER HEATER DRAIN OUTLET, TYP. ui _ - _,-_, -, i LEVEL 1Lik / r-. 426 EXISTING WATER HEATER FLUE OUTLET m <421 422 424 413 <412 <4� 1 45. 14\ TYPAT 430 .� lFINISH 427 REINSTALL EXISTING PREMANUFACTURED �41D EXHAUST VENT PER 21A8.22, TYPICAL W m \8.1% GRADE �/ J 430 REMOVE AND REINSTALL EXISTING SIGNAGE J LU re = CV CO H 431 REINSTALL EXISTING LOW-VOTAGE PANEL PER LLl 4/A8,22, TYPICAL rn 0 BUILDING A EAST ELEVATION 434 EXISTING GAS METER-SEE 1/A8.22 FOR SIMILAR - PIPE PENETRAION DETAIL AT WALL COd co z (r) O 1- �-�) SCALE: 118" = 1'-0" r ❑ A.10 I---- 9 A.8 A,7 A.6 A.5 A.4 A.3 A.2 A. 1 '= w T 1 z 0 A a X409 1 i i i i A5.01 1.0 J { a .i .i-=ti�i- .x_ x�i� TSi i.a_ a _' a- ��i- �.�-...Y-- -wT..r--i - :3 _ - _ � -- - �,.''''- r. _ .ter., •3'71- _ + • ry ..�- .� i -5.- -1"4:- r_' �.Sf-�� SSZ - Z -L-_-tea- : -�- --- Z------- - a r ti-,_ � �`\ SJI moi- t 423 =-= te �-_-� �z�s� - _ -,-- : r. - --r r-i7s��r ��r ,. _ ter, zr ==�- s.�eer�s3s-rr�------zs- --- r - t .- z-srr� -sG--...im,aas Vis; i 11 �1 a .. 1 . . ==s=--r=r r =r- :ma=r ^ _ z- z�r a-s CI: 1 TYP -- CO x e- 1- '- _,. ..-_-_-"-__-1_2-r�T-��- - 7 - TS�l- / �� ice_-ri4.T ri'i�i�Ci"Cw rr=rrTr.Y - w -r�'�ia' w -�re-r-r-i-.r1' - -a--•. _rt� r - - � Y�� - sz�ri�.r�svv_�ss---;r-s-t '=�z-s-.7t 4�s�s."?�� :�-mss.-ar�"sa�-a"�"a�� r �.�-- _ i, s _ - - -_- -- ----- -- AT RAKE:- . ��T ,� _ - 'r• ��1�� r��r, e-rerr-rl- -�� - ---'�.C1."i--�T."i� �r �_ � � -- - Z��' �� e �-+ . ��L- ..,- � Sri'' ' 405 •��._,_ .. - r T t -.-Tr-m rs- �r--------rr' s-sj \�-?rte- ^-=-iri rr "r s r� 7i -�� = --•-•'seri, . c - ;sr - -.0r "; - . ,'',1� r �y- \ z ---sr--z - -rssinr°Maiirrrr. i. ---= : I =_ �r- ' lC� .J '.Ier.�r 1.: �-1 _ N =1.^ -� .: res zs STT PAVE_. r_ a 402 . / -esr--r... -r -=r. azs�rs-z -r-2 - �, • - 111-L:!7.; � _; - rte.• ROOF -. -- - . ....M.• _ _ �.. '�. �. •ir ��_ 26' 6 5/8" �___ w J \ IIt 411 X400. - i i AIdd - 17 ffiR = , 1 H _ 1 - _ 1 _ H. �� P EXTERIOR ELEVATIONS - 1 I1 j -- - . U � � _ , LEVEL 3 BUILDING A e ______ „... -- - --•-- - -• _ } 18' 5 112" _ IR _______ .. �� PROJECT NO. 1 -- 1 -} 1. I , I _ i - - ` ___ - - 19036 , 7R. + L -TH H iii III -1- 1 1 R I -Ii [ I d u �- u 419 �' 1 I. I Lr is II LEVEL 2 7/23/2020 I ,i.,... . 9' -2314,, X r i FIllegl 11--1 rEl - H . , - 1-.1 EE EE - T H 1._IR o ? REVISIONS:/ \ 1H - i_mo [_ M. ._, • •• , . ... __ ___ _ __ 1 . s `� ��■� gum LEGEND: r A _ . . r - " --- _ ' - �� \ - - LEVEL 1 z [�f� -.11 w, -Iv- ter- -- - - -- w --\1,G1wivt ^m�.�_.._-- ---civ --- i .��T�9 � ��yr--tir,v,- ,, -'� 01.._:Rn O 1\ II IlFI A ` I / II U II u �': Lcr I II al- w ' 1 ` 1 420 1\ / 425 426 1 1 PAINTED HORIZONTAL FIBER 1- //\• 4043� 416 425 � 4� 427 416 4 TYP AT 410 CEMENT SIDING 8a' LAP Q z ''\131 �i Ar FINISH PAINT SW 6257 GIBRALTAR a _ GRADE LL et D. PAINTED HORIZONTAL FIBER Q I- 1 Z w CEMENT SIDING 4" LAP 1- - PAINT- SW6247 KRYPTON < ow EC i PAINTED VERTICAL BOARD AND co a r BATTENS - 12" z o PAINT- SW 6148 WOOL SKEIN _ A4 s BUILDING A NORTH ELEVATION cK 1U - • PAINTED VERTICAL BOARD AND o IXAa BATTENS -24" w 0�, SCALE: 1/8" = 1'-Qr' 02 PAINT- SW 6148 WOOL SKEIN O o2 Z U0 GENERAL NOTES: KEYNOTES: C 4 4,4 A. LOCATE EXHAUST VENT TERMINATIONS 3'-0" MIN 400 PREFINISHED SHEET METAL DOWNSPOUT, TYP. trl FROM OPERABLE DOOR AND WINDOW OPENINGS. -ROUTE OUTET ACROSS EXSITING ROOF TO M ry� , • j�N EXISTING GUTTERS !� B. NOT ALL EXTERIOR COMPONENTS MAY BE SHOWN OR INDICATED ON DRAWINGS. CONTRACTOR TO 401 PREFINISHED SHEET METAL DOWNSPOUT, TYP. S el FIELD COORDINATE SIZES, QUANTITIES, LOCATIONS, -CONNECT TO EXISTING STORM SYSTEM UNLESS PO• ' D, 0' . ON AND TYPES OF COMPONENTS PRIOR TO OTHERWISE NOTED, SEE DETAIL 8/A8.21 2918 a . COMMENCEMENT OF THE WORK. 4O 402 EXSTING PREFINISHED SHEET METAL GUTTER 4 OF OPx- C. VERTICAL HEIGHT DATUM INFORMATION IS BASED -PAINT ON GROUND LEVEL FINISH FLOOR. • 403 EXISTING STEEL GUARDRAILS IN FOREGROUND 0 D. RELOCATE EXISTING WIRES AND CONDUIT MOUNTED -SAND, PREP AND PAINT - TO THE BUILDING EXTERIOR TO RUN WITHIN THE a„ E EXTERIOR WALL CAVETIES. NOT ALL EXISTING 404 EXISTING WOOD FASCIA, TYPICAL-PAINT oU WIRING MAY BE SHOWN IN DRAWINGS. FIELD VERIFY w ALL CONDITIONS. CONTRACTOR TO COORDINATE Ce ca WITH THE LOW-VOLTAGE PROVIDER THE NEW 405 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY. B.A �.�' (B D)D �. r ROUTE OF LOW VOLTAGE LINES IN WALL. TYPICAL o p H �(B.C) �� J� / �• B•2 �•3 �� B•5 E. NOT ALL EXISTING APPURTENANCES ARE INDICATED 408 FIBER CEMENT BOARD WITH 514 X 1-1/2"VERT FIBER 0 N m r ON PLANS AND ELEVATIONS. DOCUMENTS INDICATE CEMENT BATTENS AT 12" O.C., TYP AT PORCH W o co MINIMUM REQUIRED. CONTRACTOR TO PEDIMENT-PAINT n 0 I 1 I COORDINATE SIZES. QUANTITIES, LOCATIONS, AND - m 3 TYPES PRIOR TO COMMENCEMENT OF WORK. 409 FIBER CEMENT BOARD WITH 5/4 X 2-1/2"VERT FIBER I o - ---- L:.,_i-t-; s CEMENT BATTENS AT 24" O.C., TYP AT ROOF U o' - ' =i:— .rr.,x. Tim$- I -- .`\ ar _`saas :rz1TT I I I �J t --�. a I DORMERS -PAINT ss� �- i F O EXISTING SURFACE INCLUDING BUT NOT Q o �91r airy r�r,4_.., i iii ,_.r ".61-'- ':'''''-•Ir -3 r t � s -t.-rL�� \ _ --- T s- ' 4i LIMITEDT c t'; t4-` ._ ' ,',rT s 405 (T �i s; 405 - ,t,a,1 - L t i,� I -A6-,-,-,-„- * r t, t 3- 1- _ I 411 514 x 6" FIBER CEMENT CORNER TYPICAL m i.,..,--,-- TRIM, �x_i--, 1�i,y`_ •„7, ,_:- " - L' ��s :- = - ROOF FASCIA, COLOR TO MATCH GUTTERS -PAINT ` 1(' –• L 't r �-,-tr r - .. Vii_ L ss --- _ = t 1' z= , =='s: 7 -._ - UNDERSIDE OF ALL WOOD BEAD BOARD SOFFITS, 400'_ • - -7,�t;,. , �, 'TYP t-,Y '�,_" MEM- r ,.rr=- I 402 rte.. • -er= IYP z z _ a = 'Y J = , :a---� I =f'z -- Ts' 3. - - 402 BEAM TRIM AND SUPPORT COLUMNS WITH WOOD 412 514 x 4" FIBER CEMENT TRIM AT WINDOW AND DOOR o N - � ,A8.51, AT EAVE =r ---- A8.51 AT EAVE -_ _ Q �' T4� , f._ ,_- T .z�.s` �,T U _� r,,_ z:' rL;�;� =v== I ' `' TRIM TOP AND BOTTOM AT ALL PORCHES OPENINGS, TYPICAL PAINT I- o - ROOF I j.. 's \ ALL METAL VENT COVERS TO MATCH ADJACENT 413TYP. -SEE FLOOR PLANS FOR - _- -.. -� - - -_.- .. - -p- - i. a r� -_. .. ROOF OPERABLE PARTS TO VINYL WINDOW, °' SIDING PROTECT AND CLEAN 26' -6 518" •- 26' -6 518" 41. ENSURE PROPER FUNCTION Z WINDOW TYPES c N UNDERSIDE OF DECK SUPPORT WOOD STRUCTURE 0 ; in r 1. - I \ I I I I I = I- AND DECKS H ry I l . - 414 FIBERGLASS DOOR, TYP. -SEE FLOOR PLANS FOR LJJ -f. e.i I - I II - ! - �- 404 i II i ! ALL ELECTRICAL EQUIPMENT AND ASSOCIATED DOOR TYPES / i. I :rte` II I I I' it I i I •I MOUNTING PANELS AND METAL FLASHING TO -I o ,t ' I, I LEVEL 34LEVEL 3 MATCH ADJACENT SIDING. MASK OFF AND PROTECT J� _� t --- - -- '., `T 415 EXISTING ELECTRICAL METERIDfSCONNECT PER `� • 411 18' - 5 112" -N F 18' -5 112" t-. LATCHES, LOCKS, LABELS, TAGS, VIEW PANELS. ___•— M•-_ _, - it I a `Y' R 1w - ALL APPURTENANCE BLOCKS AND ASSOCIATED 416 RELOCATE EXISTING SURFACE MOUNT LOW (� "' o _ E pii _TI �� METAL FLASHING TO MATCH ADJACENT SIDING T = I II Z VOLTAGE LINES AND ELECTRICAL CONDUIT IN WALL II I iiiiilimiill! I II \ -1 I I 427 HH____ I d UNDERSIDE OF EAVES AND RAKES TO MATCH CAVITY REPLACEMENT PRIOR TO NEW SIDING / r _ I - I I I1 ��$.-1/ - , iii ADJACENTSIDINGCOLOR Lo REPLACEMENT I � �I'�II �� i�Ii: I ____.. ( I I r LEVEL 2 .,. , LEVEL 2 Z I I hili I , _ _ r 1____ R __, 9' 2 314" ik ® I'I jl �, '' 2 314" 417 REINSTALL EXISTING FIRE PROTECTION PULL 0 / - -) i , I - Ii I _ I \I I,� I STATION/ALARM BELL PER 3/A8.22 ❑ .. _ I Q u ; I I� i _ I II I ! I _- 1. 11 I I !El I I I�IIIIiih.,'''•IIIIII 418 RESINTALL EXISTING FIRE EXTINGUISHERCABINET Q 42 ' (1�,3-c„E7L L 1 1 H I I _ II 1 - I■ U • • -::._ • �, tea' Aj - �I -. - r I _ __ Ii 419 WALL-MOUNTED LIGHT FIXTURE PER 31A8-22, J J �- I Lik_ TYPICAL-SEE FLOOR PLANS FOR FIXTURE TYPE i�l�l�ltiJ I �k :I1111: _ i1= LEVEL 1 --- -- -� .\- ' I ,w. LEVEL 1CO D 4G7 419 412 1 427 r 426 427 426 • 41‘9>j416 434 '424 413 427 . \ . 7 . 420 FREEZE-PROTECTED HOSE BIBB PER 11A8.22 = O ® ® 401 4� \ 403 421 CO gikTYP AT 416 STEEL STAIR FRAMING, GUARDRAILS AND ..1 FINISH 4164> 412 -j I 1 TYP AT 431 HANDRAILS WITH PRECAST STAIR TREADS AND _I FINISH c8.3,91GRADE LANDINGS-PAINT W Q CO I- A8.11 GRADE 422 STEEL GUARDRAILS IN FOREGROUND-PAINT Q N (re i fJ BUILDING B WEST ELEVATION B U I L D I N G B S O U T H ELEVATION 423 PAINT FIBER GEMENT TRIM BOARD, TYPICAL a u) , m SCALE: 1/8” = 1'-0" J SCALE: 1/8" = 1'-0" +0 0 `� 424 5/4"x 12" FIBER CEMENT TRIM BOARD -PAINT Z - ❑ 0N- 2 425 EXISTING WATER HEATER DRAIN OUTLET, TYP. F" T r rrnn W 426 EXISTING WATER HEATER FLUE OUTLET Z (o V 0_ 5 7-----\ / '\, B 427 RED( E) (B.D) ( ^) (B.B ( „ ) B B 4; B 3B,2EXHAUST VENT PER 2A8.PRE22, TYPICAL a Z \ . 1 cm ❑l T i 431 REINSTALL EXISTING LOW-VOTAGE PANEL PER j IL{') 1 1 I 4/A8.22, TYPICAL r I I � I 434 EXISTING GAS METER-SEE 1/A8.22 FOR SIMILAR I- Q CO <409 -A_ . = ' -`r=, . PIPE PENETRAION DETAIL AT WALL W �- _ srr= r7 � -rams .. -�'��..rs ��T Orsi 1 I .r ; �; =� V L`7 -r.. mer-ar-. rE- - --.V.,�_ 435 WEATHER RESISTANT GFCI OUTLET, TYP. SEE a 423. ----3711- 3 rm � --s- - sus-ss � =_-� sus _:TT =a i- I _r-rr -r tT *_ I I I 31A8.22 J r I I ,-..-- r t t•t �' T . ssm TWPM <406 A r :177.14, LT '11141;-t--=-t-_- S, - ..-..z — ,'-' =_� , • -_ 4r1a; - 405 1 I � �T EXTERIOR ELEVATIONS + -=t.- 'r-� - ..e =s- • - ?s- = = 405 ROOF 4,_ 1 I ROOF - RO J, - �=1"4 -_ _ 26' -6 518” -- ' �i-� - _ 26' -6 518" r BUILDING B 400 H __ r c i _� ` II _ 42U ,T r;3r`+1-e-r - :Z ss 1. 1 426 mini 1 1 • 408 E a . I 1 : ■ . _ i I�I� m_ E -�'" a 402 s ssiE�==- `fes, 7 AT EAV 402 PROJECT NO. _ r -1 -" _ -3r== I ratasr`; s 3s 1 Edi _ 19036 ` i ; � _ � ice.-ar==a��' I� A$5 _ .T - .L 1 1 � - 1 `404 i \ L___,_;/:da' ��` ' i= =-r-r r� LEVEL 3asrrr �L� I LEVEL 3 \,. �s-_-a.�� 18' - 5 112" C � � I ;i=��e-r •�sr_�s��s'e.,- =-� ;=4-�;� , \ 1$' -5 1!2" li r� . . _iiia �� r 'IM.rg� 423, M #11 II.I1 � Il ' " 01 -I 7/23/2020 — 404 417 2 1iIIuI##1 111HI!'' I ' Illi ' ��I" _ • O . REVISIONS:/#'' i'_purni Ji , Ilkk iinnii,1114I IllgtiNt174-71 11. t,;uiiu I 1 i I91• I i II w;' . I • . , ,.. LEVEL 2 /, I LEVEL 2 H -" ' �'}= �� - I \9' -2 314" Y --'111111 - I _c- 9' 2314" z E 1:1 435 . : X11 j �= :� . ' ,�01 • 411111111117" �I�I 1 u LEGEND: ". .l •L• ." w o __ \� - =;I== = 401 -..::1. , I PAINTED HORIZONTAL FIBER i LU 4 1ImhIL �,I#1!4>_' CEMENTSING8LAP illi . _ a1,1 1 �� . di: "1 ` jirtIIi1 !1' LEVEL1 -- _. LEVEL1- \ 0/-011 _ PAINT SW 6257 GIBRALTAR 1 1 0' -0" %. X421 `403.: 422 X435 417 42 426 `' I 417 435 ` �26 /\ X403 L I ¢i! / I 421 PAINTED HORIZONTAL FIBER --� I �' I t421� 401 419 425 • 413 412 4254> 427 I CEMENT SIDING 4" LAP = F TYP AT 414 425 '400 \,/ -- PAINT-SW6247 KRYPTON t--` _ 8 421 435 435a U <418 CONCRETE N..' A8.11 TYP AT w WALK 412 • A8.11 FINISH PAINTED VERTICAL BOARD AND GRADE BATTENS 12" o 1 1 PAINT_NI SW 6148 WOOL SKEIN A4 . 0 3Z BUILDING B EAST ELEVATION BUILDING B NORTH ELEVATION PAINTED:26711TICALBOARD ANDBATTENS " o _1� SCALE: 118" = 1'-0" �� SCALE: 118" = 1'-0" 1 �. PAINT S48 WOOL SKEIN (!. H >- O acr Z oL GENERAL NOTES: KEYNOTES:( DAb co A. LOCATE EXHAUST VENT TERMINATIONS 3'-0" MIN 401 PREFINISHED SHEET METAL DOWNSPOUT, TYP. FROM OPERABLE DOOR AND WINDOW OPENINGS. -CONNECT TO EXISTING STORM SYSTEM UNLESS N N - OTHERWISE NOTED. SEE DETAIL 8/A8.21 B. NOT ALL EXTERIOR COMPONENTS MAY BE SHOWN /----\ �� / / OR INDICATED ON DRAWINGS. CONTRACTOR TO 402 EXSTING PREFINISHED SHEET METAL GUTTER • C.A.. ,C.B) C.C) (( (C.2, FIELD COORDINATE SIZES, QUANTITIES, LOCATIONS, -PAINT o D, 0 GON �• �_� �� 1�• ` - AND TYPES OF COMPONENTS PRIOR TO i8 04 COMMENCEMENT OF THE WORK. 403 EXISTING STEEL GUARDRAILS IN FOREGROUND -SAND, PREP AND PAINT OP 0 i I E I 1 C. VERTICAL HEIGHT DATUM INFORMATION IS BASED 40\5> I ROOF y ON GROUND LEVEL FINISH FLOOR. 404 EXISTING WOOD FASCIA, TYPICAL-PAINT • 419;' \/ - 404; 26' -6 5/8" M' I _ = ri` '�?-Lr -s - _ -_ ' 0 `,-' N/ ` -sl� "4`T` - s_zZ - 405 ' D. RELOCATE EXISTING WIRES AND CONDUIT MOUNTED 405 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY, E = � `•.',_,_;_-,41„..;-1-.` ��?� '=s TO THE BUILDING EXTERIOR TO RUN WITHIN THE0_ 435 ..::.;. `•" TYP 408 I -= � ' _ '----i-=-=. 7 NP - --1-1-.4-, EXTERIOR WALL CAVETIES. NOT ALL EXISTING TYPICAL o =r .,-•- , r ,- fir, L� __ --z s, I 402 rtrTa�� AT EAVE ip" - z;,1", Ys �- Ag 51 AT EAVE i 4,, WIRING MAY BE SHOWN IN DRAWINGS, FIELD VERIFY W %` • �Or- --_- T''�j'- ir •� `�`r' _ ALL CONDITIONS. CONTRACTOR TO COORDINATE 408 FIBER CEMENT BOARD WITH 5/4 X 1-112"VERT FIBER Ct co 402 = � mss ,Y-=-1..�A.s i 401 .issues = Y r� �, r. _ _., _ =J CEMENT BATTENS AT 12"O.C., TYP AT PORCH -LA"- _ 4. 417 L-�-� ,,,,r; ........= ', 'TY,z z' 1�,, I WITH THE LOW-VOLTAGE PROVIDER THE NEW r�z�--�_ LEVEL 3 0_ -. , , , ,. '._`1-,-,L -c ss_.- , _.rs_,� =�s� _.L,..17- r,T,T, _ LEVEL 3 0 d1,:rasL=Z- �I\� 18' -5 112" -`�°` •-s r '' '' �z-s r _� a ROUTE OF LOW VOLTAGE LINES !N WALL. PEDIMENT PAINT 0 I- o ,,,r +.I +►. 5 414 <422 r,T_�,_ � �.- .3, .rte=. t1 1g` -5112„ 422 f I I_i I E. NOT ALL EXISTING APPURTENANCES ARE INDICATED 411 5/4 x 6" FIBER CEMENT CORNER TRIM, TYPICAL 0Lo Q1 II PI - = - I. ON PLANS AND ELEVATIONS. DOCUMENTS INDICATE -PAINT W o al I / <417 f 404 MINIMUM REQUIRED. CONTRACTOR TO H " � 426 ��..=.,rs. �• ® - �� COORDINATE SIZES, QUANTITIES, LOCATIONS, AND 412 514 x 4" FIBER CEMENT TRIM AT WINDOW AND DOOR - °' 426 \ lr r,,u i i m i n ,,,.,..i_,.,..0 i t ' / _ �: 'II TYPES PRIOR TO COMMENCEMENT OF WORK. OPENINGS, TYPICAL-PAINT Z o • ,...,�.i �11 LEVEL 2 .. -' I LEVEL 2 iii ,; `j 9' 2 314" �I,�I + I 9' 2 314" 0 c 7 == EI I�� 11 • " F. PAINT EXISTING SURFACES, INCLUDING BUT NOT 413 VINYL WINDOW, TYP. -SEE FLOOR PLANS FOR re o ... t7'' IIII 1 .ill Ir \ 1 -0 I _ _ II • I I LIMITED TO: WINDOW TYPES Q c 411 ri.:,_ii.'!!-_1 l ::: • I 1 ; ■ I ROOF FASCIA, COLOR TO MATCH GUTTERS 414 FIBERGLASS DOOR. TYP. -SEE FLOOR PLANS FOR 1- ii„ I I J IIIllI!ll I� - UNDERSIDE OF ALL WOOD BEAD BOARD SOFFITS; DOOR TYPES Ie a �� \ LEVEL 1 ' _ LEVEL 1iik_ BEAM TRIM AND SUPPORT COLUMNS WITH WOOD o 0' -0" - y ••••• .... 0' -0" TRIM TOP AND BOTTOM AT ALL PORCHES Q I I �� 415 EXISTING ELECTRICAL METER/DISCONNECT PER = N 401 435 435 425 416 41 ' 403 ' 431 413 416 \ - ALL METAL VENT COVERS TO MATCH ADJACENT *� ® `\� ® 4 TYP AT 427 424 SIDING. PROTECT AND CLEAN OPERABLE PARTS TO 8 TYP AT ® ENSURE PROPER FUNCTION 416 RELOCATE EXISTING SURFACE MOUNT LOW Z N <421 A8.11 FINISH VOLTAGE LINES AND ELECTRICAL CONDUIT IN WALL m A8.11 CONCRETE 416: 412 GRADE - UNDERSIDE OF DECK SUPPORT WOOD STRUCTURE CAVITY REPLACEMENT PRIOR TO NEW SIDING WALK \ AND DECKS REPLACEMENT W N B U I L D I N G C W E ST ELEVATION BUILDINGCC SOUTH ELEVATION - ALL ELECTRICAL EQUIPMENT AND ASSOCIATED MOUNTING PANELS AND METAL FLASHING TO J a `o 2 - MATCH ADJACENT SIDING. MASK OFF AND PROTECT 417 REINSTALL EXISTING FIRE PROTECTION PULL C N SCALE: 118" = 1'-0'" SCALE: 1/8" = 1'-O" LATGHES, LOCKS, LABELS, TAGS, VIEW PANELS. STATIONIALARM BELL PER 31A8.22 ", M - ALL APPURTENANCE BLOCKS AND ASSOCIATED o o METAL FLASHING TO MATCH ADJACENT SIDING 418 RESINTALL EXISTING FIRE EXTINGUISHER CABINET 0 2Ln - UNDERSIDE OF EAVES AND RAKES TO MATCH ADJACENT SIDING COLOR 419 WALL-MOUNTED LIGHT FIXTURE PER 3/A8.22, TYPICAL-SEE FLOOR PLANS FOR FIXTURE TYPE Z 420 FREEZE-PROTECTED HOSE BIBB PER 1/A8.22 0 11 o �----\\ / \ / \ /----\ (C.2 ( ...___1 (C•C) (C•B) (C•A) 421 STEEL STAIR FRAMING, GUARDRAILS AND QQ \--____-/ \---_____/ \-----/ HANDRAILS WITH PRECAST STAIR TREADS AND i''''" LANDINGS -PAINT J w I I I 422 STEEL GUARDRAILS IN FOREGROUND -PAINT CO a rs - ROOF I I ROOF 423 5/4"x 8" FIBER CEMENT TRIM BOARD, TYPICALi 2 _-. ---- rte=4-;-r;--r-,Tz'�i.-.;i:- 26' -6 518" 26' -6 518" .� 7 TYP 1:1111---7- ;:_:_i 4, J i, �,T ,,,./. , \ -PAINT MI `ss AT EAVE ' - ''a'i 4-`-'-'''''r'''''-' :-.... �` - J 402 426 -T E� 'A8.51 -r-1:4--E-L17-r71 --1 -.L. ' A x 7 TYP I (D.B) (D.A) J L ,_, srS3;�,. �- ® 405 A8.51 AT EAVE �� / 424 514" x 12" FIBER CEMENT TRIM BOARD-PAINT w < - r�ss - ", / !yews s LJ t- L=r= �'"x ___ T __ 402 -�- �. W .: T ------3.= .L ._.! r T I LEVEL 3 _ _ \\: . LEVEL 3 _� _ I LEVEL 3 425 EXISTING WATER HEATER DRAIN OUTLET, TYP. {V - mss - `" '"�' '" -1 H 18 - 5 1/2 - 18 -5 112" 18 5 112 404 ! _. . _1rLr_:riT;,, __ .- TA�� Fa ,-�- -� 430 405� 426 EXISTING WATER HEATER FLUE OUTLET � � � �_- T� ' ''44004 �,..- TYP fZ,J '' :fig y�� -_ 427 REINSTALL EXISTING PREMANUFACTURED EXHAUST CO 111.. Fir- 1� 401 I_ - ir nilZ iaFr. �Y + O H �. - - - VENT PER 21A8 22, TYPICAL G l�A$21� ... - _ i 4- ____ - I `4� I A8.51 AT EAVE r ,� L z LEVEL 2 I LEVEL 2 ,_ - --�!, - O0 c MI z LEVEL 2 G 9' 2 314„ •,, 428 PTHP LOUVER WITH 514 x 4" FIBER CEMENT TRIM r 0 ® ri -..I I I I 9' -2 314" I y- '- . •- =�=sr =.; • '��r=E.WIE r S' 2 314" fr - _ I VII I ��, PER 91A8.31 0 T w 17 ,H H I\ rd ( lIiIlIl1 I 429 EXISTING PTHP LOUVER WITH NEW 514 x 4" FIBER ? - 0 --\ .- --_-_-.-___----. - All 424 4fl4 j, 1 I -- CEMENT TRIM = r - I r I-1 V _ 1 A -' � ` IIIIIIIII LEVEL 1 I LEVEL 1 °-4411 , f I�III�I I Q z ru 430 REMOVE AND REINSTALL EXISTING SIGNAGE yL Ill : LEV0EL01, O 1 / 1 \ 4q1 431 REINSTALL EXISTING LOW VOYAGE PANEL PER = J <41� 4> 427 425 413 41A8.22, TYPICAL T N; (----:4-", TYP AT 424 413 412 499 425- 421 43b 411 042° \\ 435A 420 429 • X436 403 } FINISH �4 TYP AT 414 8 Q r m A8.11 ' A$ 111 FINISH 412 TYP AT 434 EXISTING GAS METER SEE 11A8.22 FOR SIMILAR 401 : / GRADE 434 GRADE 425 A8.11 CONCRETE --!412 I1.� WALK PIPE PENETRAION DETAIL AT WALL 430 0 Ln 435 WEATHER RESISTANT GFCI OUTLET, TYP. - SEE Q BUILDING C NORTH ELEVATION 3 BUILDING C EAST ELEVATION �6 COMMUNITY ROOM EAST ELEVATION 31A822 J J SCALE: 118 = 1 -0 SCALE: 118 = 1 -0 ) SCALE: 118 = 1 -0 436 REINSTALL OFFICE DROP BOX EXTERIOR ELEVATIONS - BUILDING C & COMMUNITY ROOM (D.2, (D. 1) (D.A) (D.B) PROJECT NO. (6-.)1 (D.2 19036 9 \, TYP AT A8.51 ;,, PORCH I I LEVEL 3 s... ti 18' - 51/2" 1 I I X 7/23/2020 r ----- - _ 1 1- r Y I '� - _—_�.. - - I 405 rtT J L. := r �: =Y s� 7 TYP � 7: `'. ;;- 1. fl REVISIONS:._#.. AT EAVE ,,_. •. . X405 _ r,-_ I s `, Y- - 1 r A8,51 AT EAV..se� 405 z o •' .TT rl [_ Lrir f4 ' J _�-r-• _ 1 .. r ,'" 402 - L L a� _ `asar '; 402 '•� ` � __din1W,r -® �z: -= / LEVEL 2 _ -�- ,_ 402 LEGEND: z S �� _•.• ,, - -.ars r't;` 9' 2 314" ==� -L- ROOF UJ r■-� -� �� 8' 1 1/4'4. I a I 11h PAINTED HORIZONTAL FIBER w 1 • - I \ 404n �� • 44> CEMENT SIDING 8" LAP U o I 401. = - 404 I PAINT-SW 6257 GIBRALTAR o X11 - =-- • ��1cn 'I I f,. -� 1 LEVEL 1 411 I rj nFL411‘_...7_1- -1- 1\_� I! II LEVEL 1 - i♦ 4LEVEL 1 I PAINTED HORIZONTAL FIBER0 0 �' 0' 0" - '' p -0„ CEMENT SIDING -4" LAP = '6- . .. 1 i PAINT-SW6247 KRYPTON Q f 411 I . 4 414 412 423 403 403 401\ 428 \ 411 496 / 4> 427\� 44w Q TYP AT TYP AT a II '! PAINTED VERTICAL BOARD AND ¢ w 8 Pct cc CONCRETE FINISH A8,11 ' FINISH BATTENS - 12" co o �8.1y WLK A8.11 GRADE GRADE 11 H PAINT-SW 6148 WOOL SKEIN z J Q PAINTED VERTICAL BOARD AND COMMUNITY ROOM NORTH ELEVATION COMMUNITY ROOM WEST ELEVATION COMMUNITY ROOM SOUTH ELEVATION BATTENS -24" o Ii 1 SCALE: 1185.g. A4 . 04 7 '" = 1'-Q" 8 SCALE: 118" = 1'-0" SCALE: 118" = 1'-0" PAINT SW 6148 WOOL SKEIN a O p,- Ua ' 3'-3" 01,46)TREADS AT 11"FOR TOTAL OF 5'-6" 3" GENERAL\AL NOTES: '��140 - 603 1,4 w' - 3" -,I.'" :'1• . • Oa A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, �� 33 LANDING , 5 -6 . ' UNLESS OTHERWISE NOTED. f E - 609 A6.01 _. : }� 3Alk I B. STRUCTURE MAY NOT ALWAYS BE SHOWN,FOR owl 610, 6.01 601 1 •: X602 CLARITY. !�► - �► -1.. C. DIMENSIONS SHOWN ARE APPROXIMATE. FIELD\644c.„.. -----\ 1 \ i I ' .0r.- • 18 ($40, -I- - --"�n - .2111=-1=1-7-1-11-1---.M___-_T__- rt. - `,, VERIFY EXISTING LANDING HEIGHTS,EXISTING • OF 00 I tr„,____.........,..,_ ___ rr€ rt 7, It ti --- Nit (g • _ .,. :. ..., - . .E: .- . . Ce CONCRETE FOOTINGS ELEVATIONS AND I €€ I if II 3 i E €_, F..- f f. _ € 4 ? t'. = ui 4 LOCATIONS,AND FINISH GRADES FOR NEW STAIRS. '1 I 1 € #I i II II # A 1 LRC p c: ';t°' = - ='I # € ;', f' p FIELD VERIFY LOCATIONS OF ALL EXISTING DECK € I 1 1 Et t 11 u € - 6 0 �4 �''. - r :�"':,`.`; :'.�.. cl z A6.€}1 f p :; f _ ( SUPPORT BEAMS,END WALLS AND COLUMNS FOR 1 t €I I It It I Es LL. 1' - E-- F :.--`.:� 'f 3' 1;. '' f!) E # 1 € II t 11 1€ I [ p UP:f . __ - €`,`' , 1 f f'.'; Z CLEARANCES PRIOR TO FABRICATION OF NEW 0 cf I I 1 II t It II I C+1 LL# _ r }:. - -- €' �," :.Y. s:':: = G Et GUARDRAILS. E I i I€ t IE It t 4 .f � - €-":�-•�"-` .'' �'I->'..':- •'J-:_ ;1,�:'' '.,1 # .f f,y 1 ! t€ I I t I I 1 1 t( C? / 1. `r -- :'I.; -_ 4. a^ •a i; 12 C1 I 1 ! 11 1 It II 1 1 f LL. / A8.41- - 1.-" = 3: .- - _a`'J #.:,.,::,_,,;F...n,,, T r .; ',�'.. ir1 ul 0 11 1 11 11 I i I la C'] C'.= "-:a; - ,;` i ;.t I A8.41 0 D. SEE STRUCTURAL DRAWING FOR ADDITIONAL J ..W ..; r--1-t-- --u----4I-----I�----u-----I----- --__—`� L �.., ►L I �i # � wU yy- »�T�_,-�T v�- ---�` T •,-rr� , �. .� STRUCTURAL SUPPORT INFORMATION LL a� ' 0 # I I �J I C v t=- _---__ {J i i �9 _� ' 601 „ , ” �u € - - -• - - f 1. 608 '` 610 i 7 610 -- - f :3 .�r� W K" A8.41 ,,-:-'1-'.' �' _ - -•a • \A8.41 171 . H r- 607 C7 - 605 / .:G d "J <603) 41E3 ,... ,• i _. ,q 600 _ 60044( 0 . ,...,... .. .., . „ i- < 0 FU1 to _ X civ EEI _• 0 I—ce <801 4 6£I1 Z 3 av _ ©f.))4 s. " 600 600 UP UP Le uE Jr r 604 - ¢ C� u Lo A8.41 mm. s ,, 3'-0"INSIDE �, �, 3'-0" INSIDE FACE OF STRINGERS Z FACE OF STRINGERS' KEYNOTES- 2 ❑ STAIR TYPE 1 FLOOR PLAN - LEVEL 1 ix 2 STAIR TYPE 1 FLOOR PLAN - LEVEL (-----) 600 1-1/2"DIAMETER GALVANIZED STEEL HANDRAIL, _ ix _ 0 SCALE: 112 = 1'-0" • SCALE: 1/2" = 1 -0 PAINT �'"` ,""�'� 601 GALVANIZED STEEL GUARDRAIL WITH VERTICAL MIMI J ' Lu I .I I PICKETS, PAINT .77 I I 602 3-1/2"CONCRETE TOPPING SLAB OVER DRAINAGE • W Oa �, MAT OVER WATERPROOFING ON EXISITING I I WOOD-FRAMED SHEATING AND SUPPORT IX J A89STRUCTURE liU < M _ III €_ 7' ate_.- __��_ —__71 ii _ I - re .i: w 603 EXISTING WOOD COLUMN WITH FIBER CEMENT _l_i cv I I A8.5MN WRAP AT TOP AND BOTTOM PER DETAIL P . . Cr) ❑ -__1.--_-_)-1 604 PRECAST CONCRETE STAIR TREAD 0 M ICI 605 GALVANIZED STEEL HSS STRINGER EACH SIDE, 603 PAINT-SEE STRUCTURAL DWGS 606 PRECAST CONCRETE PANEL LANDING ON 0 c- Fri GALVANIZED STEEL SUPPORT,SEE STRUCTURAL Z CQ 0 � DWGS = � �.. 607 EXISTING 2X WOOD FRAMED WALL WITH NEWter+ "„ - FIBER CEMENT SIDING `"� LU � "' - �� 608 EXISTING 6X BEAM SUPPORT BELOW CONCRETE r - I��.m - P' 01", �"" . TOPPING SLAB �" r D �� /� C) /' _ 609 NEW HSS STEEL SUPPORT POST, PAINT-SEE LU - _ �'0 a STRUCTURAL DWGS 0 LO ^- �'" / N Z 610 EXISTING CONCRETE FOOTINGS, FIELD VERIFY -- —. � — ___ // = ✓ - = HEIGHT AND LOCATION r- �I„L TO STAIR LANDI-NG TO STAIR LANDING _-_ - - _ - - - r` 611 GAT STRINGER BASE T.O. , -; liri+l-9'-# 1!4" 1 `k h.,ted _. - — +1-9'- 1 114'" _ _ — . -' CONCRETE FOOTING/ NEWC E O I ��./ ...A . CONCRETE 1"MIN HIGHER THAN ADJACENT 1----' • _":.`•:•%-:•:•',.'-.-'-';'''': = f1 —I w5.1: j � 7 EXISTING CONCRETE LANDING � , -' VERTICAL CIRCULATION , 1 , . i 8f Z r 40 z .- / r �� i l a. _ • i . ° /r � 602 0 s,, �� u. 0 'in PROJECT NO. a \ 608 _. �'SI © 0 t 19036 < 1-= •1 - .iii ,....,,, < R sk - * • to y� 712312020 LL. a m5 ....Li_ LU �o! \ `fes U 0 CD 606 — — — REVISIONS: t/ a` ,,� a 606 n ril 411> BO STAIR LANDING I �� BO STAIR LANDING { 0"-0" - — — — — 1 — _ a, o" — ------ _ .\-_ — \ —� — — — _ ---_ - - ...- — — — LL, gr re i- Jo Uc�;o o OJ,o'Uo U.;u l n 'o Jo°Jo'Uo UUu�Uu IJo L) L.-)0 .._..)b L.-10 ' ' - e6 Do Do Doo 'U' \'o Do Uo 1 o (•,__ 6 Vo�.Jo�,Jo DcUo DoU©Uo 10_ Db Qo Uo Do Uo ( fAa�0aC50oGb0oOp7oQGaO.aCoJ / 0bO' pO0o00oC _ �a.0000OoOodooo0000o000oo00rJCo Qo �� ♦ Ooda7odo0Oa 00 609 O ' _ - OOo Oo •� 0-00` 40 0a Goq-00,00000 da Oa Oo ,000e0 ( 04.0 00aOO 00.0000 oC DOUOUO0' 0' ' r r C0:o0760- 16 ` 06 0: 00oOFZ0 0Gho 06 = ".4 J.000o0O \/ I; oJ� ,�„ .�0oO c._,-\]:'(._. . ObOb � a� 0a`08"0 ` 8" O� Or - eOOVO OOOQOC O "-r0 n0 nO nn+ ,O n C�°nL7c nd nd O n nV°nO nO 0 n+: 0,:,-,0:,-,0,:,--,0 oz,n0...:,-,Ond � w ,nO •nb rr . • 0 0 ? L , c oQ. o4, o+ - 00 ..0,,,-7/04,0 00,0 x,000,000_000,0 0 „Oo0000,00,000,0,00 Z 41), , In5610 I 609 611 610 STAIR TYPE 1 SECTION 4 STAIR TYPE 1 SECTION }6 \____,/ SCALE: 112" = 1'-0" SCALE: 112" = 1'-0" z $t.uc A6 I 0 1 GENERAL NOTES: - �' C . �� 3'-0"INSIDE FACE OF STRINGERS / 3 - INSIDE �r A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, 97, 11 FACE OF STRINGERS UNLESS OTHERWISE NOTED_ •n " " / rt ("8.4j) w ,_ - - �� - B. STRUCTURE MAY NOT ALWAYS BE SHOWN, FOR a &❑ CLARITY. • : 6 T UP z `—Q � - E• 44 Q" GON `� 4:::, �s .: ,I. ;,_,:...,---.4„-w ; 600 C. DIMENSIONS SHOWN ARE APPROXIMATE.FIELD �r r 600 - VERIFY EXISTING LANDING HEIGHTS,EXISTING ti? 600 _ .. 0 '. _ CONCRETE FOOTINGS ELEVATIONS AND _ OF 0 ti = F- • _ LOCATIONS,AND FINISH GRADES FOR NEW STAIRS_ 600 _,,..,..,...,,.,,..„ , -_ ' FIELD VERIFY LOCATIONS OF ALL EXISTING DECK ► •:'`, `; .- ,rr 601 SUPPORT BEAMS, END WALLS AND COLUMNS FOR 0 _ _ _ 602 CLEARANCES PRIOR TO FABRICATION OF NEW U3 O '� 605 co GUARDRAILS. a. E ❑¢ - - - - - - - - ❑< _ 0 .'.. p 0 03 ©. SEE STRUCTURAL DRAWING FOR ADDITIONAL W �. "� ::,:s.,,:,. ., . 41> 607 STRUCTURAL SUPPORT INFORMATION �e � L, I • d 609 605 "a • . - M / T' I 601 Il :I \ L . W 0 03 r.: - • - • ' Ill.._ 11. .--_117.7=1117.7_7_7_71=:=2===____n___ __ I I I 1 I f I I 1'. I• I.:.,' 7 P T 1 :. ! L1J to c� is l J I I I I 11 z '.:;•� `irrrflY�► �:':�;:. .i� r ta1, - �1`- '�i �_ .• -�' - - _ c - t - 12 . w , l:' i I I I 1l l: F {' I L t':. _ I i' r A A8 4'i- ❑ A :4 t y z t tl I I I s II I � '� r': =i'� 1• i- x' - r� HANDRAIL G1 - urs"I'a' 11 t 1 Et I I : _ ; ( ' + U1 i1 t n 31 I It i II 14 c� 3 uC €7I i I $ I I Asot :i; i t f i II 1 -h A6.02 11 t t I t II `11' AC , ) 4> ..../1 V , , . _,. 4:„ oc, ..... C:jk 610 4 608 r ' '"y , . . . L _ 609 A6,02 r 608 A6.02AI 1 Z a ry r .41 A8oi • 603 601 > (9)TREADS AT 11"FOR A TOTAL OF 8'-3 3" f`E.41 E! `'' / .r'' 3'-3"LANDING (9)TREADS AT 11"FOR TOTAL OF 8'-3" 1, 3" © co er IX ; c4 taS Va � � STAIR TYPE 2 FLOOR PLAN - LEVEL 1 STAIR TYPE 2 FLOOR PLAN - LEVEL 2 z SCALE: 112" = 1'-0" SCALE: 1/2" = 1,-o�" KEYNOTES: p 600 1-112"DIAMETER GALVANIZED STEEL HANDRAIL, pct PAINT I— WIMP.J W 601 GALVANIZED STEEL GUARDRAIL WITH VERTICAL MIMI ,J r________) PICKETS, PAINT CO --% - 1 602 3-1/2"CONCRETE TOPPING SLAB OVER DRAINAGE Z m /Z " MAT OVER WATERPROOFING ON EXiSITINGW N. WOOD-FRAMED SHEATING AND SUPPORT 'gilt rJ I STRUCTURE J A8.51 LU 1 - 603 EXISTING WOOD COLUMN WITH FIBER CEMENT re .� Lii ( • COLUMN WRAP AT TOP AND BOTTOM PER DETAIL I 9/A8.51 l I Cit MOM 604 PRECAST CONCRETE STAIR TREAD COZ N (0O 605 GALVANIZED STEEL HSS STRINGER EACH SIDE, .....- PAINT-SEE STRUCTURAL DWGS 0 1"'- ft 603 606 PRECAST CONCRETE PANEL LANDING ON GALVANIZED STEEL SUPPORT,SEE STRUCTURAL Z ( 0- • DWGS Z 607 EXISTING 2X WOOD FRAMED WALL WITH NEW CO lr— t 601 FIBER CEMENT SIDING < •. -4/ 20 . (.______, --.11 608 EXISTING 6X BEAM SUPPORT BELOW CONCRETE T"'" TOPPING SLAB D • \ \ fiflfl 609 NEW HSS STEEL SUPPORT POST, PAINT-SEE LU `� STRUCTURAL DWGS ',� 0 Lo Z '` 610 EXISTING CONCRETE FOOTINGS, FIELD VERIFY i - 4 LEVEL2, ¢ --[ ��._� _^ •~ T�, \ - - - — — - HEIGHT AND LOCATIONimml t,. ' LEVEL 2 + °� 611 NEW CONCRETE FOOTING AT STRINGER BASE,T.O. 9'-2 314 - - • . , • - • - -- - - .. - =I Mill \\ �` 9'-2 314" CONCRETE 1""MIN HIGHER THAN ADJACENT ::104044404... �` ::,1• ; = EXISTING CONCRETE LANDING r� �•� � \ — I if • '� VERTICAL CIRCULATION ri oniposimesior ra 411, - © PROJECT N{). its 604 / E' etzQ 7!2312020/ 1 cr z �! _ to x I- _ ©I Ea r . :,.. REVISIONS: (.0 ET L rt Lii ow › ....--------/ , ,....„- Illr" F-- \ .„- — Xa Z re tu'IJ / IJ / v06 r aIX •J I_ sas in L V ____ _ n LEVEL 1 O �* nnn � n `, �,n"n � „_ „ ._.,• 71 ",./ \ ....... LEVEL 1_ — _0' 0” 7' - `r _^�O O v -0 Y ^`0]l JG�'nc=_'Q O O0 -rO � "� �� UOLr :(�( oc0oaJ nQai61-0:-.67....-:3, M Coo na�oQo ¢ 420-0 U� OCo0O00_O0,•OeG 0�G O0 �Oo u0 1COCCCC a CO0. Do + loal OnC ,a ;a aac c:�o' c n:�o 'c0oox0:00 00c:ooooe GQ� ' - Oo00'OJ� �O �4O `.� O - '(-1n - -- )nnni)7()n nn(-)7-,i)n Inn(]n l Inn7-,n7-,L^Jn nn n7,( i.-,, is Jr-, n�)n ]n1,1, int in, 1r-, 1 D 614 4> 609 • 605 610 �� 610 Zw a STAIR TYPE 2 SECTION _ çSTAIRTYPE2 SECTION gz SCALE: 112"" = 1'-0" 1, 1, >-2 A6 A6102 SCALE: 112" = 1'-0" - °z 25 affi a, 3'-3"LANDING l (8)TREADS AT 11"FOR A TOTAL OFT-4" 3'_3" (8)TREADS AT 11"EA FOR A TOTAL OF 7-4" GENE RAL NOTES: '� -/ / /2-3" _ %tot, Aikk 3 AI A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, `� tti A6.03 • A6.03 UNLESS OTHERWISE NOTED. y i 609 612 ,\,, -� t 0"� �-- 'i- - L B. STRUCTURE MAY NOT ALWAYS BE SHOWN,FOR . ibLP7 - -.- .-- I CLARITY. ° 1k" 1.Q"i 60fsi -- -- - \ I- „ i C. DIMENSIONS SHOWN ARE APPROXIMATE. FIELDC*, 2818 tsz4 �r T�- ------''' ____11r_ "' -=`"-i____u--_�= ==;t�_-=-zl"---m. _=_� i 1 VERIFY EXISTING LANDING HEIGHTS, EXISTING I t3 7r ---t --n-----tr----It----tt----ti-----r- grff I l f I _ +_:•;,' ;i:.' = a . i :,f'•' _'',,;.:a-'i;=: `, %= HANDRAILS �` CONCRETE FOOTINGS ELEVATIONS AND O 0 t� II f I I f I :' :^' , ' I' 7 •= : = ��• tll LOCATIONS,AND FINISH GRADES FOR NEW STAIRS. Z I I 4 = _ © z 4 FIELDVERIFYLOCATIONS I I I I I I I - y G. y I. I- f:: j; _ is _ OF ALLEXISTING DECK ^W • a Is II s r' �. r`_..'• I''-`. ' )-' . _ .I •-" ( - ';°,'.;.-I .I- 4+ SUPPORT BEAMS END WALLS AND COLUMNS FOR z a II I A6.03 7+5 Up' r:..,: ;. -:r i s i - ,' I:.- - ; = _ z I- A6.03 c) g II it I _. : ' .,- 12 CLEARANCES PRIOR TO FABRICATION OF NEW , ,., _ r_- _I : ' �'_• i'''_ is �.; v p GUARDRAILS. aJ = E II I I ` I f` ' i _ 'i A8.41 0 j II I = T I' L' �- 'L r= 1` in LIJ Id F_=u �I _��-==-u ==_u-==-��-__- -==-u_===� _ � :,c= F 602 D. SEES7RtJCTURALDRAVttfNGFORAf3DETEONAL W .• I �° == -1C___:JL=__: 1=v_: r�__= z:__T�E�__= 1 ___ - 606 _ • _ _= STRUCTURAL SUPPORTINFORMATION co 603 LLt °, r � �_ _ - • ' 608 () w Zia 1 :I : tc. 605. I s ' 0 —., ts. ` - 612, Q W an , - -- _ , = - 603 ~ rn � < - J c O 601 ¢ - 4. _ 3 ] '''' ._= = = • 4 - - •= : 600 Q cQ = _ -' •w - - • : ....� _;.5r601 A8.41 -� .. f¢ rid._:- -_-_ < IX O. ci r, co / - . ., . ._ .,, . A 60/". 41> x 4> Fes_ _ _ - - JIIIIT -r- h-r _600 `' -` \` 600 us 04 UP UP W - -d- \ .1-1-- - \ t,8 in 8.4 604 ° ru Z ¢ IIIIIIEIiII�I ,Q r z 3'-0"INSIDE _ U tel MI - FACE OF STRINGERS , 3'-0"INSIDE -'1 FACE OF STRINGERS' STAIR TYPE 3 FLOOR PLAN -� LEVEL 1 STAIR TYPE 3 FLOOR PLAN - LEVEL 2 KEYNOTES: o_ = r n V-0" (4) SCALE: 1/2" 1 -0011E) SCALE: 1/2" = �-- ini.jZ 600 1-1/2"DIAMETER GALVANIZED STEEL HANDRAIL, H PAINT mi. W 601 GALVANIZED STEEL GUARDRAIL WITH VERTICAL m =1 PICKETS, PAINT , �, i 602 3-1/2"CONCRETE TOPPING SLAB OVER DRAINAGE CO MAT OVER WATERPROOFING ON EXISITING W J WOOD-FRAMED SHEATING AND SUPPORT 'NIN II " II II Ii ,.- W ' ,w... „ i � STRUCTURE U.1 < Cf)N 603 EXISTING WOOD COLUMN WITH FIBER CEMENT ('SiQ CN1 Ci) COLUMN WRAP AT TOP AND BOTTOM PER DETAIL �' 9/A8.51 0 - - � . - 604 PRECAST CONCRETE STAIR TREAD �nW. 603 _._ Z �,...co 0 �— D-- F 605 GALVANIZED STEEL HSS STRINGER EACH SIDE, 0 v-- ,..% 2 ---T—'. �■� / -- PAINT-SEE STRUCTURAL DWGS ii,„ e.--- ix --- ,�`�` - --- 608 PRECAST CONCRETE PANEL LANDING ON (0' W GALVANIZED STEEL SUPPORT, SEE STRUCTURAL - __ - Ci- _ DWGS = T"" 608 EXISTING 6X BEAM SUPPORT BELOW CONCRETE ., Z . _ J1 --- - ITOPPING SLAB C3? ❑ 1.0 J a 609 NEW HSS STEEL SUPPORT POST, PAINT-SEE - - - STRUCTURAL DWGSCO s> 7 - b (6 - 611 NEW CONCRETE FOOTING AT STRINGER BASE,T.O. W P� CONCRETE 1"MIN HIGHER THAN ADJACENT I.C) / ¢ EXISTING CONCRETE LANDING I - - - -.-_ - - LEVEL 2 • — = LEVEL 2 J .i - -_. - �- 9'-2 3/4" 0-- 9'-23/4" 612 NEIN CONCRE I E FOOTING AT STEEL PAST BASE, ‘"' - I _._:v7 / SEE STRUCTURAL DWGS I , ,.."-'' F.:".:=ny • - ,-- 602 I 601 `� - `E �_ ..`." :'.- :`-.: — zo ti VERTICAL CIRCULATION r _ s I•. (• - .. ‘:,:',:•!' -- �. , 600 -- - /7-00 '✓ 608 �`� r'• O E 11 �' 1 PROJECT NO. — in < z in / 19036 • •• ✓� 605 ' Ili,lkiti. 144%4sol < c., — o —.. ._.Li z 604 T< 7/23/2020 ��— - _ � - H a REVISIONS: fd_ 11 i 606 ''� \ID p 1 3 as Z S N � � I _ � � � 4 Safi if NI'• , N <6os � Ob ix fa I _ RI„E I � LEVEL 1 LEVEL w k 1 4 i \ I0 °,43,..„(4,0 00 ''a.00 jo.-71c0o0c•'=—Qo"- - . ` C�)C0o-cf ��o0o�a ' 'o `"'J4- - - " - . . '' . ' , D '0,..:,,i.: C [ i0G U °.j a J ',o a�,CoffCoL ?o OQU( *0.0 a[ G �GA)ijVa V CC� c (, � C ILI ci �aa()aCoGoQo0odo1Ico',4 � _ r.Jo0QoQ Q6Oc1 ?o Q0CoQoC - - .,, oU � � np b jo6baocOLO�O O }o0uR0cQg , O 07�QgaQ�Jv ' �o�G. ce'I- <p . ' ` oo o00oo0 , 0..°0 000o0,oOOcOC" �Coo(9O,oOaG0a bOvry0o0CO-o0a0o0aCJDoo°cbo,:adaOc QpD Q,o;000 p00oa Oo(UJao-iAo0Oo " 3 oX00O • ?0o0aooGOaCis,,oOcG,O-Ln,�Do(?C - �sa ,,,..-) 9,'-',p.OOoCi N60o �CLOb - �Q .; QC •yCb Qb0Qo Q0 Q. oQ0Q0 , - °)QO 0 `n^'iL,1�.V 3- -a) � ynn7n l / �-,n - . ( 7 n• )' n3 609,, 612 604 611 612 z STAIR TYPE 3 SECTION iTh STAIR TYPE 3 SECTION . 03 SCALE: 1/2" V -0" „,_) SCALE: 1/2" = 1 r-0" . 2, g GENERAL NOTES- - *0 '` 4'4?',. - A. FIELD VERIFY LOCATIONS OF ALL EXISTING DECK C~' SUPPORT BEAMS, END WALLS AND COLUMNS FOR P y - tI l CLEARANCES PRIOR TO FABRICATION OF NEW Poi • GUARDRAILS. 0 • L _I L.1 [_J B. ALL STEEL MEMBERS AND FASTENERS TO BE HOT f - '. #,0' ON 4"MAX. DIPPED GALVANIZED. GRIND DOWN SHARP 2813 "IMAX CORNERS AND EASE ALL EDGES. +!2'-0" , at„ 4"�_ 607 "�MAX 4"MAX----„, +#-4`-10" ,, 4"MAXI +/-4'- 10" le' --4"MAX 1.4Z OF Oiro-c i FIELD VERIF •Y/ +1-3'-9 112" • f FIELD VERIFY FIELD VERIFY - • FIELD VERIFY /� 603 C. FIELD VERIFY LOCATIONS OF ALL EXISTING DECK -� l 3 SUPPORT BEAMS, END WALLS AND COLUMNS FOR M _ci ,. © i CLEARANCES PRIOR TO FABRICATION OF NEW v 1 603 AI / fi01 J� " rr--'� 607 A8,411 AI GUARDRAILS.i_._. A8.41 A8.41 / A8A1 , a. E D. SEE STRUCTURAL DRAWING FOR ADDITIONAL 0 601 601 STRUCTURAL SUPPORT INFORMATION LU �: J 1_3I 1 - 1 0 in Ri 4' - 4. in 4" - 4" LU c m ry f T o a -1:::J II I `j. 'CC W it I INN= r [ { ► I �"""" it iO Q 602 6V 'CI; o = cv •r 608 m � +/ 2'-0" ^r " .1 - • i t .. 4"lk�Ay ^ + "I��Av ,1: �w C tV FIELD VERIFY' :L_ .. 'v�n/l MAX. - . I� } iR 03 Cs' ` '.. .. a_■wr =om -L7,7171-3... :*171L.:.;o — _ ----'-'-.-----• O .C.,L°_11.2 ,L1111 1`.- 1-_,:_' - '� ,--- - ----.�.- •.= r _s i r --- ---- _ v_ i i""TNZA . . 1 Ir 603 rA� N r o o]J' . f ' - I_ , o` & 607 i • • • _ 608 603 _ _ . • ?600 608 I ( ,.�"-_ -r- .• --- _ -- p l I . IQkW - - ` u " l 66:111 •it wl. 4"> " KEYNOTES: C +1-3'-9 112" +/-4'- 10" F MAX ixf FIELD •VERIFY i #' FIELD VERIFY / / +/-4'-10" "' '""'^ FIELD VERIFY ~ 601 .(,+ 600 1-1/2"DIAMETER GALVANIZED STEEL HANDRAIL, `i dtt '� •+: PAINT I" u 1011 GUARDRAIL TYPE 10 GUARDRAIL TYPE 2 GUARDRAIL TYPE 3 GUARDRAIL TYPE 4 601 GALVANIZED STEEL GUARDRAIL WITH VERTICAL MINIMPICKETS, PAINT SCALE: 1/2" = 1'-0" SCALE: 112" = 1'-0" 0 SCALE: 1/2" = 1`-0"' \•„ SCALE: 1/2" = 1'-0" Q 602 3-1/2"CONCRETE TOPPING SLAB OVER DRAINAGE X m MAT OVER WATERPROOFING ON EXISITING W WOOD-FRAMED SHEATING AND SUPPORT CeJ STRUCTURE ,1 W Qco 1,— 603 EXISTING WOOD COLUMN WITH FIBER CEMENT ce I w COLUMN WRAP AT TOP AND BOTTOM PER DETAIL < I` ' cf j 9/A8.51 607 EXISTING 2X WOOD FRAMED WALL WITH NEW LL FIBER CEMENT SIDINGCc 0 Z N-- H- L. i LJ-"J 608 EXISTING 6X BEAM SUPPORT BELOW CONCRETE 0 2 TOPPING SLAB I— 0 4"MAX +1-6'-10" "MAX 4"MAX-- -- --1 +!-9'-6" MAXf�-4" 4"MAX----i,), 1-13`-3" 1 r-4"MAXJ 7 FIELD VERIFY ,r FIELD VERIFY FIELD VERIFY co' 1 3 603 = C� ii t �1 A$.41 607 A8.41 I I( 607 60 A8.41 " """.. POST POST E POST E POST EQ EQ -- A( t Ir EQ EQ I.� Q Q Q I Fr, J_ co 1 //' <I> , __._ 1 41> 111 N.: 1 ill , , ,/ 41> —I 0 in i I _� I 1 I I 4" 4" 4" I ....1T-- 'r l X _ J/W ( I - I I AX .� r. • _ I I I ! — 1 I i L - memNom �"` z"" oom I GUARDRAIL TYPES PROJECT NO. 19036 602 602 602 7/23/2020 608 608 4"MAJ.-� "MAXT 4"MAX--�.' AS .''J', • • 4"MAX�1 MAX st . .� t _ . • • • ' - • CI +- REVISIONS:/\ cc • .. ' ' - ' . ' . - ' \ . ' •1- i ii \ -17-7r . . , \ '" — \ ' . 1 -'lit 1L ,.L.?_°_i___:....,:_._,.' _r____,__,___ , , - . , . . .. _ . , CL tu 1ZNI I f• t k ' {' _ . i • NV. 1 r { { • 603 NI 1 w I _- 607 _ ' i603 w <607 �.o_a _ T 1-.a - -r;-.-ri 1 . - _ .I <-12 `� L1_"...:.',„c.- _......,:_____10,......„7,_,___H____:_,,,_ _:.... ....�-f=....t.°, - .:_.1. -1- • r�:.. �L.,:.°.ik. •II `, I 2 • U ° -- �'-i - • - - ._ �- {.- 1� 0) G Lam: '�,,. -- ._l.. .JJ Q El 60$ 601 6t38 641 `V < x �/ it V 1 +/- 13'-3" iii +1-6"- 10" .� +1-9'-6"" 'r FIELD VERIFY �� Q 1 FIELD VERIFY 1 FIELD VERIFY to I z Z EE Q �o 5 GUARDRAIL TYPE 5 6 GUARDRAIL TYPE 6 7 GUARDRAIL TYPE 7 E w A6 . 04 SCALE: 1/2" = 1'-G" ) SCALE: 1/2" = 1'-Q SCALE: 1/2" = 1'-O' EL Zlu� • GENERAL NOTES: - ib*2414 D. " n Z.- "r"-\/(\''' . . " . • D, 0.1 GON • �arl� _ 74s �, 2818 fie" OF 0 / . t0 752 /1\7\53,/ . ---/752 W • c 747 • / 4> , 750 ...,,�_` „Th.. 0 // v to 2 747 LLI �� N U L-I I-- - - - — — -- - --II 0 3 I I I I • t4 tt 0 ® 4 ti _..._.., Q 111 1k- )k. E I ..J 1 Q o _ 743 . 2 . 4 3 • • 4 743 749 0 1 • Z INTERIOR ELEVATION - OFFICE ° } , �p N SCALE: 112" = 11-0" w _. N J o ``' T It 3 N Le Q Q crj az KEYNOTES: 0 La 742 EXISTING POWER/DATA OUTLET i.... .`.5 743 NEW 4"RUBBER BASE TRIM-JOHNSONITE 85 "J J BURGUNDY / 40O 744 NEW PTHP on/ o m la Jo i I / ''S 745 EXISTING P-LAM COUNTERTOP re J 746 NEW DOOR AND WOOD TRIM,SEE DOOR w < co f 745 F SCHEDULE occ CV 41411> 752 \ / f 747 NEW WINDOW,SEE WINDOW SCHEDULE 0 • 748 NEW HORIZONTAL BLINDS O CO a e e,\ • \ 749 NEW ELECTRICAL OUTLET, PROVIDE MIMIMUM PER a. �1 w. C] c /� . NEC REQUIREMENTS C 753 • ~ Q 4• . • • 750 PATCH AND REPAIR EXISTING GYPSUM BOARD r W ` WALL FINISH TO MATCH EXISTING Z CQ ,..r a. 751 EXISTING WOOD TRIM Cl) tr 0 Z 6 7 \ 752 PAINT ENTIRE WALL SURFACE TO MATCH C) 743 .742 743 743 ADJACENT SURFACES ,>► LCA J 5 r- 753 PROVIDE WOOD LEDGE SUPPORT FOR EXISTING < n INTERIOR ELEVATION - COMMUNITY ROOM COUNTERTOP m SCALE: 1/2" = 1'-0" 40 r cLil15 � J I— ■Iwr 5 INTERIOR ELEVATIONS PROJECT NO. 19036 LEGEND: I--- F /23/2020 r 0 REVISIONS:/\ Z_ i- ce ct. 10 i].i ea 00 co a ur LL ic Ill a It Q q S Z6 W ❑ i6A7 0 - 1 0 2 FIBER CEMENT LAP SIDING ON OD*,\ A � / VERTICAL PT WOOD FURRING AT 4) }..�-' , 16" O.C., SEE EXTERIOR /' _ I I" ELEVATIONS FOR LAP WIDTHS S , -- I WRB, LAP OVER SAM FLASHING /// �j �' 518"TYPE 'X' EXTERIOR GYPSUM " 3 // �- SHEATHING I ;I EXISTING PLYWOOD SHEATHING P •:pt. I ' `, SAM, LAP FLASHING 2918 CP4 (' 2 I SAM, LAP STEM WALL SOF O kCORROSIVE-RESISTANT INSECT I �, SCREEN • �, w PREFINISHED SHEET METAL SLOPED • a f / • FLASHING WITH HEMMED EDGE o a E I v CONTINUOUS CLEAT LEVEL1 W U I L T .4Ce CO :iP PREFINISHED SHEET 0 n c ;I z..., METAL WITH HEMMED I— i Z EDGE V ar iii 4 u ii EXISTING CONCRETE Wo m =a STEM WALL (-,1f- " �o Vo Vo VO Vb 1,1- — °' • EXISTING FINISH GRADE '00o0o00a00oo0000000;0 = p }� Do Oo Oo Oo Oo l - 0 w 0000000000�o000obaii I `. Do OO Oo Oo°6 is ---..-, 1 I 1' W 0 OOOOOQoOO N_ — a � 0gO0q O00Oa0oOo00o�, — — ._ JO Co Co Oo Oo I- 0 ' -- - N o O OO O0 OO L 0 1 - 1 LL a 1 ' o o0a0obaOo00OoDtbo00b° , a p ,— J0 00 00 00 00 C ' cv '°Oo0a0000o0o000ob00 .�__. = Qk ��C��n�n C V I I I 11 1 III I I III I I II— Z a) (4)) BASE OF WALL AT GRADE LN ° a5 " SCALE: 3" = 1'-0" W -- J o co V C 3 N /\/ N (h -� FIBER CEMENT LAP SIDING ON U 0-1 co o VERTICAL PT WOOD FURRING ATLo 16" O.C., SEE EXTERIOR dix ELEVATIONS FOR LAP WIDTHS WRB, LAP OVER SAM FLASHING Z 5/8"TYPE 'X' EXTERIOR GYPSUM 0 ❑ - SHEATHING H rx Is EXISTING PLYWOOD SHEATHING < < `Z ' SAM, LAP STEM WALL J w SAM, LAP FLASHING CO J / - CORROSIVE-RESISTANT INSECT Q O LC '4` I / SCREEN I7 - m — PREFINISHED SHEET METAL SLOPED Tr l FLASHING WITH HEMMED EDGE SET re J ( IN A BED OF SEALANT W '--• - -I 1 _. _ I � EXISTING CONCRETE WALK C/ = C\1 in AZ 'CC w Cu ❑ ii. cocin O m o . o(Ho(Ho Vb Vo Jo LJo�D cJo vo vo�!c�v0',�u,;0.0 ,,,� 0 0 b a 00,0.0 o o a o 0 0 0 a o a ° O°"0 ° C� -� Q 000 000 000 00 00 H '000 00 000 00 00 00 000 09,0000 oao oO 00,0°( O 0 Oc o Oo Oo Ob Ob Off;- Do Oo Qo Oo Oo Oo Ob Oo Qo Ob Oo OO o Oo Oo Z 0 W 0 0 o a 0 r_ o 0 n o n o a o 0 o a 0 000 000 n0 aQo 000 0� - 000 00 000 000 00 00 00 oO o00 oO 000 00°06000a0 oOf a 0OoOoOoOoS!� �oC,b000oQbQo0oQoQbQoOOQObOo00 T— t-- H .00O000O000Oo0Oo00yts '00Oo00o000000000°000o0o0oO00Vo0o0oOQ°0o°OoaoOooq Z N-- o ob OOo Qo i;; ,`-'3(:;,!O o0 ob ob ob ob ob oa o�ob ob oa oQ op a z � 0) o 1.0 J r- BASE OF WALL AT CONCRETE WALK a m �� SCALE: 3" = 1'-0" w 0 Lo aT J N— .1 EXISTING GRADE, FIELD /-----''..\ j VERIFY HEIGHT (B•E) KEYSTONE CAP UNIT � --/ EXTERIOR DETAILS - / SEE ENLARGED SITE PLAN .), GRADING AND BASE 314" CRUSHED STONE CONDITIONS DRAINAGE ROCK i 1 PROJECT NO. KEYSTONE COMPAC III 19036 %Y UNIT RETAINING WALL bi ,, 'Y, J --- obob 43/4"CRUSHED STONE �noOooOt�: ate LEVELING PAD --- .--) XI 7/23/2020 �Onbo r. 0000o i.�-, : 1 • w 4" PERFORATED 4 . Oo .61 > "-:-. V j PVC PIPE WRAPPED A8.11 I i I 000 000 10 u� IN FILTER FABRIC IN © � REVISIONS:/#\ OHO oX - ;.ea ^l o a A BED OF 3/4" CRUSHED I I. I H a Oo a ' . N DRAINAGE STONE r ? Oo�X LEVEL1 �o0oao o as ` X-„ - FINISH GRADE, SLOPE I �- I a OOOpC o' -a„ oa0000-,`, _ - 1/2"/FOOT AWAY FROM w o Do Oo C . BUILDING ! U I I w 8 o00oO0i< a . - - .. 0n Jw I- , �OQOC< a a . a_ 1,-c.60.coo / ,,.` j/' ,,o- v 0"o ,l`, oO`o ._ .— . � I i- -1 Z OcC� . "'' )6JO 0.06 06 1,._..j0i x'01.„01 -0 i,.._,,,,0,.......,01.,_. G�'GLJG DoO 0V) O -Oao00o , O C )0. ,CLOOoOOo0Oo0O00o0ooO0o00oO0o00o0aoo0o00o00� _ oObCx ) - :3p0'6 QC,QO Ob Qo QO ao aoQo 0,5 Qo Qo Qo Obl�©Q,' u_ w 00 00 >(: ” 9 • OoG' ''N '( a ,.,oO0000o00.000.000.000000000000.,:60.00000000000000,0000c ¢ U Lij _0�0 a _ ��eOOre^ i\ y r. 0QOOOO00 QO 00OOOO° 0OO, -JI S w )°o00 Qaa0an,-. `?=% , -,oOo0oO00000000000oOo0000 0°0 O O OoO 0000Oo0 rOOOo000aC1 a ) UoU"" ` - ~,_:I0OoQbO000QOQ6OD(2O OOQOOOOOOOOQQOVQ U w a ,0 00000 00,000,004000.0000%,-.0-0006E, D000oOo0o0oO00000000 00o00o0Oo00000°00o0o0o00o00oao0aC W �- �nnan ,o no nln )r,En -vl-)r,fnnno �rl-nnronn rann nnnn7ne n�nannnn�n-,n 111 I 1 Ili 11 111 1 1 111 I111 1 I 11 11 11 I 1h I III III III III III lil III III— ill III III III III III— c.7 o 1 § w J Q U GRAVITY WALL/FRENCH DRAIN DETAIL a >6A8 . 1 1 1 12 SCALE: 1" = 1'-0" 0 a _ 2„ FIBER CEMENT LAP SIDING - FIBER CEMENT LAP SIDINGs3SaD 4 M DOWNSPOUT MIN / 5/4 x 4" FIBER CEMENT TRIM e 4.1. 514 x8" FIBER CEMENT TRIM SEALANT FILLET, TYP. --• SEALANT FILLET- PREFINISHED I I METAL TAB, I A ti2 SAM AT ENACCEMENT �� titY ` l 6" FIBER CEMENT CORNER • ETWENSING / ` 'H 'l '-'"-------------1 ' TRIM40 • LAPS - � FASTEN COLLAR TO.--- O TAB, DO NOT FASTEN I \/ L - 14.. I ]-- N -� y 2�iS rO THROUGH SIDING } I WRB ,.- • _ -------471 � 401/ 0 �? I\/ ,' FIBER CEMENT LAP SIDING _ I / I SAM FLASHING, EXTEND 4 112" 1 _ II . ON VERTICAL PT WOOD I \ FURRING AT 16" 0 C., SEE r I -I PAST CORNER EACH SIDE ;f\ I U ELEVATION / EXTERIOR ELEVATIONS FOR ` ;. \ II , , ' AT LAP SIDING - j PLAN / ILAP WIDTHS • I I -- SAM FLASHING, EXTEND 4 112" a o CORNER //i_•,I ii(� -" '.' i �2" 1' I ` / II PAST CORNER EACH SIDE II / I i PREPRIMED MTL. FLASHING, I _ X T. W PAINT TO MATCH SIDING - I I SEALANT FILLET _ i SEALANT FILLET Ce pa Ill I V DOWNSPOUT • /' TYP. FLASHING DIMENSIONS 11 rte• � T _I If PT VERTICAL FURRING 11 \ 0 • / \�_ • STRIPS, TYP. r PT VERTICAL FURRING STRIPS, i„_ o / : BEDDING SEALANT -r TiI� ;.l1 !C I :Y II TYP. U • PREFINISHED �. • ; II FIBER CEMENT LAP SIDING ON \ �, METAL TAB, I / . . 111 VERTICAL PT WOOD FURRING, II FIBER CEMENT LAP SIDING ON W o fu PRESSURE FIT 5/4 x S" FIBER7 I I SEE EXTERIOR ELEVATIONS `. VERTICAL PT WOOD FURRING AT H " ic_______________,,,,, - BETWEEN SIDING I FIBER CEMENT TRIM BLOCK, CEMENT ...:\ FOR LAP WIDTHS ^�- II 16" O.C., SEE EXTERIOR - �' _ LAPS - - •R PAINT TO MATCH SIDING CORNER TRIM - AI I I lily_ WRB OVERLAP CORNER BY ( ELEVATIONS FOR LAP WIDTHS I FASTEN COLLAR TO - 12" IN EACH DIRECTION I� V °� TAB, DO NOT FASTEN - SEALANT FILLET PRE-PRIMED INSIDE I ` / '' CORNER METAL _- 518"TYPE'X' EXTERIOR '--• ,\ WRB, OVERLAP CORNER BY 12" -n ra THROUGH SIDING -, ` FLASHING - PAINT TO ,- \ GYPSUM SHEATHING IN EACH DIRECTION a -` I \ EXISTING PLYWOOD MATCH ADJACENT ` r /; SHEATHING SIDING / — ____ EXISTING WOOD FRAMED \ , II EXISTING PLYWOOD SHEATHING a /:•-', �� 518"TYPE 'X' EXTERIOR SEALANT FILLET COLUMN _____.- ELEVATION �� II 5B" TYPE 'X' EXTERIOR GYPSUM c',,,ELEVATION AT LAP SIDING- PLAN X'''.1 GYPXUM SHEATHING / 5/4 x 4" FIBER CEMENT TRIM SHEATHING Q - FIELD SAM EXTEND 4-1/2" 5/4 x8" FIBER CEMENT TRIM I CN PAST CORNER EACH v SIDE SAM AT END WALL Z C 0, DOWNSPOUT STANDOFF FIBER CEMENT HORIZONTAL BOARD . \ LAP SIDING/TRIM AT PORCH COLUMN . LAP SIDING OUTSIDE CORNER TRIM ° 7 SCALE: 3" = 1 -0 SCALE: 3" = 1 -0 SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 W - -J o CUTBACK EXISTING 3 N 1\/ EXTERIOR GYPSUM BOARD Q o 00 -- PREFINISHED METAL DOWNSPOUT - V �. AS REQUIRED FOR NEW - V co o CONSTRUCTION --\ __ - -- --- ` ON VERT CAFIBER NT LAP WOfDfNG _---------- � _ l ' ° / \ Z -- CLEANOUT SLEEVE - HEM ALL - .--- 1 ' FURRING AT 16" 0-C., EACH \ ,�` \F .. SIDE -SEE EXTERIOR - 12 O . - ELEVATIONS FOR LAP ` / z " ❑ A 1 �- WIDTHS - WRB, LAP OVER SAM _ / l �� N. EXISTING WOOD FRAMED 4 _\ 4i�.- L_ :1:.'"----:r---:-. I�� FLASHING '� __v I ~J WPORCH PAINT UNDERSIDE - 518"TYPE 'X' EXTERIOR _ _ =1 = _ = m -J- \ OF EXPOSED g`••O•♦ PAINT UNDERSIDE OF PORCH SOFFIT _� GYPSUM SHEATHING, ' _ r/go'��• �� -•• 3/8'� EXPOSED PORCH SOFFIT ` YEACH SIDE Ii , = O �,. vBACKER ROD I4� r\ N I ♦ I W 17]PREPRIMED METAL HEAD NBACKER ROD AND SEALANT AND SEALANT - 1 � - I' j II � FLASHING WITH HEMMED `III PT VERTICAL FURRING STRIP, TYP JCLEANOUT OPENING WI METAL \SCREEN MESH INSERT- SET ( _-_Z PREFINISHED METAL FLASHING PRE-PRIMED METAL EDGE, SET IN FULL BED OF --- .- I JSCREEN PERPENDICULAR TO �'° WITH HEMMED EDGE, PROVIDE FLASHING WITH I�; SEALANT . PRE PRIMED INSfDE CORNER METAL = NHEMMED EDGE, 1 i FLASHING PAINT TO MATCHre SLEEVE I OPENING FOR VENTING ►� c- \ \ PROVIDE OPENING ADJACENT SIDWG CVW\ \ FOR VENTING • iv ?_� Q V)I CORROSIVE RESISTANT INSECT J ,+ - - SAM AT BOTTOM OF I} SEALANT FILLET ❑I \ SCREEN SAM, LAP WRB M I SOFFIT i a (f) _SAM, LAP WRB - �_ SAM EXTEND 4 112" PAST CO 2'-O ABOVE T.O. SLAB - II CO CORROSIVE- k a 6' x 514 FIBER CEMENT TRIM CORNER EACH SIDE 1 i \--� FIBER CEMENT LAP SIDING RESISTANT = -• ¢ 0 I 1 INSECT SCREENFIBER CEMENT LAP SIDING ON Z ��_, � I - ON VERTICAL PT WOOD FURRINGCORROSION RESISTANT �I VERTICAL PT WOOD FURRING AT r 0 PREFINISHED METAL DOWNSPOUT _, ry.CC _ 11,,.,.i_ I � ;� INSECT SCREEN n 0 C , AT 16 O.C., SEE EXTERIOR 4"x 514 FIBERV ELEVATIONS FOR LAP WIDTHS ---' F \ 16" O.C., SEE EXTERIOR r CEMENT TRIM --- - \ ELEVATIONS FOR LAP WIDTHS �, - Q W V A 4 I� N I I - WRB 1 WRB, OVERLAP CORNER BY Z CD ° 0_ .,: �� ` PREPRIMED METAL Ne, I PREPRIMED METAL 12" IN EACH DIRECTION - t--- H A A 1" I 5/8"TYPE 'X' EXTERIOR GYPXUM FLASHING WITH 114" MIN 1/4" MIN FLASHING WITH J` SHEATHING HEMMED EDGE OPENING OPENING HEMMED EDGE 518" TYPE 'X' EXTERIOR GYPSUM Cl) - 0 \ SHEATHING Z SIDE FRONT 8" x 5/4 FIBER CEMENT Q EXISTING PLYWOOD EXISTING WOOD TRIM -CUT AS REQUIRED EXISTING PLYWOOD SHEATHING O ❑ SHEATHING FRAMED SOFFIT FOR OPENINGS J . DOWNSPOUT CLEANOUT .,. - - LAP SIDING AT PORCH SOFFIT LAP SIDING AT WALL SOFFIT 8 LAP SIDING INSIDE CORNER _ a m __5 / SCALE: 3" = 1-0" c ) SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0'" Lll - 6"ljr 0 I I / J ,.- �;- - - - \\,1 BOTTOM EDGE OF UPPER COURSE I ^' \I OF LAP SIDING �� \\ I \\ ,.1 ,,--' 1 ' �. -- FIBER CEMENT TRIM \ \ \ I 1, I I 4— -- VERTICAL FURRING STRIP BEYOND I i �� \1\ ) ' FIBER CEMENT LAP SIDING - REFER I EXTERIOR DETAILS l \, \ \ i TO ELEVATIONS I FILLET SEALANT JOINT BUILDING SKIN ��\ \\,\:\\.\41\,,:\\\ � FIBER CEMENT PANEL OR LAP SIDING PROJECT NO. " ` I WRB 1V'V ✓ �— 19036 i MODERATE CONTACT- NO I EXTERIOR SHEATHING 1.\\\ 1\1\\ SEALANT. FINISHED EDGES 416\ 1\ I TOGETHER PER MANUFACTURER - I.' \\.\\ I , \ PRIME CUT EDGES. r 7/23/2020 \,. , T TYPICAL TRIM JOINT - SECTION x 1 -.,\'\. v IPREFINISHED METAL JOINT - 1 FLASHING -OVERLAP TOP EDGE OF \ NEXT (LOWER) COURSE OF LAP ----- 5/4 FIBER CEMENT TRIM o REVISIONS: #_. \\\IIIIIIIS \ , I SIDING � -------------- CENTER JOINT OF PT FURRING FILLET SEALANT JOINT �`\ STRIP BEHIND JOINT FLASHING - FIBER CEMENT LAP SIDING o- I \vV I LIJ o \ I 1 R \ \\- f Imo.. FURRING STRIP W ' \ I \ I TOP EDGE OF LOWER COURSE OF- -♦ WRB co g LAP SIDING BEHIND JOINT EXTERIOR SHEATHING w \ I FLASHING I - \ I 2.w \-`, __ _ _ __ _ I BOTTOM EDGE OF LAP SIDING TYPICAL TRIM JOINT - PLAN , _ 4/ w r Ali ELEVATION 1 LAP SIDING JOINT r SEALANT FILLET JOINTS 2g A8 I 2 1 \ 9 1 SCALE: 6" = 1'-0" 'Y SCALE: 6" = 1,-0"' z oT U 1\s, n FIBER CEMENT LAP SIDING ON FIBER CEMENT LAP SIDING ON n FIBER CEMENT PANEL SIDING ON � � V `- FIBER CEMENT PANEL LAP ON i - . I VERTICAL PT WOOD FURRING AT ' I VERTICAL PT WOOD FURRING AT V eilii40 VERTICAL PT WOOD FURRING AT _ 16" O.C., SEE EXTERIOR �� 16"O.C., SEE EXTERIOR _ VERTICAL PT WOOD FURRING AT • 16" O.C., SEE EXTERIOR ELEVATIONS FOR LAP WIDTHS 16" O.C., SEE EXTERIOR ELEVATIONS FOR LAP WIDTHS I ELEVATIONS FOR LAP WIDTHS _ ELEVATIONS FOR LAP WIDTHS �,� �� WRB, LAP OVER METAL FLASHING WRB, LAP OVER FLASHING PANEL T CS WRB, LAP OVER FLASHING PANEL �I I - - Z _ WRB, LAP OVER SAM FLASHING A Np. • FiN ;' 'I SEALANT- BEDDING JOINT ALONG --- SEALANT- BEDDING JOINT ALONG `" SAM, LAP FLASHING yowl --- SEALANT BEDDING JOINT ALONG - 1 PERIMETER OF FLASHING PANEL I PERIMETER OF FLASHING PANEL �\ - CORROSION RESISTANT INSECT SCREEN PERIMETER OF FLASHING PANEL \. T.{ "'�_ f II CONTINUOUS BEAD OF SEALANT, �-_, I Imo' CONTINUOUS BEAD OF SEALANT, •?• co OR TAPE EDGE OF WRB /' I CONTINUOUS BEAD OF SEALANT, aI CONTINUOUS BEAD OF SEALANT, I D, O GON OR TAPE EDGE OF WRB PREPRIMED METAL HEAD FLASHING l,i) OR TAPE EDGE OF WRB g OR TAPE EDGE OF WRB4 2918 _ EXISTING WOOD COLUMN, - TYPE 'X GYPSUM BOARD, PATCH PAINT AND REPAIR TO MATCH EXISTING vP 1€:°#,I, EDGE OF NEW BACKER ROD AND SEALANT ,`CD CONCRETE TOPPING 414X6idA COMPOSITE TRIM CONTINUOUS SEALANT BEAD ta d ° e SLAB / SLOP D TOP,ARD WITH IMITER DEGREE0 METAL PTHP SLEEVE BY N . /1" 'iN n ,. . m - NEW COMPOSITE /� CORNERS MANUFACTURER d ' TRIM BASE ° 3I8' PT SIMS • n 9. r�o•ws. • a, o• GaN / SAM, LAP WATERPROOF 2518 [ti4 d /� MEMBRANE 1 OF 0 �3 --. .. of EXISTING WOOD a / COLUMN, PAINT I / / BACKER ROD AND SEALANT . -q ik as . d .. 3" y ` 3-1/2" CONCRETE TOPPING V •e -. \ I / / SLAB . 114" CHAMFER AT EXISTING SLOPE PROVIDE 2x FRAMED OPENING IN 0- o ALL CORNERS — �' M a I /,�� EXSTING WALL FOR NEW PTHP . •,... . / "; . .... - ,----- `'. 3 I INSTALLATION W •'dam B d ! ` d I L Ji I 112" DYNAMIC SEALANT JOINT Ce co e PLYWOOD SHEATHING 1— CAST IN DRIP0 7 I e e EDGE AT BOTTOM \' I a 518"TYPE 'X' EXTERIOR GYPSUM U EDGE OF TOPPING .L.�.s�U td V v- u _ U�iVVUW_U LV rs VUVVVU J . 1 , SLAB f i 1l� SHEATHING W N \ - \ 3 PT VERTICAL FURRING STRIPS, TYP. ~ e DRAINAGE MAT, LAP COLUMN c PREFINISHED 318" BACKER ROD AND SEALANTMETAL = o, FLASHING(P . WITH IY o WATERPROOF MEMBRANE, SAM FLASHING, LAP INTO OPENING HEMMED EDGE LAP COLUMN • EXISTING PLYWOOD DECK \ - — WRB Q co METAL FLASHING• 514 FIBER CEMENT TRIM ce R SEALANT- FILLET BEAD 0 PLAN SECTION - HT SAM PLAN FIBER CEMENT PANEL SIDING ON = — q VERTICAL PT WOOD FURRING AT \____-2\____-2B V �* 5/4 x FIBER CEMENT TRIM ON 16" O.C., SEE EXTERIOR °' 118"VERTICAL PT TRIM, PAINT ELEVATIONS FOR LAP WIDTHS O c COLUMN AT PORCH . _ 4 N PTHP JAMB 1- N 0 N SCALE: 3" = 11-0" SCALE: 3" _ 1i-O" 5/8"TYPE 'X' GYPSUM SHEATHING W t o co -PATCH, REPAIR AND PAINT TO J MATCH EXISTING ADJACENT i 3 `„ WALL FINISH Q O 01 a FIBER CEMENT PANEL SIDING 0 CO "' ON VERTICAL PT WOOD FURRING AT 16" O.C., SEE EXTERIOR ELEVATIONS FOR LAP WIDTHS..„—/ Z PLYWOOD SHEATHING 0 1 /% 1` II - -i - . ct 518"TYPE 'X' EXTERIOR GYPSUM -' l SHEATHING < Q 'N_.0 /_ WRB, LAP SAM -� `.i , HEADER AND FRAMING AT NEW "'J LU PTHP IN EXISTING WALL PER __J • I/ STRUCTURAL DWGS Q • .' PREPRIMED METAL HEAD = 0 # FLASHING WITH HEMMED EDGE, Ilim '� ` / !' SET IN FULL BED OF SEALANT J � �, 1-L `�' 5/4 x 2-1/7' FIBER CEMENT TRIM, PAINT 'J W < (n H \ A/:1 7 CONTINUOUS BEAD OF SEALANT, W I CV UJ OR TAPE EDGE OF WRB Q N CORROSIVE-RESISTANT INSECT = CD SCREEN a U) � 0 • 1, ` co 6" SAM, LAP PTHP (f) (+7 CO M0 \ �� 7% SLOPE PREPRIMED METAL Z __,_-, = I ~` :A FLASHING W/ DOWN- O r CI C ---, TURNED END DAMS - 1— c 12 7 1/2" 11\ -) CLINCH-LOCK ANDQ SEAL 0N- 0 LLI c a.SEALANT Z CO BEDDING = F- • JOINT CO x a z i �. BACKER ROD >II LO D I AND SEALANT, -J BOTH SIDES AT Q D zSLEEVE Y HEAD AND JAMBCCI rJr w PREFABRICATED w : A THRU WALL Q CL I- ; SLEEVE WITH _J -. Ii ARCHITECTURAL I GRILL FOR PTHP J LTJ I 1 ; UNIT > 3/4" PLASTC SHIM PACED AT 6" - PTHP UNIT SLOPE SLEEVE 1/2„ FOR DRAINAGE O.C. EXTERIOR DETAILS - TO DRAIN TO SKIN A — CONDENSATE DRAIN \ • .f I „LE _1I 0 ' A'' PROJECT NO. T I=71. ” I 19036 • BACKER ROD AND SEALANT, N Z ,;� BOTH SIDES AT HEAD AND JAMB SAM OVER WRB AND FOLDED INTO X 7/23/2020 CO SILL OVER BACK DAM o. i ' 514 x 4" FIBER CEMENT TRIM, i 0 REVISIONS:/#\ `` Nf SEALANT- FILLET JOINT o — I WRB, LAP SAM E 0_ LIJ rr ...„*„ SAM, LAP FLASHING w oU I, I -r CORfuL ROSIVE-RESISTANT INSECT . : —— en SCREENEL >- PREFINISHED SHEET METAL U 2 ' SLOPED DRIP FLASHING WITH CO w t — HEMMED EDGE Q D SECTION -- PREFINISHED SHEET METAL I WITH HEMMED EDGE ¢ U W a SAM, LAP STEM WALL 2" MIN. ec 1E u) _ CONTINUOUS CLEAT 0 o N zw EXISTING CONCRETE STEM .' WALL c "z -- THROUGH WALL PTHP n 2g), A8 . 2 3 =o 12 SCALE: 3" = 1'-0" 0z . - - --....„ 4430D ite NOTES: A. ALL SAM MEMBRANES �3q> APPLY PREFORMED r' SILL CORNER. CORNER REQUIRE BOTH PRIMER AND GOES IN FIRST- BED IN IANP 'if n ROLLING WITH A J-ROLLER / \ / 1,.3 TO ENSURE ADHESION. i' - 1 SEALANT- FLATTEN 1"� • \ ' WITH SPREADER USING /1 — FOLDI' MODERATE PRESSURE • B. VERIFY THICKNESS & WIDTH T � ` TO DISTRIBUTE 4" PO' • D, 0 GON PROFILE. FRAME / i, ] SEALANT UNDERNEATH2918 '�� / t CORNER. r� C. PROVIDE 318"WIDE GAP O CUT WRB-1 FROM / \ IP'. ` ! !� X017 o BETWEEN WINDOW FRAME UPPER CORNERS / \ INSTALL 9" 25 MIL SAM WRAP AT & ROUGH OPENING TO ,gyp" OF ROUGH / �' ` 1 JAMBS LEAVING REMAINDER ALLOW FOR BACKER ROD OPENING AND / _ - ON FACE (� . ‘,„, \Y�.',, AND SEALANT AIR SEAL TRIM HORIZONTAL / EDGE BACK 1" i/ �'-, E • a r� D. SEE SPECIFICATIONS FOR / CUT FLATS AS SHOWN SCHEDULE OF SAM I. 2 FOLD FLAP UP W THICKNESS / 1 , \ \ AND FASTEN --')A h n +r` IX as TEMPORARILY i V 3D> APPLY 12" SAM-1 SILL D L C / " PAN OVER ENTIRE _� © FOLD SAM INTO JAMB UP TO0 o 3B> INSTALL BACK DAM. 4' ~ 1' � / WIDTH OF OPENING - WALL FINISH '\. INSTALL WRB-1 OVER WALL :.,, ,. I i " FABRICATE SILL PAN BACK WRAP OVER VERTICAL �� 0 �, SURFACE. PROVIDE 6" MIN. ANGLE TO SAME WIDTH AS LEG OF BACK DAM. W p '. R.O. PREFINISHED SHEETcsi OVERLAP AT HORIZONTAL JOINTS. EXTEND FLAPS AS I al H " PROVIDE 12" MIN. OVERLAP AT METAL FINISH TO MATCH SHOWN I — °' VERTICAL JOINTS. TAPE ALL LAP WINDOW FRAME. CREATE = o FOLDED UPTURN END DAM, NOTES: • SEALANT rn EDGES AT WRB 1. EACH SIDE. COORDINATE U °' MAKE VERTICAL CUT IN WRB-1 AT BEACKSET OF BACK DAM WITH j q PRIOR TO INSTALLING SAM o L.'- JAMBS, USE WRB-COMPATABLE ` FLASHING, APPLY PRIMER DC SPRAY ADHESIVE AND FOLD WRB / , ` WINDOW REQUIREMENTS ` Q C '. INTO SILL 4 TO ALL SUBSTRATES TO \, / " INSTALL SHEET METAL BACK ANGLE ENSURE ADHESION ✓ ` 3C>SET IN SEALANT AND FASTEN THRU INSTALL SAM FLASHNG CL a O APPLY SPRAY OF EXISTNG SILL .----1,,,..„-----'WRB TO FACE ADHESIVE FROM SILL 112" FROM FACE OF FRAMING I B. WITH LAMINATE ROLLER. Q o — FINISH RETURN. TOP OF TAPE IS AT 12" O,C VERIFY CONSISTANT VERIFY ADHESION TO I "' TO BE LEVEL WITH TOP OF FINISH. �/ SLOPE TOWARD OUTSIDE OF WALL SUBSTRATES AND # / ASSEMBLY, 2% SLOPE MIN. \ ELIMINATE AIR POCKETS, Z c 04 , STEP 1 : WRB INSTALLATION STEP 2 : WRB PREP STEP 3: SAM FLASHING AT SILL FISHMOUTHS, ETC STEP 4: SAM FLASHING AT JAMBS ° W .. N 1 SCALE: NTS 3 SCALE: NTS0 SCALE: NTS _ — -- — 4 SCALE: NTS o INSTALL 9" SAM-2 FLASHING AT / \ -. IXN N OINSTALL 9" SAM-2 AT HEAD - LAP OVER JAMB /// \� Q 0 co HEAD LAP OVER JAMB FLASHING AND WINDOW NAIL o U 0 WRAP AND INTO R.O. " ' FLANGES / TYPICAL HEAD \ co 'f' 1A> INSTALL SEALANT BEAD ON / FLASHING BRAKE I " BACK OF FLANGE IF REQ. BY a SLOPE (WITH _ 0 VERTICAL CUT AT OUTSIDE WINDOW MFR. - POSITIVE SLOPE Z CORNER, FOLD FLAP IN ,� j / �'~ �,. EACH CORNER OF WINDOW O INSTALL WINDOW UNIT PER i I TO EXTERIOR} l O OPENING AND FOLD .% • 2 MIN TRIM FLASHING 4 ❑ �i A� BOTTOM OF SAM INTO HEAD °`, MANUFACTURER LAp i INSTRUCTIONS SHIM AND / LONGER THAN / i BACK TO WALL FINISH, ADJUST AS REQUIRED TO HEAD FRAME °�� © pREFINISHI=D SHEET METAL ALLOWING FLAPS TO FOLD i ;� �� ACHIEVE SQUARE, PLUMB AND � 3., INTO CORNER OF JAMB. � : � � -� TRIM DRIP EDGE � f FLASHING, FASTEN WITH ... / • • ° LEVEL. i O INSTALL 6" SAM-1 FLASHING AT &VERTICAL LEG 4 ROOFING NAILS AT 12" O C. J LLI a • ff o JAMBS - LAP OVER WINDOW NAIL -------'---- OF FLASHING ''/ O APPLY CONTINUOUS 318" BEAD OF CO FLANGES FLUSH WITH END i; NOTES: © PRIOR TO INSERTING �' % SEALANT TO TOP FRONT EDGE OF 2" ✓ i SEALANT WINDOW INTO ROUGH 1'' A. VISUALLY INSPECT WINDOW II OF HEAD FRAME / WINDOW FRAME TOOLTO SEAL = O i OPENING, APPLY SLOPED FRAME, MITER JOINTS AND �� \ / VOID AT TOP CORNER OF FRAME. W m SHIMS OR NEOPRENE MIOUNTING FLASHINGS FOR ; �..__ U / J / �' - FOLD VERTICAL J 2„ r SETTING BLOCKS ON SILL CRACKS, DAMAGE AND II LEG OF FLASHING // —I PAN 1" FROM CORNERS. IMPROPER SEALS - NOTIFY _;_ter; VERIFY SPACING PER ARCHITECT IF OCCURS UP 90 DEG, EASE 1 LU Q C'7 .#� ! WINDOW MANUFACTURER 'r' N FRONT LEADING �� I = CV LLI '°� REQUIREMENTS. VERIFY . B CONSULT MFR'S II EDGE OF END �� / III Q CV .1� VIII • / INSTRUCTIONS FOR SEALING VIII / DAM , ILII NOTES: �,. III ` I �i III III / a) •�"� f III 1"MI OLANGESNTEGRAL NAIL II IIIII / �� IIIII A. FLASHING TO BE CONTINUOUS cn 0 IIIIIIIIII STAPLE SILL DRAINAGE MESH ON I• IIII IIIII NOTES: / TRIM LEADING / 11111 (WITHOUT JOINTS) FOR LENGTH Cr) Cr) "" m O VERTICAL WALL. $ PPPPP. C. / C1Z BETWEEN WINDOW FRAME & A. INSTALL SAM FLASHING WITH { FLASHING BACK r ❑ TO SAM WRAP OR R.O. TO LAMINATE ROLLER VERIFY I \� AT A 45 DEGREE B. VERIFY FLASHING DOWN-LEG 0 �-- ry 2 © PRIOR TO INSERTING WINDOW, ALLOW FOR BACKER ROD AND ADHESION TO SUBSTRATES \ ANGLE j DOES NOT INTERFERE WITH r INSTALL AIR SEAL BEAD AT METAL SEALANT AIR SEAL AND ELIMINATE AIR POCKETS, j/ OPERATION OF PROJECTED Q BACK DAM FISH MOUTHS, ETC. \ NOTE: i/ / WINDOWS. Z CO r-1 0_ D. PLACE FASTENERS AT CENTER L - - \ END DAM IS / • _ V OF HOLES/SLOTS IN FLANGE. \ FOLDED, NOT / .1. r I-- SET FASTENTER HEADS FLUSH \ CUT / CO •t— {� WITH FLANGE BUT NOT TIGHT \ / z (DO NOT BEND OVER) N. ..5 STEP 5: SAM FLASHING AT HEAD 6 STEP 6: WINDOW INSTALLATION0 STEP 7: SAM FLASHING AT WINDOW 8 STEP 8: HEAD FLASHING AT WINDOW a m SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS W O Lo • r INSTALL RAINSCREEN © J 1-- 1 1/2FURRING 1"ABOVE IMPORTANT J r HEAD FLASHING AND WINDOW MANUFACTURER'S CORROSION INSTALLATION INSTRUCTIONS RESISTANT INSECT SCREENING , re: TIHESE DETAILS.COORDINATED S. R VIEW WITH f �' v�/ O INSTALL RAINSCREEN I i o �; INSTRUCTIONS FOR ROUGH I EXTERIOR DETAILS - DOOR FURRING FOR WINDOW .� OPENING SIZES, FLASHING, AND WINDOW OPENINGS ,010" /�/ TRIM 1 1/2" FROM EDGE .�~ SEALANTS, MOUNTING, & �j { I®� OF WINDOW FRAME • ALIGN 6 FASTEN FLASHING WITH o .�'` SHIMMING METHODS PRIOR TO JAMB TO CLEAR THE ROOFING NAILS AT 12" OC �� ROUGH FRAMING LAYOUT. ALL PROJECT NO. �r� WINDOW FIN �� VARIANCES FROM • • , ��~ MANUFACTURER'S INSTRUCITONS 19036 I � ,---- -- .-7 I � / SHALL BE REVIEWED WITH '� * ' �, '� ARCHITECT& MANUFACTURER AND 0 FOLD DOWN WRB-1 FLAP AND _ • / i r DOCUMENTED IN WRITING ' N. 7/23/2020 SECURE WITH SHEATHING TAPE © APPLY CONTINUOUS OVER WINDOW HEAD FLASHING • 3/8" BEAD OF SEALANT O INSTALL EXTERIOR BACKER ROD & 1– ASSEMBLY TO TOP FRONT EDGE O 4- REVISIONS:/ \ OF WINDOW TRIM & �` SEALANT AS DETAILED w m 1,� 1'� /� ::°>" "/1/1: TOOL @END. /, ` ` z oIII ��s', IIIII °� %''� i� ZII / i Iv INSTALL INTERIOR BACKER ROD & W• o°• I le11111 / I// �I� II ' : SEALANT AS DETAILED wIfl ��e J aI�111 ; II � � • ° ro /10 INJ D " N <> INSTALL CONTINUOUS •II° NOTES: • w FLASHING TO TOP OF / 1- i A. VERIFY SEALANT ¢ U _. SILL TRIM UNDER x WINDOW SILL, WHERE COMPATIBILITY &ADHESION III cC < SHOWN IN DETAILS WI ALL SUBSTRATES Q ¢ - u7 B. BACKER RODS TO BE SIZED z 30%WIDER THAN JOINT. § u' J w Q U STEP 9: LAP AND TAPE WRB . --Th STEP 1 O: TRIM AND HEAD FLASHING STEP 11 : SEALING o 0 A8 a 30 9 � SCALE: NTS ` I O) SCALE: NTS ii SCALE: NTS _.jow - €3- 31 �1D`�� 'a - FIBER CEMENT SIDING ON FIBER CEMENT PANEL SIDING ON VERTICAL PT WOOD FURRING AT �� , A� VERTICAL PT WOOD FURRING AT 16" O.C., SEE EXTERIOR \ J 16"O.C., SEE EXTERIOR ELEVATIONS FOR LAP WIDTHS r�� -` i FIBER CEMENT PANEL SIDING ON A ELEVATIONS FOR LAP WIDTHS A y1„4 /= VERTICAL PT WOOD FURRING AT - WRB, LAP OVER SAM FLASHING WRB, LAP OVER SAM FLASHING r-- I _ �r 16" O.C., SEE EXTERIOR -� ELEVATIONS FOR LAP WIDTHS �� - 518"TYPE 'X' EXTERIOR GYPSUM ' D, GUN518"TYPE 'X' EXTERIOR GYPSUM }�. WRB, LAP OVER SAM FLASHING SHEATHING SHEATHING 2918ek *OF II EXISTING PLYWOOD SHEATHING .\ / i EXISTING PLYWOOD SHEATHING 1e 5/8"TYPE 'X' EXTERIOR GYPSUM SHEATHINGasc„1F SAM, LAP WINDOW FLANGE �—�~ 4" SAM LAPS FLASHING i EXISTING PLYWOOD SHEATHING - .. <- y PREPRIMED METAL HEAD FLASHING 0 �� PREPRIMED METAL HEAD FLASHING I / WITH HEMMED EDGE, SET IN FULL BED ' \ 7 1 IWITH HEMMED EDGE, SET IN FULL BED `. A /// E SAM, LAP FLASHING 0_ OF SEALANT • \ OF SEALANT a- o / CORROSION RESISTANT INSECT I _ u • SCREEN CONTINUOUS SEALANT BEAD 1 ' = W L co I i r M SAM, LAP INTO OPENING Ce m = PREPRIMED METAL HEAD FLASHING Z ao N / SAM, LAP INTO OPENING �,1\ �• 4" SAM AT FLANGE m c i _ ■ "iii SET IN FULL BED OF SEALANT 0 SAM, LAP INTO OPENING 4" x 514 FIBER CEMENT TRIM 4" x 514 FIBER GEMENT TRIM o Z �" I I CORROSION RESISTANT // ,\ � - CORROSION RESISTANT V � —`_ J 4"x 5/4 FIBER CEMENT TRIM g 'I INSECT SCREEN INSECT SCREEN - cv • - co PREFINISHED METAL HEAD ` PREFINISHED METAL HEAD - ` "" _ ti FLASHING WITH HEMMED EDGE, I 0 � - SET INFLASHIBED OF SEALANTHEMMEDNG WITH EDGE, _ _ V 4. D �Z� SET IN BED OF SEALANT �' \.*\\�`�l� rV '7T7c 318" DYNAMIC SEALANT JOINT. :.-7.-:.-- ---- -- ♦ �" . I - I� EACH SIDE ♦f�►�►�!♦ ♦♦♦ PREFINISHED SHEET METAL SLOPED \ �� - SEALANT BEAD a 03 �.; ♦♦♦ ♦ �,♦ FLASHING WITH HEMMED EDGE ----I'•♦♦i♦ i♦ • ;ZRRDAND SEALANT BACKER ROD ANQ SEALANT, SEAL) LL Q 1 OUTSWING DOOR WHERE OCCURS ♦♦♦ EACH SIDE Q ♦♦�♦�► - VINYL WINDOW SYSTEM a o i — 1 I WOOD TRIM TO MATCH EXISTING i4► -- INSULATED HM DOOR AND I 2 N ♦♦•♦ WOOD SCRIBE, PAINT ! �♦y♦♦�♦ FRAME WITH 1" FLANGE, SEE FIBERGLASS DOOR ASSEMBLY V q ♦�♦♦♦ DOOR SCHEDULE n I EXISTING GYPSUM BOARD Z NOTE: FOR INSTALLATION , 2 3/4" jr NOTE: FOR INSTALLATION V - 'n REFER TO SHEET A8.30 REFER ORSHEET A8.30 INSTALLATION 0 1 TYPICAL DOOR HEAD - HM DOOR HEAD REFER TYPICAL WINDOW HEAD w o " 2 „ _ 0CALE: _ „ i SCALE: 3 - 1 0 S 3 1 0 SCALE: 3" = 1'-0" J r N WOOD TRIM TO MATCH CONTINUOUS SEALANT BEAD - EXISTING SILL AND SKIRT TRIM Ce EXISTING % WOOD SCRIBE, FINISH TO a o o INSULATED HM DOOR AND t MATCH EXISTING TRIM U CD �� FRAME, SEE DOOR NOTE: PROVIDE SILL PANS j FIBERGLASS DOOR SCHEDULE I -- VINYL WINDOW SYSTEM AT ALL EXTERIOR DOORS ASSEMBLY j' . - 1" HIGH SHEET METAL BACK ANGLE Z EDGESiii - BACKER ROD AND AIR SEAL 0 ❑ / CONTINUOUSLY ED TO ENSURE WATER "t\ i 318" BACKER ROD AND SEALANT ..� JN . 12 TIGHT ENCLOSURE 318" DYNAMIC SEALANT JOINT, ) Q BEACH SIDE • 'r 4i_ F� Q �2" • '4'.-„,,,, FOLD EDGE OVER FILL WITH 1 \ / }. OUTSWING DOOR WHERE OCCURS 1 11MLO CORROSION RESISTANT INSECT SOLDER ,1 ' �, \ 7 1 r, 'o" SCREEN J W „till �I�r t PREFINISHED METAL HEAD CO D — — - •- 1 GRID FLASHING WITH HEMMED EDGE ❑ 4„ ,--- PROTECT BACK DAM FROM I ` .♦ �� a O DAMAGE BEFORE INSTALLATION OF 1 ��.. _ - . ;_ - . r "� SILL DRAINAGE MESH BEHIND V.I.F. THRESHOLD f— �� M IL _ sr� 1{f N ,♦- WINDOW FLANGE W . \ ` .,hl . _ 4"x D FIBER CEMENT TRIM J 1 112„ 4411fr \ 1 —I FILLET SEALANT W 318" SEAL TRIM JOINT �\ 1 \ SAM, LAP INTO OPENING No. SAM, LAP INTO OPENING SAM, LAP INTO OPENING < = C\1 a n BACKER ROD AND SEALANT FIBER CEMENT SIDING ON �� 4" x 514 FIBER CEMENT TRIM VERTICAL PT WOOD FURRING AT = ❑ �� SAM, LAP HOLLOW METAL FLANGE 16" O.C., SEE EXTERIOR �� EXISTING PLYWOOD SHEATHING EXISTING PLYWOOD SHEATHING ELEVATIONS FOR LAP WIDTHS Cn C�� O m 518"TYPE 'X' EXTERIOR GYPSUM Z r ~ , FILLET SEALANT WRB ❑ } SHEATHING r 118" MIN., 5/8"TYPE 'X' EXTERIOR GYPSUM I 5/8"TYPE 'X' EXTERIOR GYPSUM C"` i V.I.F. SHEATHING 4" x 514 FIBER CEMENT TRIM .a SHEATHING 0~ WRB FILLET SEALANT / r r r� W WRB EXISTING PLYWOOD SHEATHING Z ,Iiiixeda FIBER CEMENT PANEL SIDING ON _ . 1 h VERTICAL PT WOOD FURRING AT FIBER CEMENT PANEL SIDING ON 1 I r (� / 16" O.C., SEE EXTERIOR Cn r ELEVATIONS FOR LAP WIDTHS VERTICAL PT WOOD FURRING AT I z 16" O.C., SEE EXTERIOR a NOTE: FOR INSTALLATION ELEVATIONS FOR LAP WIDTHS NOTE: FOR INSTALLATION a) ❑ REFER TO SHEET A8.30 rTE: FOR INSTALLATION REFER TO SHEET A8.30 _ JTYPICAL DOOR SILL PAN TYPICAL DOOR JAMB HM DOOR JAMB FER TO SHEET A8.30 TYPICAL WINDOW SILL ~ D SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" co 0 SCALE: 3 ` 1 -0 SCALE: 3 - 1 -0 � ♦W^ � —-- EXISTING SILL TRIM BELOW EXISTING SILL TRIM BELOW Q r J EXISTING FRAMED WOOD EXISTING PLYWOOD SHEATHING J r JAMB FIBERGLASS DOOR ASSEMBLY - ---- -- EXISTING GYPSUM BOARD JAMB EXISTING GYPSUM BOARD JAMB _ UPTURNED STAINLEES STEEL SILL _ WOOD SCRIBE, PAINT PAN AT JAMB BEHIND DOOR FRAME 1 '1 EXTERIOR DETAILS - DOOR SEALANT AT FASTENERS 318" BACKER ROD AND AIR SEAL ' 318" BACKER ROD AND AIR SEAL AND WINDOW OPENINGS ::I:::::SEMBLY • STEELN - WOOD SCRIBEPAINT SAMLAP INTOOPENG 1 A - 1 1 19036 SAM, LAP WATERPROOF MEMBRANE _ - SEALANT BEAD / PAN AT JAMBS BEYOND f.,..'' * SEALANT AT FASTENERS �II 1 I� --Ate Pi_ a. i a - - - 3 112" CONCRETE TOPPING SLAB I I o rj t . ;1 II 11� _ _ _ • ' lI �I I! X 7/23/2020 STAINLESS STEEL SILL PAN 518"TYPE 'X' EXTERIOR GYPSUM �� 1 _ r SHEATHING ' i --- -- \ � �� • �-e��" i� VINYL WINDOW SYSTEM, � +! � F- i ACCESSIBLE THERMALLY Q vi I BROKEN THRESHOLD - :: NTO VINYL WINDOW SYSTEM 0 , REVISIONSEXISTING SLOPED LEVEL2 OPENING ` SAM, LAP WINDOW FLANGE z - - SET PAN FLASHING IN 318 f � _° ,. _, CONTINUOUS BED OF EXISTING PLYWOOD SHEATHING BACKER ROD AND SEALANT w SEALANT AT CONCRETE 318' 4 a - iii 8 518" TYPE 'X' EXTERIOR GYPSUM SAM, LAP WINDOW FLANGE ��,_ 2 SHEATHING m 4"x 514 FIBER CEMENT TRIM J I' V vv v k V U_U �` N BACKER ROD AND SEALANT - _ FILLET SEALANT v 1 SAM, LAP WINDOW FLANGE 5/8" TYPE 'X' EXTERIOR GYPSUM g co DRAINAGE MAT, LAP WALL �_` SAM UNDER SILL PAN 5/4 x FIBER CEMENT TRIM SHEATHING S _ I Lu • WATERPROOF MEMBRANE, EXISTING CONCRETE WRB ¢ r - SLAB TO REMAIN NOTE: FOR INSTALLATION FIBER CEMENT SIDING ON w Q \ LAP WALL REFER TO SHEET A8.30 VERTICAL PT WOOD FURRING AT ¢ 4 EXISTING PLYWOOD DECK - n 16" O.C., SEE EXTERIOR co = V ELEVATIONS FOR LAP WIDTHS 0 Q z W NOTE: FOR INSTALLATION 6 V REFER TO SHEET A8.30 =o TYPICAL DOOR THRESHOLD AT DECK TYPICAL DOOR THRESHOLD AT LEVEL 1 TYPICAL WINDOW JAMB _ 121 TYPICAL WINDOW JAMB o }6 A8 . 31 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" �1 1/ SCALE: 3" = 1'-0" = SCALE: 3" = 1'-0" Z o HSS 2" x 2"x 1/4" FIBER CEMENT LAP SIDING ON CL �+ �� VERTICAL PT WOOD FURRING AT INTERMEDIATE = RAIL`"I I OST POST delOADAke _ .n► 16" 0.C., SEE EXTERIOR 114" PLATE, SEAL 5'- 0" O.C. MAX HSS 2-1/4" x 2"x 1/4"TOP RAIL H5S21/4" x2" x114" CAP RAIL 41. ELEVATIONS FOR LAP WIDTHS WELD AT EACH END �� , WRB, LAP OVER SAM FLASHING OF TOP RAIL, TYP. I V ` HSS 2" x2' x 1/4" ` HSS 2" x2" x114"VERTICAL �� • FIN— 518"TYPE 'X' EXTERIOR GYPSUM HSS 2" x 2" x 114" " 1: I ■ Iv VERTICAL POSTS, TYP. . , ;.- \ POSTS WELDED TO STAIR I SHEATHING INTERMEDIATE t . STRINGER, TYP. \ ir RAIL -- F ¢ HSS 2"x 2"x 114" 0 0 _ SAM, LAP WALL I ( ¢ 7e , z INTERMEDIATE RAIL INTERMEDIATE RAIL ' „, N J ` SAM, LAP WATERPROOF MEMBRANE / !! /- �_� xx , �� ?, - \ I ( `. 1 112" O.D. DIA. - v CORROSIVE RESISTANT INSECT H55 2" x 2" x 114" i� STEEL PIPE \ 4.42,______I � (`l�a SCREEN VERTICAL POSTS, �� I HANDRAIL, PAINT \ L 2 112" x 1 112" x 3116"WELDED 01°a TYP. � STEEL PLATE OF 0 g4. PREFINISHED SHEET METAL SLOPED �-� • FLASHING WITH HEMMED EDGE SET 3116 __.„---------------- 1 I I 3116 I J 3/4" x 3I8" STEEL BAR IN A BED OF SEALANT o/ PICKETS AT 4" O.C. V �_.,.-. - 3 112" CONCRETE TOPPING SLAB, 3/16 / 3/4"x 3/4" STEEL BAR 3116 SAW CUT FOR FLASHING HSS 2 1I4"x 2"x J PICKETS AT 4" O.C. �. 0- N EXISTING 114"TOP RAIL 1 E LEVEL 2 / ° - _ _ SLOPED DECK I 1 112" W ► LINE OF ADJACENT --# p MIN. -.-- , WALL OR COLUMN Q 3/16 I/ Ce co �_ k '-.-0 . ', _ o- .-, DRAINAGE MAT, LAP WALL �s I 1 1 I 1 n c° co '1:7- '' ''.aa - 314"x 314" STEEL BAR - WATERPROOF MEMBRANE, i c•> I0 ° PICKETS AT 4" O.C. -- = - ° LAP WALL I U m a. .. a ` ; 4,. f 4,. CONCRETE TOPPING a ` • ' . o EXISTING PLYWOOD DECK ' MAX I I MAX v SLAB ON EXISTING W o ELI SLIIQL]LvILvv�u�vVS1Q4,1ISi.VV.,SL LQ� WOOD FRAMING cv I- r- ° 1 • rn • ca 3 16 C • Nir, I I = 0 PAINT UNDERSIDE OF EXISTING HSS 2"x 2" x 114" / HSS 2" x 2" x 114" BOTTOM RAIL 0 cncu 3 S WOOD DECK AND FRAMING HSS 2" x 2" x 114" -- BOTTOM RAIL BOTTOM RAIL . Ce 0 o EXISTING LEDGER AND FRAMING I I f 1/8 ALL SIDES Q BACKER ROD AND SEALANT STEEL PLATE AT `-° BOTTOM OF POST, rH L PREPRIMED METAL FLASHING FASTEN PER � E \ �J - .\t.7 !\‘'‘. PRECAST CONCRETEWITH HEMMED EDGE, PROVIDE STRUCTURAL DWGS EXISTING _ _ _ - STEEL PLATE WITH LAG ITREAD PER Ce aOPENING FOR VENTING '2 STRUCGTURALCo 2 Q o — v SLOPE w BOLT FASTENERS PER J - STRUCTURAL DWGS DWGS 2 , , + [, ..a y CORROSIVE RESISTANT INSECT ' Al S. 1' \o I 1• ` •, Z SCREEN — I —i d I 1II1 I - STEEL SUPPORT ANGLE PER 0 m - _ EDGE OF ----- STRUCTURAL DWGS _ �_ ; SAM, LAP WRB n I I- co N _ CONCRETE U II EXISTING 6x8 WOOD V r 1 lx • 318" EXISTING PLYWOOD SHEATHING TOPPING SLAB 1 U BEAM SUPPORT STEEL HSS STRINGER, SEE W - c� JN � -� /I/ STRUCTURAL DWGS J 518"TYPE 'X' EXTERIOR GYPXUM r m' C 3N �� SHEATHING 6 NOTE: NOTE: `' WRB FIBER CEMENT A8.41 ALL STEEL MEMBERS AND ALL STEEL MEMBERS AND Q o 0 FASTENERS TO BE HOT DIPPED FASTENERS TO BE HOT DIPPED V co u' y ---� ONFIBER CEMENT LAP SIDING BOARD OVER NOTE: -— _ — _ GALVANIZED. GRIND DOWN SHARP GALVANIZED. GRIND DOWN SHARP VERTICAL PT WOOD FURRING ALL STEEL MEMBERS AND CORNERS AND EASE ALL EDGES. CORNERS AND EASE ALL EDGES. AT 16" O.C., SEE EXTERIOR DECKSUPPORT ELEVATIONS FOR LAP WIDTHS FASTENERS TO BE HOT DIPPED GALVANIZED. GRIND DOWN SHARP PAINT ALL EXPOSED SURFACES PAINT ALL EXPOSED SURFACES Z LEVEL 2 DECK LEDGER AT WALL �� GUARDRAIL SECTION AT DECK CORNERS o5 EXPOSED GUARDRAIL SECTION AT DECK GUARDRAIL SECTION AT STAIRS ° o E., ,„ , 2 • " _ , 0 4 � SCALE: 3 = 1 -0 SCALE: 1 112 = 1 -0 2 11��• 3-1/2" CONCRETE TOPPING SLAB SCALE: 1 1/2 = 1 -0 2"x2" STEEL GUARDRAIL POST, SCALE: 1 112" 1'-0" Q GUARDRAIL POST AND BASE .I' WELD TO TOP OF STRINGER �" = - - 2"x2" STEEL GUARDRAIL Q PLATE WHERE OCCURS, COAT BACKER ROD AND SEALANT 3-112" CONCRETE POST, WELD TO TOP OF I I AROUND POSTS WHERE OCCURS PRECAST CONCRETE TREAD, TOPPING SLAB, SHEET PLATE J LV BASE PLATE AND POST BOTTOM TYP. -NOSING RADIUS NOT NOSING RADIUS NOT AT GUARDRAILS EXISTING TO EXCEED 9116" COm DRAINAGE MAT, LAP GUARDRAIL q TO EXCEED 9116" 114" STEEL PLATE AT TOP AND SLOPE I POST WHERE OCCURS V Y / / STEEL HSS STRINGER END OF STRINGER = O - WATERPROOF MEMBRANE, 7 \-. BEYOND, PAINT m ° LAP FLASHING _.. W / / n PREFINISHED METAL FLASHING ce J d d ' d --d EXISTING PLYWOOD DECK 7 V ` WITH HEMMED EDGE J • 114" CHAMFER ALL OUTSIDE / 1 W Q H - a ° • o° �- i S • WATERPROOF MEMBRANE, N °a •, ' �" �t % CORNERS / i �LIL�SL!lV,L °lL1Zs�U �:.cf� ::-w ^-I��"� Ui / p� w {� LAP FLASHING CV I CAST IN DRIP EDGE AT BOTTOM / / < d_ G • 1" EXISTING PLYWOOD DECK- 't \ I Q I 4"LAP h_ EDGE OF TOPPING SLAB, ADHERE / � -- °� TO TOP OF DRAINAGE MAT 11 11 ILA W DRAINAGE MAT fX m I I I I ` 318" �' {/} co I I N - PREFINISHED METAL DRIP - ,• 0 FLASHING WITH HEMMED EDGE / 2 / Z Cr- `� 1,-0"TREAD �_ / / 7 Q \\\ NNOTCH EXISTING PLYWOOD �/ Et SHEATHING FOR FLASHING /, 1" X / / / / ret ':'''N''' AND SAM / 2 0 w Z co 2 0_ EXISTING 6x8 WOOD BEAM • • • SUPPORT AND 6X WOOD JOISTS - i` r' - STEEL BRACKET STAIR fes._ a = !� a . d , TREAD SUPPORTS / a s a d r V HT SAM e • 7 WELDED TO STEEL o - H a .d Z N i 5/4 x FIBER CEMENT TRIM ON 118 ULJJ Li] / STRINGER, PAINT , / 'a� 4"LAPS. ' n pd. r VERTICAL PT TRIM, PAINT I 7 STEEL CHANNEL / / 18 4 , d 4� ° PAINT UNDERSIDE OF EXISTING n STRINGER BEYOND, / / + �sivc -1SLVV�us,r-vuscv.1 WOOD DECK AND FRAMING 1r PAINT / I a r LEVEL 2 DECK AT EDGE TYPICAL STAIR TREAD . SCALE: 3" = 1'-0" SCALE: 3" = 1'-Q" / ' , in STEEL HSS STRINGER I ,a ,< . J / 9" SELF-ADHERING MEMBRANE BEYOND, PAINT / = 4"TYP. FLASHING , LAP OVER METAL 1„ , // a. d` aA. SADDLE FLASHING 2"x2" STEEL GUARDRAIL ° a POST, WELD TO TOP OF 7 4 - ILA Z'7 I • 1 TYP. op -. • I STRINGER / 4. .,,, EXTERIOR DETAILS - STAIRS, PRECAST CONCRETE / i TREAD, TYP. NOSING / L. * , / , DECKS, AND WALKWAY 8,� - METAL LEDGER i RADIUS NOT TO - x FLASHING EXCEED 9/16" y • S S 18" 1, �, PROJECT NO. =�� • - KERF CUT 7 / �[� STEEL END PLATE AT ad ° "`` v 7 E 19036 / r END AND BOTTOM OF e - d / / it STRINGER W b a / ��/// • 1__.11 11__11 / 4" FACE OF CONCRETE / / I XN. 7/23/2020 6" TYP. FOOTING, SEE 7-- .,--- STRUCTURAL STRUCTURAL DWGS _ - / _I f- �' __„- ,I 7: �- -- , / w 5 REVISIONS: CAST IN DRIP \ 1- o 4L_ q d , 7 EDGE AT BOTTOM ? d I EDGE OF TOPPING SLAB I ' id F.V. '' - <. ; - 5/4 x 8" FIBER CEMENT TRIMAl'- ''\ w o S / f, ' .,;` - • �'" . BACKER ROD AND SEALANT Eii " - EXISTING 6x8 WOOD BEAM o i s x e d PREPRIMED METAL FLASHING C¢.) o r„..::.z.„.. ! / a - WITH HEMMED EDGE, PROVIDE EXISTING 2X FRAMED o �� OPENING FOR VENTING WALL SADDLE FLASHING, EXISTING CONCRETE / 4" O.C. 51$"TYPE 'X' EXTERIOR TUCK UNDER / WALK, SAW CUT AS CORROSIVE-RESISTANT • GYPXUM SHEATHING ~ LEDGER FLASHING / / REQUIRED FOR NEW Q i- v BOTTOM OF FLASHING / INSECT SCREEN HT SAM, LAP WRBce CONSTUCTION w a FIBER CEMENT PANEL SIDING Q a FLUSH WITH BOTTOM 4. T OF DECK TYP STEEL ANGLE, ANCHOR --- ON VERTICAL PT WOOD FURRING WRB C.9 o NOTE: SIDING APPLICATION NOT BOLT TO CONCRETE PER AT 16" O.C., SEE EXTERIOR Z W DECK STRUCTURAL ELEVATIONS FOR LAP WIDTHS a SHOWN FOR CLARITY REQUIREMENTS U FLASHING AT DECK TO WALL • STAIR STRINGER AT BOTTOM - STAIR STRINGER AT TOP o 00 E„, A8 • 4 1 - SCALE: 1 1/2" = 1'-0" 1 ' SCALE: 3" = 1'-0" 1 2 SCALE: 3" = 1'-0" z o - EXISTING ASPHALT SHINGLE 41? EXISTING ASPHALT SHINGLE GRID - ROOFING OVER UNDERLAYMENT0 ROOFING CUT AND INTEGRATE \\ EXISTING PLYWOOD DECK 4 OVER VENT FLANGE \ PROVIDE BAFFFLES WHERE VENTir VIIIII . HT SAM - LAP TOP LAYER OVER \ HOLES PROVIDED A7AIA ��. �� VENT FLANGE \ I EXISTING BLOWN-IN ATTIC y SET VENT FLANGE IN A BED OF \ INSULATION, REMOVE AND • SEALANT \ REINSTALL AS REQUIRED FOR PO.� EXISTING UNDERLAYMENT \ I NEW CONSTRUCTION +414 29}8 CON$ - EXISTING 3X EAVE BLOCKING ($ • ROOF VENT/ROOF EXHAUST \ • DRILL 1-1/2"VENT HOLES, (2) PER OF 0' VENT A TRUSSS BAY AT ATTICS A, I, M & K ' 1h ��. ONLY U ••. nom■._. . \ _+ ummmil a■w�: m::: ` EXISTING 2X WOOD TRIM, PAINT O. E !!RI im iumm •• !!LI/ * ` 118" MIN. OPENING SCREENED BIRD ° !�' ,w_!!!��!!rri,■;••••1 1.41\ BLOCKING AT NEW AND EXISTING W U 1 CUT HOLE IN EXISTING ROOF II�!!�"'�"°°�j!l� �=�" ``,,..._ VENT HOLES, TYPS ■ww■�ww wrrwwa■ ■■w■waww�a wwwri.raawwr DECK AS REQUIRED FOR NEW -r—m!!!l ::L° ''"`!!!i!I ` ■www�aw■ waa� �`� SPRAY FOAM AT TOP PLATE AND n _ VENT wr•wwa•�ii� w I -I PERIMETER OF GYPSUM BOARD o ■..�•.■rro •.■_■■.k r =_ 1 \ ■l �w�•i:: :•• �! - - -1- --- - CEILING �, r ' —_ �!!�!!� 'ter■■ !!l�.._..._ ' - - - -�- _ \ BACKER ROD AND SEALANT W o c4 _ www ww �!!l�uwwwww �!1 ■•rwwww w■wwrr■■awrr rr ` N I \ •r• i!�!:_■■■■■r■•w !!�!!■i■■■ I - 1- r tj 7 ■l.rww■... ■•.www:: / / !l�wwww�waw !�!l�rwaw.rrwa ! . ■wrr�wwrrww rr■wwrr■r� I / ■rr■�r■ !!! ■l.■■■rrr■r !!! •v • _.� \ _ ° nr r•w�r•w www-_, ' ,f 1 Iu: ice:::r■■.1u.=:::iii:::r i - V mwaw■www :r.wr• !!!m' 1///iNZ (e o 1 � !�llLrr.w. / .G �lll s:::�..�lll.::' .� g 318' a ' '/ 'i / ■�.N. ... :!�lieL1 :6:4r . I J m w�www -� �� _ - -_ � '.: I EXISTING o CONNECT DUCT AT EXHAUST �_T�_�'� �;; PREEFINISHED Q — -r VENT AND INSLULATE, WHERE i �, Il SHEET METAL = N OCCURS \ J GUTTER, PAINT Z j ROOF MOUNTED VENT j\ - I EXISTING WOOD FASCIA, O m N �� W Y N PAINT SCALE: 3" =1,1,\(---::". 1'-0" o co \_ , 1 \ PAINT UNDERSIDE OF EXPOSED ROOF v \ • STRUCTURE, MATCH FASCIA TRIM i 3 `" FIBER CEMENT PANEL SIDING us \ \ o c) ON VERTICAL PT WOOD FURRING r PREFINISHED METAL FLASHING U co o AT 16"O.C., SEE EXTERIOR 1-0 �\ 1 ; WITH HEMMED EDGE, PROVIDE ` R VENTING ELEVATIONS FOR LAP WIDTHS F . I \ CORROPENIOSIVNG ORESISTANT INSECT EXISTING ASPHALT \ j 1 I Z .--_ - WRB, LAP SAM I I SCREEN SHINGLE ROOFING • i--- .� I EXISTING PLYWOOD SHEATHING OVER UNDERLAYMENT i Q tm SAM, LAP WRB -K.' HI - 518" TYPE 'X' EXTERIOR GYPXUM SHEATHING OF EXISTING EXISTING PLYWOOD SHEATHING SHEATHING �' SHEATHING EXTERIOR GYPXUM j SAM, LAP OVER METAL FLASHING EXISTING EDGE 51$"TYPE X ,` _ _ _ _ �: s �-- - FLASHING, PAINT `. "" -�ii I _ WRB J W CORROSION RESISTANT INSECT SCREEN \ :4; y_- ` _ FIBER CEMENT PANEL SIDING EXISTING WOOD ON VERTICAL PT WOOD FURRING _ �. PREPRIMED DRIP FLASHING WITH - --- -. AT 16" O.C. SEE EXTERIOR T. 0 HEMMED EDGE i _�'• FASCIA, PAINT ELEVATIONS FOR LAP WIDTHS W m g _ -- ... --_ - SIDING AT TYP ROOF EAVE .__1 �.. I ' CUT EXISTING GYPSUM SHEATHING AS g 314' SCALE: 3" = 1'-0" .J d REQUIRED FOR NEW CONSTRUCTION \ W < co � _ I• EXISTING PREFINISHED SHEET METAL GRID - EXISTING ASPHALT Ce I CV W v APRON FLASHING SHINGLE ROOFING OVER Q CV N v ROOFING _ UNDERLAYMENT _ EXISTING ASPHALT SHINGLE 00 G ;,i I EXISTING ROOF 0 (I) �_ �_ EXISTING ROOF UNDERLAYMENT .',71 SHEATHING Et 1�� PAINT UNDERSIDE OF I V) CO m - �� +► EXPOSED ROOF STRUCTURE - _ EXISTING SHEET METAL (C) 0 - - EXISTING ROOF SHEATHING A - - = Z f--- EXISTING 2X WOOD TRIM, PAINT -� EDGE FLASHING, PAINT 0 C \ BACKER ROD AND SEALANT �— a I PRE PRIMED METAL FLASHING : EXISTING WOOD FASCIA, Z CrO (i 5 ,� NI" \ WITH HEMMED EDGE, PROVIDE _ PAINT �,�. `v I , OPENING FOR VENTING _ \ M r� V >.--• :;••I • ao SAM, LAP WRB \- a�t \ Z n 1! ' r7 `- 7' WRB, LAP SAM I \ o D - - - - - _ \ -314" J �� FIBER CEMENT PANEL SIDING ON \ SIDING TRANSITION AT TYP ROOF PEAK VERTICAL PT WOOD FURRING AT • \ Q 5 SCALE: 3" = 1�-0" - 12" O.C, WITH 2-112 X 314 FIBER \ I:: Ca v- _____._ • . CEMENT BATTENS AT 12" O.C. \ irk PAINT UNDERSIDE OF V r- r� PAINT 1 v EXPOSED ROOF STRUCTURE \ m EXISTING PLYWOOD SHEATHING r- �� EXISTING 2X WOOD TRIM, PAINT J r 5/8"TYPE 'X' EXTERIOR GYPXUM - j = N, SHEATHING BACKER ROD AND SEALANT J - PREPRIMED METAL FLASHING -_� '41K, PRE-PRIMED METAL FLASHING c' WITH HEMMED EDGE WITH HEMMED EDGE, PROVIDE Ar -, I OPENING FOR VENTING • 5/4" X FIBER CEMENT TRIM, PAINT .-• EXISTING WOOD BEAM I '! -- CORROSIVE-RESISTANT INSECT SCREEN EXTERIOR DETAILS - ROOF :' I SAM, LAP METAL FLASHING I I awrr •• mow. SAM, LAP WRB lI r_ t • ■ EXISTING WOOD -•• - - - CORROSIVE-RESISTANT INSECT WI Lim•.T.�'MIMww I HEM FIBER CEMENT PANEL SIDING ON PROJECT NO. PORCH SOFFIT, SCREEN AT TOP AND BOTTOM �•• E 1 i ' - - `'' VERTICAL PT WOOD FURRING AT 19036 I PAINT OF FURRING IIII24"0.0 WITH 2-1/2"X 3/4" FIBER CEMENT BATTENS AT 24" O.C., Ne., RETURN 5/4"X 8 FIBER CEMENT ::� ! ��r..l:��!!�w -..I ALIGN WITH EXISTING BLOCKING EXISTING WOOD • TRIM AT END WALLS, PAINT ■ ■■• ._ 'h ■�!! �• •� �rr . F- . ` PAINT X 7/23/2020 BEAM WRAP, d PREPRIMED METAL FLASHING !.■r_::m! ..�-- i. PAINT WITH HEMMED EDGE SET INA :•�• !�'WI:••••�•• ! \` PREFINISHED METAL FLASHING I- '� BED OF SEALANT • 1�� •�llEimmw�sw .� ' WITH HEMMED EDGE ¢ L!�! o REVISIONS: - 414 X 4" COMPOSITE TRIM WRAP • =Emu \. WRB I- i AT COLUMN TOP, PAINT ---- Z ' 518 TYPE X EXTERIOR GYPXUM E § -MITER ALL CORNERS SHEATHING a w EXISTING WOOD COLUMN, ��;;_ �� w'8 PAINT ••••�•• --- EXISTING PLYWOOD SHEATHING I a • ��w�w_ww�� / •w 3- I • 414 X 6" COMPOSITE TRIM WRAP `�� - EXISTING BLOWN-IN INSULATION, i • AT COLUMN BOTTOM, PAINT REMOVE AND REINSTALL AS Q z A8.23 MITER ALL CORNERS I REQUIRED FOR NEW con g ----] CONSTRUCTION LL;rr CONCRETE DECK OR SLAB __� •� Q r 514"X 8" FIBER CEMENT TRIM, PAINT IH;T -, - SPRAY FOAM AT TOP PLATE w I- / AND PERIMETER OF GYPSUM ¢ ICr I- ' BOARD CEILING < FIBER CEMENT PANEL SIDING Z ON VERTICAL PT WOOD FURRING ¢¢ 6 __ AT 16"O.C. -PAINT, SEE EXTERIOR LP-16 s __- SIDING AT TYP PORCH � � SIDING AT TYP ROOF RAKE ELEVATIONS FOR LAP WIDTHS 2A8 . 5 1 SCALE: 3" = 1,-0" SCALE: 3" = 1'-0" °z °4 oksD 004. • cl,c? - 3-112"ACOUSTIC BATT3INSULATION �\ i �\I EXISTING BOTTOM CHORD AlPF:All:P. ZOF TRUSS 518" GYPSUM BOARD 1 I \\ I 1 rf� I \I _' / . T— PROVIDE BLOCKING AS OP O' '" \ HEADER, WHER OCCURS } REQUIRED Nt \ 718" HAT CHANNEL N`, \ EXISTING CEILING 0 E SEALANT JOINT G. o 7' / N :N- — o \ GYSUM BOARD EDGE BEAD, W . RESILIENT SOUND CLIPS AT 48" OC \ EACH SIDE cc ro / \ 718" HAT CHANNEL 0 D ._ el DEFLECTION HEAD CHANNEL U in . W o m,_:;� 2x4 WOOD FRAMED WALL U 4101110- RESILIENT SOUND CLIPS AT ,., 48OC I 0 OFFICE COMM. ROOMU °' \\,:\ .; ‹, 5/8"GYPSUM BOARD W o c 3-112"ACOUSTIC BATT Q INTI 14 ATIC)N m �, �� , OFFICE COMM. ROOM 0 SECTION / PLAN SECTION Q o — 2 N i# w C-3- DOOR HEAD/JAMB 4 WALL TO CEILING CONNECTION o w N SCALE: 3" = 1 -0" - INSULATED HM DOOR AND FRAME, SCALE: 3" = 1'-0" I— @ N SEE DOOR SCHEDULE / EXISTING 518"GYPSUM BOARD W o co BACKER ROD AND SEALANT /\ J v V �� EXISTING BATT INSULATION W N N SAM, LAP INTO OPENING , / ,-- - SEALANT JOINT, EACH SIDE Q o ol FIBER CEMENT TRIM ON VERTICAL / GYSUM c:I::48 , U o +6" PT FURRING �;, EACH*4.: " OC • GYSUM BOARD EDGE BEAD, I /7-- 718" HAT CHANNEL Z 1• EACH SIDE O ❑ : 4 RESILIENT SOUND CLIPS AT 48"OC 1 I i P IP"' Ct 46 —,••4• • • -*- A. 4 718" HAT CHANNEL Q Q �O,As. ♦♦ ♦r r — J �� - CO _2"-- wa 3-112"ACOUSTIC BATT ;0--. .e �... "'. . . INSULATION IX = N I— � ■�"?� N. 518" GYPSUM BOARD Q C\I 1—F 3-112"ACOUSTIC BATT I � INSULATION �- EXISTING 1/2" PLYWOOD 0) ❑ r:i — ; 518"GYPSUM BOARD �__- SHEATHING C/ CO LCi) CO EXISTING FRAMED WOOD JAMB --_- -- 518"TYPE 'X' EXTERIOR Z CU O F- GYPSUM BOARD r —• EXISTING 112" PLYWOOD SHEATHING , 0 ' 2 _ _ WEATHER RESISTIVE F,..,, r r 518"TYPE 'X' EXTERIOR BARRIER (WRB-1) ♦n Q _____LA , GYPSUM BOARD v r' I w ��— FIBER CEMENT SIDING OR Z` (0 , 0_ SAM, LAP HOLLOW METALNINYL PANEL SEE EXTERIOR EXT. WINDOW JAMB FLANGE EXT. INT. ELEVATIONS FOR PATTERN - r-- WOOD SCRIBE, PAINT CO — PLAN PLAN Q - 3/8" BACKER ROD AND AIR SEAL > 0 ❑ x- J NEW WALL AT JAMB VINYL WINDOW SYSTEM, EACH SIDE - NEW WALL AT WALL a r , m 7CALE: 3" = 1'-0" 8 SCALE: 3" = 1'-0" W r - 0 L.n aN- J1-- J N- INTERIOR DETAILS - GENERAL DETAILS PROJECT NO. 19036 VINYL TRANSITION STRIP SHEET CARPETING & PAD X 7/23/2020 EXISTING CONCRETE FLOORING Q w 1- REVISIONS:. # z IL . G"--- -"' Ere 3 LL w i I/ = O 4,- Elo W f. J UZ co $ SECTION W Q ¢ P CZ Zo Li; U 9 VINYL PLANK/SHEET TO CARPET ai 1 r7 c,33 A8 . 6 1 oo 6 p SCALE: 12" = 1'-0" o }. EL- z ga DOLOR SCHEDULE GENERAL NOTES: _ DO DOOR ROOM 1 SIZE I 1 FRAME Ar-44F NUMBER NUMBER ROOMNAMEHARDWARE IDT H G NE L CORE FINISH GLAZING MAT IA FINISH HEAD JAMB SILL COMMENTS illi H HEIGHT THICKNESS SS TYPE MATERIA QR F S ER L EA E A. PROVIDE SAFETY GLAZING(5)AT LOCATIONS ,#, 01A 01 UNIT 4.3 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 61A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR REQUIRED AS FOLLOWS: 1.GLAZ€NG LOCATED 4 • ADJACENT TOA DOOR INA CLOSED POSITION AND 01 B 01 UNIT 4.3 02 2' - 8" 6' - 8" 0' - 1 314" B FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60 • • INCHES ABOVE THE WALKING SURFACE.2. GLAZING PO. ,Q' 60N 02A 02 UNIT 1.1 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR ADJACENT TO STAIRWAYS,LANDINGS AND RAMPS 02B 02 UNIT 1.1 02 2' - 8" 6' - 8" 0' - 1 314" B FG INS PT - WD PT 21A8.31 6/A8.31 10/A8.31 WITHIN n INCHES HORIZONTAL OF WALKING 44 291$ c"' ` SURFACE WHERE THE EXPOSED SURFACE AT THE 03A 03 UNIT 1.1 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR GLASS IS LESS THAN 60"ABOVE THE PLANE OF THE 4.OF 00 03B 03 UNIT 1.1 02 2' - 8" 6' - 8" 0' - 1 3/4" B FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 WALKING SURFACE. 04A 04 UNIT 2.1 01 3' - 0" 6' - 8" 0' - 1 314" A FG INS PT - WD PT 2/A8.31 10/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR B. COORDINATE ROUGH OPENING SIZE WITH DETAILS ' C.) 04B 04 UNIT 2.1 02 2' - 8" 6' - 8" 0' - 1 3/4" B FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 AND DOOR MANUFACTURER'S REQUIREMENTS. - E COORDINATE JAMB WIDTHS WITH FINISH LAYERS Q. 05A 05 UNIT 1.1 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS ST - WD PT 21A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR REQUIRED PER WALL ASSEMBLY FINISHES ca, 05B 05 UNIT 1.1 02 2' - 8" 6' - 8" 0' - 1 3/4" 8 FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 W .; re co 06A 06 UNIT 1.1 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR C. PROVIDE(2) DOOR VIEWERS AT ACCESSIBLE UNIT ENTRY DOORS AS FOLLOWS:(1)AT STANDARD = _ 06B 06 UNIT 1.1 02 2' - 8" 6' - 8" 0' - 1 3/4" B FG INS PT - WD PT 2/A8.31 61A8.31 10/A8.31 HEIGHT,(I)AT WHEELCHAIR ACCESSIBLE HEIGHT I- o 07A 07 UNIT 4.1 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR , ' D. DOORS, HANDLES, PULLS, LATCHES,LOCKS AND 07B 07 UNIT 4.1 02 2' - 8" 6' - 8" 0' - 1 3/4" B FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 OTHER OPERATING DEVICES SHALL BE INSTALLED w0 co 08A 08 UNIT 3.1 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE FINISH FLOOR. = ac:' 088 08 UNIT 31 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 09A 09 UNIT 2.2 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR E. GLAZING IN EXTERIOR ENTRANCE DOORS TO BE C.3 m ce INSULATION AND A U-VALUE 0.77 09B 09 UNIT 2.2 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 < c' 10A 10 UNIT 3.2 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR H 10B 10 UNIT 3.2 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 Ie 11A 11 UNIT 3.2 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR Q - 11B 11 UNIT 3.2 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 = Z 12A 12 UNIT 4.2 01 3' - 0" 6' - 8" 0' - 1 314" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR Z 12B 12 UNIT 4.2 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 0 13A 13 UNIT 3.2 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 61A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR w N 13B 13 UNIT 3.2 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 ,,.J - v 14A 14 UNIT 3.2 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR r` ct c' 14B 14 UNIT 3.2 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 '`Z " 15A 15 UNIT 2.2 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR 0 °° f.) 158 15 UNIT 2.2 02 2' - 8" 5' - 0" 0' - 1 314" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 16A 16 UNIT 3.1 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR Z 168 16 UNIT 3.1 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 21A8.31 6/A8.31 9/A8.31 0 a 17A 17 UNIT 1.4 01 3' - 0" 6' - 8" 0' - 1 314" A FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR P cc 178 17 UNIT 1.4 02 2' - 8" 6 - 8 0 - 1 3/4" B FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 �". �' 18A 18 UNIT 1.3 01 3 - 0 6' - 8" 0' - 1 314 A FG INS PT - WD PT - 2/A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR J Lv 18B 18 UNIT 1.3 02 2' - 8"_ 6' - 8" 0' - 1 3/4" B FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 En 5i 19A 19 UNIT 3.3 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR < 19B 19 UNIT 3.3 02 2' - 8" 5' - 0" 0' - 1 3/4" C FG INS PT - WD PT 2/A8.31 61A8.31 9/A8.31 = CO 20A 20 UNIT 4.1 01 3' - 0" 6' - 8" 0' - 1 314" ' A FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR W LL J 20B 20 UNIT 4.1 02 2' - 8" 6' - 8" 0' - 1 3/4" B FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 W - 21A 21 UNIT 2.1 01 3' - 0" 6' -8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR -rC\I LU 21 B 21 UNIT 2.1 02 2' - 8" 6' - 8" 0' - 1 3/4" B FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 (/ 22A 22 UNIT 1.1 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR g E.- co 22B 22 UNIT 1.1 02 2' - 8" 6' - 8" 0' - 1 3/4" B FG INS PT - WD PT 2/A8.31 6/A8.31 10/A8.31 U) W 23A 23 UNIT 4.2 01 3' - 0" 6' - 8" 0' - 1 314" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR z CxJ a �.. 23B 23 UNIT 4.2 02 2' - 8" 5' - 0" 0' - 1 314" C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 0 T7 ❑ 2 24A 24 UNIT 2.2 01 3' - 0" 6' - 8" 0' - 1 314" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR 1,- ""' 24B 24 UNIT 2.2 02 2' - 8 5 - 0" 0' 1 /4 C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 <r W 25A 25 UNIT 4.2 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR 258 25 UNIT 4.2 02 2' - 8 5 - 0" 0' 1 14 C FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 26A 26 UNIT 1.2 01 3' - 0" 6' - 8" 0' - 1 3/4" A FG INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 INSTALL EXISTING DOOR SIGNAGE ON NEW DOOR < Z 26B 26 UNIT 1.2 02 2' - 8" 5' - 0" 0' - 1 3/4" C FO INS PT - WD PT 2/A8.31 6/A8.31 9/A8.31 LO-1 27A 27 COMMUNITY ROOM 06 6' - 0"6 - 8" 0 - 1 314" E HM INS PT G-1 HM PT 3/A8.31 7/A8.31 10/A8.31 1.. 7 - 29A 29 LAUNDRY 07 3' - 0 6' - 8"" 0' - 1 314" C HM INS PT - G-1 HM PT 31A8.31 7A8.31 10/A8.31 w4, t-- CO 30A 30 OFFICE 07 3' - 0" 7' - 0" 0' - 1 3/4" D WO SC ST G-2 WD ST 3/A8.61 3/A8.61 - W �.,,,; JT". ABBREVIATIONS: •J 5 F FACTORY FINISH FG FIBER GLASS G GLASS DOOR SCHEDULE HC HOLLOW CORE HM HOLLOW METAL IG INSULATED GLASS PROJECT NO. INS INSULATED 1 90 MC MOLDED COMPOSITE MFR BY MANUFACTURER MTL METAL x 7/23/2020 PT . PAINT „ Qa " 6" ,,. (S) SAFETY GLAZING ¢��' i SC SOLID CORELii flREVISIONS:{f1)1, ST STAIN / PREFINISHED CLEAR z � cow -I I •l I F '-1°'�- 1 • �, J V VINYL a ' WD WOOD z g • f li [I ,- • , \• 1/ \\ 7 4 LI-I tf fk\___ :.,i, A „, - „ . N(S) b \ <1-‘ ct ) _ A B C D E c 6-PANEL 12"W x 8"H GLAZING INSULATED (,) 1 - DOOR LOUVER GLAZING Z 6 DOOR TYPES ° �° SCALE: 1/4" = 1-0" EA9101 z1§a WINDOW SCHEDULE GENERAL NOTES: - 1) C DIMENSIONS* DETAIL sr MARK WIDTH HEIGHT OPERATION MATERIAL FINISH GLAZING HEAD JAMB SILL COMMENTS A. SEE EXTERIOR ELEVATIONS FOR WINDOW CONDITIONS. "{ ORIENTATION AND MIRRORED CONDITIONS. �� r r f 1 2 - 2 2 - 3 B. ALL GLAZING INSULATED GLAZING. SEE SPEC 87 0� - 7 0 - 7�r �.___. SECTION 08 53 13-VINYL WINDOWS FOR GLAZING • 0 it A 3 - 0" 5, - 0 1 SINGLE HUNG V WHITE IG 4/A8.31 8/A8.31 12/8.31 TYPES. • ,0' ON B 2' - 6" 5' - 0" SINGLE HUNG _ Q C. WINDOW DIMENSIONS SHOWN ARE TO EXPOSED - B 2' - 8" 5' - 0" SINGLE HUNG V WHITE IG 4/A8.31 8/A8.31 12/8.31 EDGE OF WINDOW FRAME. DIMENSIONS AREVP C 2' - 6" 4' - 0" SINGLE HUNG V WHITE IG 4/A8.31 8/A8.31 12/8.31 APPROXIMATE AND BASED ON FIELD OBSERVATIONS_ FIELD VERIFY ALL WINDOW DIMENSIONS PRIOR TO D 2' - 0" 4' - 0" SINGLE HUNG V WHITE 1G 4/A8.31 8/A8.31 12/8.31 FABRICATION. U E 2' - 6" 3' - 0" SINGLE HUNG V WHITE IG 4/A8.31 8/A8.31 12/8.31 F 2' - 0" 3' - 0" SINGLE HUNG V WHITE IG 4/A8.31 1 8/A8.31 12/8.31 D. EMERGENCY EGRESSTORYIN ABOVESLGRADERING PLANEROOMS BELOW Luc,. THE FOURTH STORY PLANE AT G 5' - 0" 4' - 0" SLIDER V WHITE IG 4/A8.31 8/A8.31 12/8.31 TOWNHOUSES:NET CLEAR OPENING OF 5.7 SF ILlf -: MINIMUM, MINIMUM NET CLEAR OPENING HEIGHT OF Ce al H 5' - 0" 5' - 0" (2) SINGLE HUNG V WHITE IG 4/A8.31 { 8/A8.31 12/8.31 24 INCHES,MINIMUM NET CLEAR OPENING WIDTH OF cc 21 4' - 0" 5' - 0" (2) SINGLE HUNG V WHITE IG 4/A8.31 8/A8.31 12/8.31 GREATER INCHES, BOTTOM44ICOF ES FROM OFLOORNG, NOT THAN 44 INCHES FLOOR,AND F-- ° J! 5' - 0" 4' - 0" (2) SINGLE HUNG V WHITE IG 4/A8.31 8/A8.31 12/8.31 OPENING CONTROLS/LIMITERS SHALL NOT REQUIRE 0 m F r s 41 _ �� USE OF KEY OR TOOL TO OPEN WINDOW FULLY. �, • . WHITE IG 4/A8.31 81A8.31 12/8.31 a tv i . a s s i a = 41.,, i I.IIy ' V■ . e a . w IM !11 'A : - x !AA .4 i- n cs 4 - •} �� - • ' - r I _ WHITE IG 4/A8.31 81A8.31 12/8.31 E. PROVIDE SAFETY GLAZING(S)REQUIRED BY - = ABEYIAT ?I : 1' - 0" (2) SINGLE HUNG V WHITE IG 4/A8.31 8/A8.31 12/8.31 WINDOW SIZE/LOCATION AS INDICATED.OTHER LOCATIONS MAY BE REQUIRED AS FOLLOWS: 0 ' 1.GEAZING LOCATED ADJACENT TO A DOOR IN A IG INSULATED GLAZING CLOSED POSITION AND WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60 INCHES ABOVE THE re 0 < 0 (S) SAFETY GLASS WALKING SURFACE.2.GLAZING ADJACENT TO V VINYL STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 I- (0) OBSCURE INCHES HORIZONTAL OF WALKING SURFACE WHERE0re THE EXPOSED SURFACE AT THE GLASS IS LESS THAN Q o 60"ABOVE THE PLANE OF THE WALKING SURFACE. = n 0 F. CONTRACTOR TO VERIFY WHERE OPERABLE SASHES Z OF WINDOWS ARE TO MEET CLEARANCE c c., REQUIREMENTS AT EXHAUST OUTLETS.OPERABLE O uo SASHES MAY HAVE TO BE ON OPPOSITE SIDES THAN I- al N SHOWN ON THESE DIAGRAMS. W '` N •� 3'-0" •, I, 2'-6" I, 4, 2'-6" /2'-0"4 e ,/ 2'-6" ,� 2'-0'"i 5'-0" / 5'-0" / �� 4'-0" / / 5'-0" �, 3'-0" �� 4'-0" / 3'-0" J )i, G. OPERABLE WINDOW PARTS TO COMPLY WITH ANSI Ce 3 �" EQ f- EQjr___ / EQ EQ /, �, EQ EQ / EQ EQ EQ 4'EQ / EQ EQ �, 'd". A117.1 SECTION 1003.9 AND ASTM F 2090 AT a (,, '� '� 1 '� r, I I // ( WINDOWS IN COMMON AREAS AND TYPE'A'UNITS , , o \ "�c- `. `► • N \ \ \ __ `► \ '�. \ '• -- - �' 1` �• \ `r. \ N. _ '� \ _ _ \ \ _ __ __ �- V co �n • _ " ---� ---� r o a Q =�Ao `��tp P R 0f f'�f/© A �V -4GINEE 4. i. al �mI r c p' 0 80519 GENERAL STRUCTURAL NATES: .Rax 4-- . SPECIAL INSPECTION PROGRAM f- . ORE N ,� g' CODE REQUIREMENTS: CONCRETE ACCESSORIES: ur o! 4 z 1. %° VIA CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2019 OREGON STRUCTURAL CONCRETE EPDXY/ADHESIVE ANCHORS SHALL BE INSTALLED WITH"SIMPSON SET-XP""HILTI HIT-HY 200"(OR ESTABLISHED PER 241L31BC AS AMENDED BY THE 2019 OSSC SECTION 11 Q & CHAPTER 17 w F� 1� SPECIALTY CODE, REFERENCED HEREAFTER AS IBC. ENGINEER APPROVED EQUIVALENT) INSTALLED PER MANUFACTURERS GUIDELINES AND CURRENT ESR REPORT, ITT ICONTINUOUSI SIG I COMMENTSLi- L [Z bili DI' AND SHALL MEET THE FOLLOWING CRITERIA: 0- 5 DESIGN CRITERIA: GENERAL STRUCTURAL INSPECTIONS ASf GIUIREDBYSBCTION 110 0- i 1 EXPIRES: 06-30-21 I DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD A.ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE FOOTING AND FOUNDATION RBNFOR09'1 NT BY BUILDING OFFICIAL IY z LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE WOOD FRAMING BY BUILDING OFFICIAL - PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. FINAL INSPECTION BY BUILDING OFFICIAL 2 • 0 E FLOOR LIVE LOAD: 100 PSF B.AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-11 SECTION D.2.2,ADHESIVE 60 to 0 ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. STS U • !v C) ALLOWABLE SOIL BEARING PRESSURE:2,500 PSF(BASED ON ORIGINAL DESIGN DRAWINGS). C.WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-11, INACCORDANCE WITH OSSC 170.2 ANDQUA t IT�f ASSURANCE INSPECTION REUI HRBAB�ITS OF AEC 360 iL` } SECTION D.9.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD 0% ` EXISTING COND TIO S: ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER(AAI)AS CERTIFIED THROUGH MAMMA LVB F1CATONOFSiRUCTURAL X A1SC380,SECTIONM5.5ANDAF LICABLE W THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE ACI AND IN ACCORDANCE WITH ACI 318-11, SECTION D.9.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE STS ASTM STANDAR oe a c CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON SUBMIT I ED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NOTE:THE CCMPLIANCEOF w ELL PRA IMtEJOINTS TO = Q THE DRAWINGS PRIOR TO THE START OF THE WORK. STATE OF OREGON DOES NOT CURRENTLY REQUIRE ADHERENCE TO ACI 318-11,SECTION D.9.2.2. CONSTRUCTION DOCUMENT DETAILS X IN V C TEMPORARY CONDITIONS: NON-SHRINK GROUT SHALL BE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE,CEMENT, WELDING:STRUCTURAL STEEL 111 a U THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING WATER REDUCING AND PLASTICIZING AGENTS;CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTHMATERIAL VERFICATION - STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN OF 2,200 PSI IN 48 HOURS AND 6,000 PSI IN 28 DAYS. GROUT SHALL BE MIXED AND APPLIED IN STRICT MATERIALS OF WII D FILLERX A ISC 380,SECTION A3.5,AWS A5 DOcLJ U TS DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. _ 0 SINGLE PASS FILLETS s 5116" X Ak a SUBMITTALS: METALS: 1, SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND ALL MISCELLANEOUS STEEL:ASTM A36(Fy=36,000 PSI),OR AS NOTED ASTM A572(Fy=50 KSI). CONCRETE 0 CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: SQUARE AND RECTANGULAR HSS:ASTM A500,GRADE"C"(Fy=50,000 PSI). 6;OXY OR ADHESIVE ANCHOR PLACIEIT I x 1 CONTINUOUSWHERE INDICATED ON DRAWINGS THREADED RODS: ASTM A36 UNLESS NOTED OTHERWISE. STRUCTURAL STEEL WELDING:PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS. DEFINITIONS: Imo ALL STEEL TO HAVE SHOP COAT. A. CONTINUOUS INSPECTION NEA NS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL IF THE SHOP DRAWINGS DIFFER FROM,OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BE ALL EXPOSED STEEL.BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO BACKFILLING. TIMES OBSERVING 11-E WORK REQUIRING SPECLAL INSPECTION. Ilit3 CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED PER ASTM 123 FOR STRUCTURAL STEEL AND B. PERIODIC INSPECTION MEANS THAT THE SPE AL INSPECTORS ON SITE AT TIME = D ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. ASTM 153 FOR BOLTS AND HARDWARE. FABRICATION OF STEEL THAT IS TO BE HOT DIP GALVANIZED SHALL ALSO INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION MEET ASTM A385. REPAIR OF DAMAGED GALVANIZED COATING SHALL BE MADE WITH PRODUCTS MEETING ASTM SIN CONFORMANCE VVM-I APPROVED PERMIT BANS AND SPECIFICATIONS. Z 04 DESIGN DRAWINGS, SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT A780 AND AS A MINIMUM SHALL BE 50%GREATER IN THICKNESS THAN THE SURROUNDING GALVANIZING. 0 - ,r, ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN - c' a THE STATE OF OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD PRIOR TO DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"MSC SPECIFICATION FOR W r (4 FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE IBC. STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN J 1.11 BUILDING CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWSin N PROVIDE THE SUBMITTALS DIGITALLY(PDF FORMAT)TO THE ENGINEER FOR REVIEW. NECESSARY CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS II% n es CORRECTIONS/COMMENTS WILL BE NOTED AND RETURNED. SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. a I, to O ilid alto NON-STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL, MECHANICAL, SPRINKLER,AND FIRE CARPENTRY: ALARMS SHALL BE PER THE PROGRAM OUTLINED ON THE ARCHITECTURAL DRAWINGS. SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION EARTHWORK: GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19%AT TIME OF FABRICATION AND DRIED PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAUSES,THOROUGHLY BRACE OR TO A MAXIMUM OF 15% BEFORE INSTALLATION OF GYP. BOARD AND OF BRICK VENEER AND VERIFIED BY THE OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION. TAKE ALL GENERAL CONTRACTOR. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE J Cr) NECESSARY PRECAUTIONS TO PREVENT DISTURBANCE OF AND TO PROPERLY DRAIN THE AREAS UPON WHICH TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. GRADES SHALL BE AS FOLLOWS UNLESS NOTED WCV CONCRETE IS TO BE POURED. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO OTHERWISE ON THE PLANS: - PREVENT SOFTENING OF THE BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND RAINWATER TO TEMPORARY DRAINAGE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR FRAMING ELEMENT SPECIES&GRADE 0 o THIS STRUCTURE. ENSURE THAT THE WATERING OPERATIONS WILL NOT ADVERSELY AFFECT FOUNDATIONS. MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE WORK IN A POSTS AND BEAMS 4x OR SMALLER D.F.#2 OR BETTER PROPER WORKMANLIKE MANNER. REMOVE LOOSE OR DISTURBED SOIL FROM THE BOTTOMS OF EXCAVATION. llin, 0 FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED STRUCTURAL FILL. WALL STUDS D.F.#2 OR BETTER ❑ WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, OVER BLOCKING D.F. STANDARD OR BETTERno LI- EXCAVATE AND BACKFILL WITH 3/4"MINUS CRUSHED ROCK COMPACTED TO MINIMUM OF 95%OF THE DRY DENSITY AS MEASURED BY AASHTO T180. AT DISTURBED AREAS WITHIN 3'-0"OF BUILDING FOUNDATIONS FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE 0 COMPACT TO MINIMUM 95%OF THE DRY DENSITY AS MEASURED BY AASHTO T180. COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND = -- W ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. a F CAST-IN-PLACE CONCRETE: HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALLu) ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE BE COMMON NAILS. NO BOX NAILS ALLOWED. DO NOT INSTALL 0.148"0 x 1 1/2"NAILS IN HANGERS UNLESS ❑ ❑ CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SPECIFICALLY NOTED ON THE PLANS& DETAILS. NAIL CALLOUTS SHALL BE INTERPRETED AS FOLLOWS: Z fr MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 0 < m SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE NAIL CALLOUT DIAMETER LENGTH I... AMOUNT OF ENTRAINED AIR SHALL BE 5%-7%BY VOLUME. FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL 8d COMMON 0.131" 2 1/2" (.9 W I— BE LIMITED TO A 15%MAXIMUM BY CEMENT WEIGHT. 10d COMMON 0.148" 3" --r• 16d COMMON 0.162" 31/2" Z Z CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE SHALL BE AS FOLLOWS: 16d SINKER 0.148" 31/4" SHEARWALL NAILS 0.148" 2 1/2" = O IX FOOTINGS:ft=3,000 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=470 LBS) U) m ALL MULTIPLE STUD OR SOLID POST POINT LOAD SUPPORTS TO EXTEND THROUGH ALL FRAMING BELOW TO SOLID < _j W LANDING AND TOPPING SLABS:ft=4,500 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=517LBS) BEARING AT FOUNDATION OR CARRYING GIRDER. PROVIDE FULL BEARING WITHIN JOIST SPACE AS REQUIRED. -..1 k5 ABSOLUTE WATER/CEMENT RATIO BY WEIGHT: MECHANICAL: I'• in THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, Q i J fc=3000 PSI(0.54 NON-AIR ENTRAINED,0.46 AIR ENTRAINED) PLUMBING, FIRE SPRINKLER, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL WTO re.4,500 PSI(0.50 NON-AIR ENTRAINED,0.45 AIR ENTRAINED) ASSOCIATION(SMACNA),OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS,SHALL BE CD 0 DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE OF < t•-- HOT HOT AND COLD WEATHER REQUIREMENTS FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318. OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. J In CONCRETE REINFORCING STEEL: FLASHING AND WATERPROOFING: ; ,„1-- REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 FOR DEFORMED BARS, UNLESS OTHERWISE ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL TO BE HOT DIP GALVANIZED SHALL CONFORM TO ASTM 767. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. INSPECTION: SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1704 OF THE IBC AND APPLICABLE SECTIONS OF THE REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACL 315 LATEST EDITION(„DETAILS AND PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING DETAILING CONCRETE REINFORCEMENT"). LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS INDICATED IN THE SPECIAL INSPECTION PROGRAM. GENERAL UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM NOT STRUCTURAL NOTES COMPLYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY NO.6 AND SMALLER WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE FOR to=3,000 PSI-LAP SPLICE LENGTH= 58 BAR DIAMETERS. ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT. TMR PROJ NO. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: 20162 z CONDITION: MINIMUM COVER: o 5.15.2020 m CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" W a i- 7 0 x w 0 ❑ ❑ 0 cc a w 1- 0 0 z 0 ow w I 1- 0 w F- I 0 a 1- cc cc a I z O 1- w J cc o N o Sr s1 . 00 0 0a O U Q 0 F A.1 A.2 A.3 A.4 A. A.� A. A.S A.9 ill BUILDING .A. - g ��oI�af��.r SECOND FLOOR FRAMING PLAN KEYNOTES: �,t 1°9 1 i i 1 , 1 1 1 f f I I I f I 1 3 8x519 1. NEW 3 YJ MAX. DEPTH CONCRETE TOPPING SLAB WITH 6x6 W4xW4 WWM. o / I I 1 N I i I f I %,1.2,= I- "L�7_"`�"__ I I I I I I I I I I PRIOR TO POURING NEW TOPPING SLAB OTHERWISE REPLACE WITH 3/4"T&G • ORE N # I 1 I I PLYWOOD OR OSB SHEATHING ATTACHED WITH GLUE AND 0.131"0 x2 Y2"RING ��- A 2o�w ,' 1 I I I I I 1 1 SHANK NAILS @ 6"0/C EDGES AND 1'-0"0/C FIELD. co {e JU A.A ---------.-. -r C- -HI I- IF---- � ---n r.-I--7 �� E I �� r_ jI f 1 171.: 7 7-- ( F�W}�Rt}'(` r__ 1 •-=', k I• i II 1-1-1 �. I 1 US 2. EXISTING 6x10 TO REMAIN. Q - 11 f r �.., ... _- �— I ---� i� ' 1I �F` 1 II Q- w EXPIRES: 06-30-21 I I I I If II I II 3. EXISTING 6x8 TO REMAIN UNLESS FOUND TO HAVE DECAY. THEN REPLACE a. 2 —1 A.B r F r� 1 I i--�i r-,- II II I Fit-=rt i- . , WITH NEW P.T.6x8. P C� �- -- I € II 11 II 1 a---7 1- - al 1 I II 11 I I 1 11n 4. NEW STEEL STAIRS PER SHEET S3.01. 1 z E I I 1 �� I - I I .ILS I I i I €L 11 �- c. c 0 1 CM --- ir - � ---I i 1€ II • I __-_ ,- - —_ _ I 7 iJ 5. CONTRACTOR TO VERIFY EXISTING POST BASE IS IN GOOD CONDMON PRIOR 'a. a. II tii: i,, i , • ,, , ---� i �' LI, J TO POURING NEW TOPPING SLAB,OTHERWISE REPLACE WITH NEW P.T. 6x6 o. �- 51IIII}i{} J I� II I II I� =_o -===. 5 �I l II !� �I 7 --I II POST. fW ` _ r-'—`JF' ---—J I 3 I I I =_-JJ �__- ---�i LI- -—- -_ J L- ---� ---- 5'1 -: 7 ,, I I Il - I __ _ -_ ---bri II . - I ,, 6. 3"PRECAST CONCRETE LANDING PER 11/S3.01. 0 _ I'-_- _ -7 1I - � Imo - -- INI I � - I .. I I €I 1 1L===- : --- 9 ' 1 II t, - --�1 i 11 NOTES: c - ,, I II I _ `� I l i - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT o II I r I r I I J n �' n n n r - 7 - I I . n SHOWN ARE PER APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES - - _II_ _4 , A I I I I _� I II ____.__ _-. J II WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. = 0 ==- CC w.-- 11 - - _, - I _ -di — — • - 4IIIL ea oe ig-- - e I1 , L r ! .a I' a i. ! s 1 ` II 1I I • II 0 ! €� !--..)ri 1IE 11 1- Z. .--- '- m_n_ ! _ --=� I II , 'i_„, 4 r , 7----sl-E-741) t; L N u_w @-__----_-__ ; O I -- - ria ° ! l --i..�rt;� �'..._ n I - - -" n I \ r r __,. ,-- '� MMI lY 11 ill el lir I El i_. r-L— I ail._ ——1 I I 1 0 I _r-11 0 in II 0 10 I 1 0 I 11 II rr---,-- __,, ' 0 (5_ .,..1 0 o Cil 1 Ili co inQ 0 � 3 3 _ S3,01 © • 0 © 3 TYP. 3 as 3 TYP. 3 3 0 O —, 0 1 . IA -� (OPP. HAND) 71-1L, .. (±) _. .,„ III -,M 0 0w C4 Q /6 a NORTH BLDG. 'A' tv,2 Et 2 ° 2' 4' a, SECOND FLOOR FRAMING PLAN ❑ 52.01 SCALE: 1/s° = i' a' ■ W CL's BUILDING IA- - _ F- FOUNDATION PLAN KEYNOTES: � a F- UJ A.1 A.2 A.3 A.4 A. A•6 A.7 A.8 A.9 A o 1. EXISTING 1'-6"0 x1'-6"DEEP FOOTING TO REMAIN. ^Z Ce i I 1 1 ! 0 I 1 I 1 1 < CO I 1 I ! I I I ( I I 2. HSS 3x3x3/16 POST BELOW STAIR STRINGERS. I— 1 1 1 1 1 I 1 1 1 1 3. NEW 2-0WIDE x 1'-6"DEEP FOOTING BELOW STAIR STRINGERS. 0 W ' " I I 1 I 1 1 I I 1 1 Z -I I I I I I I 1 I I I -■ II I I I I I I I 4. NEW STEEL STAIRS PER SHEET S3.01. A.A --------- -1_=_., ----,. ....._....;-,.= :�-_ f • 1"" . . :� i r-. —r---- _r • = _ 1 J - • _ �—L— —,° ,__�_F-_—9- � . NOTESCO cc) UJ : - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT 5 CL J ( if A.B SHOWN ARE PER APPROVED ARCM_DWGS. RESOLVE ANY DISCREPANCIES C� 7 E' 1 . o -; _,i WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. I w D , r- ,, • il i . = , _....._ ir ri I• . .......... 1 .3 I .t, : or . „ jL Sin n n __P Q f ,, 1 .1 H P4 6 h I=0 I EU U I2 0 71 L - '---- I II L n 111 7 0 P __ i BUILDING 'A' LXILI II FOUNDATION AND SECOND FLOOR FRAMING PLAN 4, TMR PROJ NO. 20162 ■ I C L W .3 L� L ■ , 0' __---- - = . 1 -—. - i c-� ' _—. . 5.15.2020 CC ir L r-1: .__ Jr .71___, [ t.... ,N 4 L [......___ i___ ___ A.E -- T iII'L -- �I - - CC f W 1 i - .�_ ...�,.� I - MI ` 2 1 killi . �� ill di! trld n y 0 <..) 1o ff 0 qi /.4k. "^",...„..., Ink, 1o o tf0. 0 (- 43 _-- -00 ,- - -Wi-. V6 0o .,.-,,..... o o 3 1 a ..i,•i, 141) 0 1 it 1 1 z !th: NORTH _ BLDG. 'A' rcO�IrIDATION PLANi z 4 ��01ALE.�, Fe C O N a c, .01)PR0ifs! BUILDING 'B' - BUILDING 'B' - i;i g ��' oc,YNE4 i°4 FOUNDATION PLAN KEYNOTES: SECOND FLOOR FRAMING PLAN KEYNOTES: 7 .o ei 8o519 �gmv 1. EXISTING 1`-6"f x1'-6"DEEP FOOTING TO REMAIN. 1. NEW 3 Y2"MAX. DEPTH CONCRETE TOPPING SLAB WITH 6x6 W4xW4 WVVM. 7r ORE x � �4r NOTE:CONTRACTOR TO VERIFY EXISTING SHEATHING IS IN GOOD CONDITION co ! 4 k z i 2.° ' 2. HSS 3x3x346 POST BELOW STAIR STRINGERS. PRIOR TO POURING NEW TOPPING SLAB OTHERWISE REPLACE WITH 3/4"T&G � �F44 41ARD -J ,44 PLYWOOD OR OSB SHEATHING ATTACHED WITH GLUE AND 0.13113 x2 112"RING W g 3. NEW 2'-0"WIDE x V-6"DEEP FOOTING BELOW STAIR STRINGERS. SHANK NAILS c 6110/C EDGES AND 1'-t3"0/C FIELD. a_ F i EXPIRES_ 06-30-21 I 4. NEW STEEL STAIRS PER SHEET S3.01. 2. EXISTING 6x10 TO REMAIN. EL z 5. NEW 1'-6"@ xV-6 DEEP CONCRETE FOOTING PER 12/53.01. 3. EXISTING 6x8 TO REMAIN UNLESS FOUND TO HAVE DECAY_ THEN REPLACE u5, . yrs E WITH NEW P.T.6x8. \millI- a 0 o g NOTES: (..) �` E � V j 4. NEW STEEL STAIRS PER SHEET 53.01. a. ^ - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT °! v SHOWN ARE PER APPROVED ARCHL DWGS. RESOLVE ANY DISCREPANCIES 5. CONTRACTOR TO VERIFY EXISTING POST BASE IS IN GOOD CONDITION, II111 — s - WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. OTHERWISE REPLACE WITH NEW P.T.6x6 POST. Lig o C o 6. 3"PRECAST CONCRETE LANDING PER 11153.01. IN 13 m NOTES: _00 0 - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT — ` 3 SHOWN ARE PER APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES = © 3 • WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. C a gig 0 AC 0 cv h+ 4C m _ 0 L 0 - "in II— o N ILIC, ag c U ao "� o 2 B.1 B.2 B.3 B.4 B.5 B. ') B.2 B.3 B.4 B.5 _1 co CV i Iin M1 I O C) i i i I r I I I I 1 i 1,1„1 f I . 1 I . I . I i t i t I I I I I _ . i f� pp AA l f GT.!'t -_ —___—_— ---_—_ - 7:21_.: 1� f J ___ __ _ .-__. H ' 1 li i, 9 TIP' w L, I I 53.01 / � I L Cr Q (1 r-1 0 I L1 1 * MI H _ - -- 1 3 I� W L� _ _ 0,1 p � � - '� C— E 0 CO CO 1 i WO .� A o "; �_ It B,B _S, ° --1 I- _ 5 ! 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BEf 0 3` 4` $` 0 2' 4' $` uu< 1 FOUNDATION PLAN I„�� 2 SECOND FLOOR FRAMING PLAN 52.02 SCALE: 1/$" _ i o" ■ X2.02 scALE: 108° _ '-> � ■ S2 . 02 B hhettp PROF 814 , ,,,,*1N44,S/0 f Fs j 80519 L . ORE N �. �, a A( . 'r p1 Alw 21. 2 %.13 fll > i ' 6/41A RD*St. CL 0 (= FDI I EXPIRES: 06-30-21 I VII F- § 000 i " Q, o W , L LI'riG c = O I. 0 "%orc — W 0 0 4- . IIMMI '- = O X 0 a3 ILS ' ri BUILDING 'C' - ' - at FOUNDATION PLAN KEYNOTES:- BUILDING C SECOND FLOOR FRAMING PLAN KEYNOTES: 4,4c° _ ' 8 1. EXISTING 1'-6"0 x1'-6"DEEP FOOTING TO REMAIN. 1. NEW 3 Y2"MAX. DEPTH CONCRETE TOPPING SLAB WITH 6x6 W4xW4 WWM. Z n NOTE: CONTRACTOR TO VERIFY EXISTING SHEATHING IS IN GOOD CONDITION4- 2. HSS 3x3x/s POST BELOW STAIR STRINGERS. PRIOR TO POURING NEW TOPPING SLAB OTHERWISE REPLACE WITH%'T&G a ° N 3. NEW 2'-0"WIDE x 1'-6'" DEEP FOOTING BELOW STAIR STRINGERS. PLYWOOD OR OSB SHEATHING ATTACHED WITH GLUE AND 0.131"I?1 x2 Y2"RING IIS SHANK NAILS @ if'0/C EDGES AND 1'-Q"0/C FIELD. J 4. NEW STEEL STAIRS PER SHEET 83.01. zA 2. EXISTING 6x10 TO REMAIN. 4C s as NOTES: co3. EXISTING 6x8 TO REMAIN UNLESS FOUND TO HAVE DECAY,THEN REPLACE WITH V (t) to NEW P.T.6x8. VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES 4. NEW STEEL STAIRS PER SHEET S3.01_ WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. 5. CONTRACTOR TO VERIFY EXISTING POST BASE IS IN GOOD CONDITION, OTHERWISE REPLACE WITH NEW P.T.6x6 POST. 6, 3"PRECAST CONCRETE LANDING PER 11/83.01. W N NOTES: 0 c 2 of - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. I� I- _ c ' CO U) d Z Cr p 0 < m I— ZJ u) aoc W QJ � i- Q• • • < W t t 0 (1) I I Q N. I I I I ILMI I t ! ( J 140 r- i 1 I I .5. t-- TMP (OPP. HAND) 0 [ I ; 111 c BUILDING 'C' - 1 FOUNDATION, SECOND _ IF 1.1. L ___ FLOOR FRAMING, AND __� _ ..� Qr ROOF FRAMING PLAN 0 .✓ 1 i---- '- - TMR PROJ NO. C.B ------ ----------------- �— n , . ".." C.B -- - -----_-___--_----_ '---w-------.7-----7- _- ---��=- �,_r-=�= '- " -__ 20162 �... 1, fl � F � a 1 u II I 1 za _ 1 _ -1- !C::) Il IL I N © 1 Mec 5.15.2020 i il II I I I 0 , 0 = II I r � � 1 IL, ...-r rl J _� I 1 ,� ti i 1.. --i I 1 I11 n woi IT1 _ � II 11 1 , M -_,L,, l___' I s (I (3 _ . .. . . T.—. L ___________ .___ — re I1 I ,M z „ __. -j ui Se U a n F rY Q 2 Z O NORTH BLDG. 'C' NORTH BLDG. 'C' ce a S2 . 03� 2` .it' $' 43 2' 4' $' FOUNDATION PLAN .■■,,., 2 pcALEEC: 1/08u =r, FLOOD FRAMING PLAN ■,52,43 scALE; 1/8" _ a' 52.03 a Q C3 I}i! -, $0519 • Oh � QRE IV � �„ 14 41, ti Ll I ! ee Z 1, $ 4, "QW`#RD ,1(:4 CL w I EXPIRES: 06-30-21 I pC 2 z . +n E IV E'-' 6 0 " 4 • (4 u a* - o q c = Q W Cf 0 0 — 6. 3 = Q O a3 QC • 0 IF— Ot 4 m = D CQmIV umrt BUILDING p4- 0 FOUNDATION PLAN KEYNOTES: IE- ° " WI 0, 1. NEW OPENING PER DETAIL 1 O/S3.01 FOR PTHP PER ARCH. Clig " 0 NOTES: CO 0 Ur CO 40 - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER APPROVED ARCH`L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. ..J of, 0 o LU 0 ilia• Q 4 0 -- a Mt....._ Lv Z C Q O < 03 > "`" Z• J CO ccL o 1.1.1 D.2 4ict —, 45 i i — <i i < T ! i i UJ ! 1 tD ci) in 1. iwil 5 ri.8 14 .1 N-- li f! COMMUNITY BUILDING 4 FOUNDATION AND ROOF FRAMING PLANS C TMR PROJ NO. 20162 z 0 Ui 5.15.2020 w o2 0 U Q 0 iz IP . ------__ ----- _ B -- 0 8 Du.' W W H i U - 1- i z NORTH COMMUNITY BUILDING U U FOUNDATION PLAN j z 4' 8' I. I 52.04 00 a.>" 32 . 04U v 0 COLUMN . 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ON FOOTING 0/C MAX. --� ' 1 1 STRINGER PRECAST I I / I 1 LANDING I STRINGER TYPE 1' CD I TREADS PER > CONC.TOPPING I 0 ix H.D.G.THREADED I .7----- 1 PER PLAN II TYP- l PER PLAN I ARCH. // 1 / 114 i PER PLAN /CAP PL. RODS WI SIMPSON CUT(E) POST BASE H'1` ` SECTION / CONTINUOUS J_1, -�- I \TO HSS `**" A HSS STEEL I I PRE-CAST i �""' 'SET XP'EPDXY PRE-CAST I 1 1 TREAD PER a ; (9 Lv SLUSH E CONC. I TREAD PER `I 1 I l-0-- GUARD RAIL / _ a Ma �` L 1 HSS STRINGER 4 SURFACE 1 / STRINGER ! ! o • ! ARCH. i` .( ARCH. DRAWINGS 1 1 1 1 PER DETAIL _ _ _ ESI • - A I I I I 4183.01 //� j,.- I PER PLAN -+.^" -�- 11t Eil l . -. ,,- ,'F PER PLAN .� p2HSS STAIR I I 2'2 O ...,,,,,Ki. l , i ,/� ,-/ z\.....<7 „, ,,.. „,,,„„...,iSTRINGERIL �-- _ M1 1 I ° 4 - PRE-CAST TREAD 1� W \ /\/\/\ �� HSS 4 q I ,/j�/j�/, ,, / //\/j�/j,/ PER PLAN 1. STRINGER I ° ' I "� `\ \ \ \, ( • • • • a • PL.Yax3 Y2x0-5"Wl ir ,,.I ��/% /%/� ( �s) J PER PLAN 1 { 1 I V 1 FLOOR JOISTS PER ARCH. � \�/ HSS 12x3x3/ _ . �,. -IP" ' TYP.\ (2)H.D.G. /e'@ THRU � 7 ,/, L 2x2xY4 TREAD '- 7' ANGLE HEADER 114 r) BOLTS _1 PER PLAN rib /STRINGER ❑ SUPPORT ANGLE Y4"CAP "ii. �' PER PLAN (E)BEAM 40 Y4 CAP PL. 114 \Td ANGLE Y / PLATE - __. __ ANGLE LANDING RELIEVE CORNER 5 �� <HSS TO SUPPORT HEADER, CAP PL.TO\ • 1/4 AT STL_ANGLE FOR B W 3/16 HSS POST I I PLAN HSS POST/ 114 -.1/\/1-\._ RADIUS OF ANGLE CD PER PLAN --*r-I I /STRINGER - L 2x2x3/o�cfl"-8" - HSS COLUMN Ya"CAP PLATIN < N. __41/.., _�I 1I \To CAP PL_ SUPPORT ANGLE, (E)2x4 STUDS WALL CL. V- ,/ SEE 11183.01 FOR PER PLAN WI GYP. 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(BELOW) //\� ,Ni a .'..\ \\� '' ( ) 6` 4x6 Q.F.#2 8" J L 2X2x3'axQ'-8" ° I :`,/�� IA 1" CLIPS EACH END TIESW/Y2'0 x5"H.D.G. in 4" , / r a-o-i r Q ---1,-4---11-------1 LANDING 1'-$" #3 CLOSED FULLY THREADED LAG o , OF SLK G. - _1 _ L _ SUPPORT MIN. TIES TOP AND SCREW 4'-Q'"OIC (- ATTACH EDGES OF (E) r __ �__ -___ .-__�_ ANGLE e e BOTTOM 2 1 k P.T.6x8 BLK'G. BIT.JOISTS '' SHTG. TO (N)FRAMING - -----. (E)OR(N)UPSIDE r" CENTERED BELOW GUARD .F W/0.131" x23/2"NAILS 8" 1, " - a (4)#4 VERT. DOWN SIMPSON RAILPOS " @ 6 ole / HSS 12x3x3/e a BARS _ 'LUS28'HANGER ) PLAN 4'-0" MAX. Jr . PROVIDE INSERT a FOR a"fly H.D.G. BOLT CL. s GUARD RAIL AT DECK 9 GUARD RAIL AT DECK 10 NEW OPENING ii INTERMEDIATE LANDING PLAN 12 FOOTING DETAIL 53.01 20162-08 SCALE: 1"= 1'-Q" 53.{}1 20162 10 SCALE: 1"= 1"-Q" 53.01 20162-0 ", , c� SCALE: 1"-1'-Q 53.01 20 62-11 SCALE: 1"= 9'-Q"' S3.01 20162-12 "- „ i ■ SCALE: 1 - 1'-0 0 0