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Plans (2) • END OF NEW FENCE.MATCH TO(EX)GOOD CONCRETE BLOCK STEPS, GRAVEL PAVING TYPE I NEIGHBOR FENCE AT WEST EDGE OF PROPERTY, (E) UTILITY TO REMAIN LEGEND 6"X 12"X 16"MANORSTONE 204 SF PAINT TO MATCH BY MUTUAL MATERIALS,TO MATCH RETAINING WALL � P •• , e EXISTING CONCRETE PAVING TO :. .: 'MATIAN SENSOR LIGHT. . I' - - REMAIN MITER AND REINFORCE CONCRETE BLOCKS AT ° - I • CONC.PATIO,SAND FINISHED WI ANGLES,TYP. ° - W^HMT.-4 P ry s:. a SCORELINES EVERY 4'O.C.BOTH WA ` "•Y _ a . CONCRETE BLOCK i""t f ` ° •° ° a GRAVEL PAVING TYPE I:1/4" RETAINING WALL, y,�1 : p f; _ P A MINUS WITH 1/4"-10 TOPPING, SEE LEGENDAger 6t. '-4" \ VERIFY FINISH GRADE IN FIELD " I`�t �•+� e° ° a ° . �•�• 3"DEPTH END OF NEW FENCE.MATCH , 1,_0, TO ACHIEVE AS LEVEL A LAWN a) V t� q n q n °. ° • ° •g° • °° TO(EX)GOOD NEIGHBOR p.A AS POSSIBLE MAY I S 2 20 _ / - .`°' a, • ° GRAVEL PAVING TYPE II:1"RIVER FENCE AT WEST EDGE OF ^ • i, ° •• ' ° ° 0 ROCK,4"DEPTH PROPERTY,PAINT TO MATCH f, b \ ,"� i 'Y �"1 Ira ��¢ 6 °v °° ° LAWN LAWN M' it y . ay,.IJI°^1(a'Fi I ° , INTERSECTION OF NEW f IIv �, •' 80. _ 1I_, -. ,°♦° FENCE AT(E)FENCE TO 3 GRAVEL 1i 1"--dA;r r4 NEW NATURAL STONE WALL REMAIN - I Y .PAVING TYPE II • EXISTING CONCRETE BLOCK + LIABILITY '• 1 1 1 RETAINING WALL TO REMAIN BUILD UP(E)CONCRETE -- •+� ° ° ° ° ° " BLOCKRETAININGWALLTO -.j>• LIGHTING:LED ROPE LIGHT FASTENED The City of Tigard and its - °° ° ° ° ° a • CONCRETE BLOCK RETAINING WALL: MATCH(E) - TO TOP SIDE OF PERIMETER BEAMS OF Y °a ° °ONCRETE °•° ° ° `°a - ° MANORSTONE FLAT FACE BLOCKS BI - P.A. • OVERHEAD STRUCTURE employees shall not be ( ' VEW Y .. ° . a ' ° a A �7 MUTUAL MATERIALS (6"X12"X16") COLOR:NATURAL - 5-0"0 FINISH GRADE TO BE 4"-6" responsible for discrepancies TO REMAIN ° a a —1 I' STEP OFF PATIO ALL SIDES a - ° ° f a EXTENTSOFNEWCONCRETEBLOCK which may appear herein. ° °°. ..° ° Q� STEEL LANDSCAPE - - - ° ° °- ///jy/a/// ON TOP OF EXISTING CONCRETE EDGE,TYP. SECOND FLOOR BAY EXTRUDED a ° ° ✓� BLOCK WALL(SEE SPEC ABOVE) APPROX.18"FROM FIRST FLOOR - V FILL IN GAP BETWEEN WALL--►. - ,20'-0" FACE OF BLDG WALL,V.I.F. a °°a e ° °, ° STEEL EDGE AND FENCE(METHOD T.B.D.) . ° ° a,. i 19-6 2 IN GAP BETWEEN PATI S ° a ° ° �C/ P.A. PLANTING AREA ` approx 1$-0" P.A. I COVER AND EXTRUDED BAY RESIDENCE ; - (E) CONCRETE STEPS AIJD ° ° ° a • . W L a PORCH TO REMAIN • ° - ° II 4� ° WATER FEATURE, ° - o ' 1 5"MIN GAP BETWEEN POST CO O SELECT AND CONFIRM W/OWNER - �N_ 1_�-I AND STAIR ° ' 'a BEFORE INSTALLING _ --- - - --- - PATIO COVER POST,TY". - . `� .� OUTSIDE DE EDGE OFISND WITH ° °9 r I EDGE OEED IRALIG OF SWIDER TRIM Approved plant 4 WOOD FRAME PATIO COVER •., } GLASS SLIDING DOOR shalt be on job site. i OVERHEAD,SEE STRUCTURAL °° a° ° ' 1 �E COPY 6'-6" .� % I CONCRETE LANDING TO MATCH • ° / % n oD 1 PATIO LOWER THAN DOOR SILL• / 0 SETBACK TO PATIO COVER EAV ��. b'-8 °a - �v., i �. 3CONCRETE STEPS TO MATCH I PATIO,RUN TO BE ESTABLISHED P.A. . SETBACK TO PATIO COVER POST 2 _ r "' i d' oo P. �IAl ONCE RISE IS DETERMINED, . ° TT Q VERIFY WITH °III• °x CITY 1 iG R.a f STEEL EDGE,IYP. ,Sri° I 2"MIN GAP BETWEEN PATI• EXTEND STONE WALL L�`..r,', G+ - - •: y I OVER AND BLDG WALL . TO SOLVE GRADING , ' i.Nv .D FOR OD IF. (,(.1 r1 I'. NCR 3"DEEP GRAVEL PAVING TYPE II, "1-: • m 1 PROBLEM °° - EXTEND 1'PAST ROOFLINE ON 1'-6" ":- 2."' EITHER END - °si 1 5'0" FENCE/GATE P.A. G, g7Yen�_..,,,�l1• r l ,.. I YINkTYP.a /. OTC: I I (466)SF 4"CONCRETE PATIO, • /p: N., _•- 1' SAND FISNISHED,SCORELINES -- - --L P.A--O PA. / _ i EVERY 4'O.C.BOTH WAYS q '•� fj- M1. 4 1 ci permit#: �S, (_O�— C 0 20 2 1 f o _ I • (�) UTILITIES— GRAVEL �� / I; Address: '�j'L� 6W �.2G� ' EXTEND GRAVEL TROUGH /J � : TO REMAIN PAVING TYPE® ': — Suite STEEL EDGE ALIGN EDGE OF POST WITH SU _ ! v CORNER OF HOUSE Ni 1, P A -"' � B,: I �� •r-• +ter ae W� yf,,,,."° STONE WATER FEATURE, 7'-0" I• / LANDSCAPE LIGHTING LEGEND - A- AVAILABLE AT PORTLAND �r NURSERY CONTRACTOR �� ` VALIDITY OF PERMIT TO PROVIDE PHOTOS AND - � - � STEEL EDGE,TYP. FIXTURE QTY. COST TO CLIENT FOR o PATH LIGHT,BRONZE COLOR,TOUCHSTONE 8 THE ISSUANCE OF A PERMIT CENTINO APPROVAL �, v� - 19 CENTINO SERIES OR SIMILAR o � BASED ON CONSTRUCTION 'VP - �L LED ROPE LIGHT AT PATIO COVER:SEE ' `i 0I VERIFY FINISH GRADE IN FIELD TO PLAN NOTES DOCUMENTS AND OTHER '' `. �`�r. 15;-0" O. a6 ACHIEVE AS LEVEL A LAWN AS NOTE:USE LED 2706k WARMTH FOR ALL LIGHT DATA SHALL NOT PREVENT ' 3 � �'� POSSIBLE WHILE MAINTAINING MIN ®% FIXTURES THE CODE OFFICIAL FROM 3"VERTICAL CLEAR BETWEEN • 0{a-' � i®f�.=-r® FINISH GRADE AND HOUSE SIDING REQUIRING THE CORRECTION ,' (E) FENCE TO v Woad structural members that are OF ERRORS.ORSC 105.4 Y REMAIN exposed to the weather reo be Pressure Treated or decay resistar 1-4 ni OF Si' `- 16"WIDE AND 18"-24'HIGH STONE per 317.1.? SEATWALL TO MATCH HEIGHT OF �ppr® by'[f 'R® scale:i'=10'-0" EXISTING ALONG FENCE, } rlcE n'n[J �j�I\ �� '--'r. CONTRACTOR TO PROPOSE tale. / •7 e0 5 10 Studio Wild STYLE AND MATERIAL G✓ �,. landscape architecture llc 'nitialS: RFVISIO N 7,June 75 2020 3 HARDSCAPE PLAN Hilligoss Residence ( 7524 SW Red Cedar Way Tigard, OR END OF NEW FENCE.MATCH TO(EX)GOOD CONCRETE BLOCK STEPS, 1 - - GRAVEL PAVING TYPE I, NEIGHBOR FENCE AT WEST EDGE OF PROPERTY, / — (E) UTILITY TO REMAIN LEGEND 6"X 12"X 16"MANORSTONE • , 204 SF PAINT TO MATCH BY MUTUAL MATERIALS,TO _ _ _ _ MATCH RETAINING WALL i� - - / ° _ . a EXISTING CONCRETE PAVING TO - `/ - '4r ... . . ... .... - ° REMAIN MITER AND REINFORCE s 'MOTION•SENSOR LIGHT / .° CONCRETE BLOCKS AT .- ... • . , ..�. a ° . ' CONC.PATIO,SAND FINISHED W/ ANGLES.TYP. 1 � ° . SCORELINES EVERY 4'O.C.BOTH WA A CONCRETE BLOCK ° ? PA. GRAVEL PAVING TYPE I:1/4" RETAINING WALL, AIIPP - •° ° SEE LEGEND 6 8 VERIFY FINISH GRADE IN FIELD a a MINUS WITH 114"-10 TOPPING, y. •p[�" A • ,° ° -'+: TO ACHIEVE AS LEVEL A LAWN fig` `v-- - 3"DEPTH END OF NEW FENCE.MATCH 1 0 AS POSSIBLE . C` I F; F ° 1'• ° ° TO(EX)GOOD NEIGHBOR P AAyr "'°" __ �a ° ° 1 GRAVEL PAVING TYPE II:1"RIVER FENCE AT WEST EDGE OF t y ° 1 °° ° 0 _. _.. ROCK,4"DEPTH PROPERTY,PAINT TO MATCH MAY 1 J 2020 • f LAWN _ 'a ' Il ° a ° a Air LAWN Apr INTERSECTION OF NEW - j R 3 e ° FENCE ECTIONOFFENCE W I I I 3"GRAVEL H {(CITY y OF � '\rr :' _'\ 1,t , 5r NEW NATURAL STONE WALL REMAIN ' • G PAVINGTYPE 11 " `✓If.✓r41,} Dl�f�� (�.) � ° °° °a °• ° EXISTING CONCRETE BLOCK I I BUILD UP(E)CONCRETE - �� a a° RETAINING WALLTO REMAIN °i °•° _g_ BLOCK RETAINING WALL TO ° • ° • ° '• LIGHTING:LED ROPE LIGHT FASTENED • - -° `' CONCRETE BLOCK RETAINING WALL: MATCH(E) - TO TOP SIDE OF PERIMETER BEAMS OF °- y (E') CONCRETE° , ° ° ° e �� I ) I '1 MANORSTONE FLAT FACE BLOCKS Bl _ RA - OVERHEAD STRUCTURE ° 4DRIVEWEIY . a MUTUAL MATERIALS a ° (6"X 12 X 16") COLOR NATURAL - 5'-0'o FINISH GRADE TO BE 4"-6" TO REMAIN a ° ° -/ STEP OFF PATIO ALL SIDES a Q- EXTENTS OF NEW CONCRETE BLOCK STEEL LANDSCAPE - • ° - ° • �Q %/X//////l ON TOP OF EXISTING CONCRETE EDGE,TYP. - SECOND FLOOR BAY EXTRUDED ° •a e ° ° BLOCK WALL(SEE SPEC ABOVE) Aip, APPROX.18"FROM FIRST FLOOR - ° FILL IN GAP BETWEEN WALL—.. - 20-0" FACE OF BLDG WALL,V.I.F. °°° e ° - .°'a STEEL EDGE AND FENCE(METHOD LB.D.) - -° ° ° • /'Q 19'-6' 2" IN GAP BETWEEN PATIa - - • V` • P.A. PLANTING AREA a rax 15'-0". COVER AND EXTRUDED BAY RESIDENCE -. (E) CONCRETE STEPS AND a a — PP W, L a ° PORCHTA REc1AIN . e WATER FEATURE, - o - 1 O SELECT AND CONFIRM W/OWNER - w _ r 5"MIN GAP BETWEEN POST ° _ CO BEFORE INSTALLING ; --;2 --. 1--,-.q AND STAIR G - .- a 1/ EDGE OF STAIR ALIGNS WITH y°° °a ° PATIO COVER POST,TY•. - I OUTSIDE EDGE OF SLIDER TRIM ° • WOOD FRAME PATIO COVER : /o GLASS SLIDING DOOR OVERHEAD,SEE STRUCTURAL I l I CONCRETE LANDING TO MATCH °° ° I ° J 1 co i PATIO.'LOWER THAN DOOR SILL SETBACK TO PATIO COVER EAV 1 p 11 8'-8 • I I I - w•" d.• 3 CONCRETE STEPS TO MATCH SETBACK TO PATIO COVER POST :Fi,,, a I PATIO,RUN TO BE ESTABLISHED P.A. - I_,- ti �' a, ONCE RISE IS DETERMINED, -A • I VERIFY WITH L.A. ` ° - STEEL EDGE,TYP. ;.: j j 2"MIN GAP BETWEEN PATIs EXTEND STONE WALL a / OVER AND BLDG WALL TO SOLVE GRADING 3"DEEP GRAVEL PAVING TYPE II, °:i . ., . / EXTEND 1'PAST ROOFLINE ON 1'£" ' 1 PROBLEM 1 EITHER END =` I 5-0" FENCE/GATE p A. 'h," f_ STEEL EDGE,TYP. ..1(.1 (466)SF 4"CONCRETE PATIO, ;. v' s' I I / SAND FISNISHED,SCORELINES L�,- ( -��- _,..1 PA P.A. / EVERY 4'O.C.BOTH WAYS 4./ 1 / Y ` (F) UTILITIES GRAVEL �il / L', EXTEND GRAVEL TROUGHS -, TO REMAIN PAVING TY E / STEEL EDGE CORN EDGEF HOFOUSE POST WITH ' CORNER OF HOUSE l P A r-0° --(-I-:10 0 LANDSCAPE LIGHTING LEGEND ' /STONE WATER FEATURE, p .✓ AVAILABLE AT PORTLAND rr LAWN ,11 NURSERY-CONTRACTOR �{ FIXTURE ON. y TO PROVIDE PHOTOS AND F0 - \ STEEL EDGE,TYP. COST TO CLIENT FOR O. fi APPROVAL � w,l - - 4� w�� o PATH LIGHT,BRONZE COLOR,TOUCHSTONE 8 .. 4.3 i s - CENTINO SERIES OR SIMILAR " , • LED ROPE LIGHT AT PATIO COVER:SEE �.. VERIFY FINISH GRADE IN FIELD TO PLAN NOTES Lr ' is-0 �' ACHIEVE AS LEVEL A LAWN AS b, NOTE:USE LED 2700k WARMTH FOR ALL LIGHT ��. - Si'�. POSSIBLE WHILE MAINTAINING MIN • 7-. •� - _ :,ertt 3"VERTICAL CLEAR BETWEEN FIXTURES �y ��' FINISH GRADE AND HOUSE SIDING '-.4..Air CITY OF TIGARD - (E) FENCE TO �/ .,i REMAIN Approvepl Ily Planning '4 16"WIDE AND 18"-24"HIGH STONE Date: (o Ile Si SEATWALL TO MATCH HEIGHT OF / scale: "=1O"-O" + + • EXISTING ALONG FENCE, Initials: _!-120 A' Studio Wild CONTRACTOR TO PROPOSE 1 V STYLE AND MATERIAL �� --....4 Landscape architecture llc QptJc(fl'l 1 !Imp 74 2(?? Z HARDSCAPE PLAN Hilligoss Residence 7524 SW Red Cedar Way Tigard, OR , s,ocru,,„ . GENERAL NOTES: .05) PROFESS N. PROJECT DESCRIPTION: 2. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR / �_�r 25PE r APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF THE STAND PRACTICE, MSP-I. , THE EXISTING PATIO IS TO BE REMOVED AND REPLACED WITH A 359 SQUARE FOOT COVERED PATIO. THE REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD r� • N• ' ROOF STRUCTURE WILL BE WESTERN CEDAR DIMENSIONAL LUMBER, SUPPORTED BY WESTERN CEDAR PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. 9Q 4'23 \g°P '�' POSTS AND NEW SPREAD FOOTINGS. LATERAL LOADS ARE RESISTED BY THE POST LINE AND THE 4FRT v EXTERIOR WALL. AT THE EXTERIOR WALL, THE LATERAL LOADS ARE NOT INCREASING BY MORE THAN TEN 3. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL BEAMS AND COLUMNS SHOWING BAR GO NAP THEREFORE NO LATERAL UPGRADES ARE REQUIRED. LOCATIONS. LAP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH A MINIMUM LAP OF 18 , / EXCEPT AS NOTED. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON BAR-GRIP GOVERNING DESIGN CODES: SPLICES OR APPROVED WITH A CURRENT ICBO APPROVAL REPORT. lt°s A) OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION (OSSC-14) REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: b MA�Y,a1 ' 2020 z B) NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION 2012 EDITION (NOS-2012) " C) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11) USE COVER �I��' � _E d r hi R s ,, .. TEMPORARY CONDITIONS: FOOTING REINFORCING 3" �:�lljs�9 kltt111l5I��"� Z' N x E THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. THE SAWN LUMBER: ,W o 1 1 STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL a CONFIGURATION ONLY, 1. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD 5 o PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE THE SPECIES AND GRADE NOTED 1 DESIGN CRITERIA: BELOW: D c4 _ DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE INTERNATIONAL BUILDING CODE. FB(PSI) 19 IN ADDITION COMPONENT SELF WEIGHT (DEAD LOAD), THE FOLLOWING LOADS WERE USED FOR DESIGN: USE GRADE (BASE VALUE) A) GRAVITY DESIGN CRITERIA: DIMENSIONAL LUMBER (2" TO 4" THICK) WESTERN CEDAR 100 ROOF SNOW LOAD 25 PSF LL (HIGHER AT SNOW DRIFT AREAS) 71 RESIDENTIAL FLOOR LOAD 40 PSF LL BEAMS/STRINGERS WESTERN CEDAR 625 '1 N il B) LATERAL DESIGN CRITERIA: • POSTS WESTERN CEDAR 550 O O—I WIND SPEED 120 MPH 2. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON b WIND EXPOSURE CATEGORY 'B' COMPANY (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS • 0SEISMIC DESIGN CATEGORY 'D' NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL - -7 LATERAL FORCE RESISTING SYSTEM PLYWOOD SHEARWALLS BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. y ap RESPONSE MODIFICATION FACTOR R = 6.5 SDI 0.45 3. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1 OR NER-212. BOLTS AND LAG r'' CNI SDS 0.13 SCREWS SHALL CONFORM TO ANSI/ASME STANDARD BI8.2.1 - 1981. ALL BOLTS AND LAG SCREWS SHALL c1 in r--- BE INSTALLED WITH STANDARD CUT WASHERS. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL C) ALLOWABLE SOIL BEARING 1500 PSF (ASSUMED) CONFORM TO IBC 2308.9.10 AND 2308.9.11. CONCRETE: 4. UNLESS NOTED OTHERWISE ON DRAWINGS, CONSTRUCTION AND FASTENING SHALL CONFORM TO ISC SECTION 2308 "CONVENTIONAL LIGHT-FRAME CONSTRUCTION". 09/20/2019 CONCRETE WORK SHALL CONFORM TO ACI 318. CONCRETE STRENGTHS GREATER THAN F'c = 2500 PSI SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: PLYWOOD: ABSOLUTE WATER-CEMENT RATIO BY WEIGHT 1. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PS I FOR F' C (PSI) NON AIR-ENTRAINED AIR-ENTRAINED USE MN. CEMENT CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL SE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING PROJECT NUMBER: 2,500 .58 .46 ALL USES UNLESS 410 LBS/YD SHOWN ON THE DRAWINGS. 219391 OTHERWISE NOTED ENGINEER:JRS 2. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW HIGHER WATER/CEMENT RATIOS THAN SHOWN ABOVE MAY BE USED IF SUBSTANTIATED IN ACCORDANCE 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL Gf•:NI?RAI.NOTES WITH ACI 318-11, MANUFACTURER. REINFORCING STEEL: 3. ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, I. REINFORCING STEEL SHALL CONFORM TO ASTM A615, INCLUDING SI, GRADE 60, FOR DEFORMED BARS TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SUB-FLOORING SHEATHING SHALL AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. SHEAR WALL SHEATHINGS SHALL BE STEEL TO BE WELDED SHALL CONFORM TO ASTM A1O6. BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SHOWN SHALL BE AS INDICATED ON S 0 IBC TABLE 2306.2.1. ALL NAILS SHALL BE COMMON NAILS: HOWEVER, USE RING SHANK FOR ROOF SHEATHING. 5A 06f Uq Re .c_. --1 Nc��p PROFFssI h *GiNf£� O 4 a 25PE 7 I'-C" THICKENED SLAB Y" PLYWOOD ATTACH WI 1 o �•. 0 o v EDGE W/ (2) *4 X CONT. Sc RINGSHANK NAILS e �p�4N 23 tg9 �tv G A B 6 O.C, s PANEL EDGES £,p7 J Gik 6 t 10" O.C. IN FIELD a+w�wti hips 3'-O" SQ. x 1'-O" �Q�k, s DEEP CONC. FTG. �r4� sr W/ (4) *4 EA. WAY. ySN 41' NEW STAIRS Z e 0 _ _ EF:. I— _ _ _ —I PER ARCH r0 _ _ " _ _ _ _ _ _ _ _ _ y o-t1 i 4 ,1-1 r DEEP GONG. FTC. IllirM _ 1 e �; = r W/ (3) *4 EA. WAY / z rtix TRIM POST BASE TO I l �• 0 ...1c A I CONCEAL TYP. I 1 G x e 0 +�4eti v.4 c,i• e(,-1 - ro --,% w Q 1� > � � - --6 - - - - --ca- --] zzu_ 6 _i r TYP 4" CONC SOG W/ "4 .ylLli � �4' G 1 N + z 0 BARS 624 OCEAWAY qv J e x0 ® OVER 4" OF 3/a" MINUS cs, SLOPE 3:12 •� M r ,51 r COMPACT GRAvEL I x (E) HOUSE j I 2 TYP. .d NI I 2'-6" SQ.xl'-0" DEEP lN0 WORK c� cs CONC. FTG. WI (4) THIS AREA) S2 5 .� `% py I *4 EA. WAY. 3' O" SQ. x I'-0" DEEP 4 CONC. FTG. W/ (4) *4 N EA. WAY. s 4 •'••I 4 ,A O r �ti,� +6 p r� W x o Ca) in 1 I F� I I lj T I- - - - 2_ - 7 r- 2'-0" SQ. x 1'-O" DEEP I CONC. FTC. WI (3) *4 L — — — rI /1 X/ 2' , 09/20/2019 L EA. WAY — — i ! i �O6/15/2020 h— J I 1 PROJECT NUMBER: PLAN NOTE: 219391 I. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY SHORING. ENGINEER:)RS CI RI:c 1stRAI. I Itr\,A11VG PLANS N N 0 PATIO FOUNDATION PLANCE) PATIO ROOF FRAMING PLAN CD S 1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ot REHAB PER PLAN ..; . : . '.. 16 .x94.,r..w.. s G-izN os wiz . . C + POST— 4 .✓/ " 1'4,61 N E f9 i2, - mrisa'6 z AO/25PE 1 I Gf� J GRvN • : . ..! 21111131, :. , Z ® ._. 3" 0 1-4 pr hil 1 . . . C..5 . A4 .. 8 4 (9 {l �_' �,�{ w STp I.-39I< ... .. . : e FLAT al�g zV. 1 q /y 2ric 120 12" c. W0 r6w+I �. ws'r a GEIR� R IC" SECTION A=A d 7c 6 WEST- RN CDRIz i M I t-r PSd+� P-1 T5 6 ci N ^ � J • Tlti+oi ra. 1- B53r x O 7 : f. 4.- H fa 4" CONC SOG WI *4 m 24" OC EA WAY.OVER 44 OF %4' . N MINUS`COMPACT GRAVEL • O � :. . . . : I.. . . . . .;. 19/�Tid AT New PoQt1hlls S.Ir�1'I�SdN .d,l�,� �:6 x .10 �m1�.N ' V � a s.. ....6i PE• ��1 �.•DP 6}r It; 4c/ " _ 09/20/2019 c N� * I"IO1ZI i '71 4�-1* ' A06/15/2020 x > �r 40. ; tO64 P PIA -1D JP q V gI' �P1 � i. PROJECT NUMBER: /Q : r ' 219391 ()* ¢ V�R"I' 0 ENGINEER:JRS 11 I-4II II a )IT.i ^—'::.11 6.^ Q G, `w/5Tp. REBAR PER CLAN j .H00 DETAILS 3° G frR r1 'R ` ?"LAt.4 FIRM 1 74flVE SO Ir' OM CGuHPcr NEW FOOTING 2 SEAM CONNECTION AT POST S2 SCALE: 1" = I'-04 52 SCALE: 1" = t'-04 S„ocraRRt ..r tse �, c.,tNt 0 COSHEArHi% ." 25PE ef,6e IJA I L apiREscdfri rNsrA1>* Fsl..ocklNb �LA-r 2).3 Fr Arilr NG ;._. .,__.: il 1310Twl l..i P :11000P & IV 0_G. - 'P z _., = E AND 1zp1"reXS -rY� w;>`S,'1 RN C-0t7'+IZ LOG,H 15 z USii WEST t4 >z6w �- GE DA12: /z l --z: E PLYW/OD RAFTER i��-, 1 12 d NA►LS B 6 'o_c. J`-vJ�' i..., 3 Q polo-IEL —.P&e-S / ;,.� J -74 fit^ ® ---ci) i1.O...- lAf ' _ 1 , %Ar: n ,O ' m o1 _,Z t 2 © 12 4.G,. 'b WIrSTRN CEDAR ., l LoGNob I.-�06015 sole APA6 p N H scat.,✓ .. . RAf-E]:R EA, SIDE Vr- / CH Px ' G u 10 \Af t.. ort.1 W EST!<R N ceDPlL ce D4T 6x6 09!20/2019 / A4x6wsrteiN 0�,;15/2uzo �,tMP50N Ai'raf. i'i o : :i NUMBNR: 1. coR ADoT#L IN G SSE DE�4`f1 L. ' I/53' 219391 I:NGINI ER JRS / ' \ S1RUC1'URA1. 1 l 1AII S 1 ROOF FRAMING AT EAVE 2 ROOF FRAMING AT LEDGER S3 S3 SCALE I" -- -0" 53 SCALE _ -0"