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Plans (7) M EC2018-00750 RECEIVED SEP 1 7 2018 GENERAL NOTES ZONING REQUIREMENTS PROJECT DIRECTORY BCITY OF TIGARD UILDING DIVISION 1 a 1 • . OWNER: '' 1 . ALL WORK AND MATERIALS SHALL BE IN FULL CONFORMANCE WITH THE LATEST RULES AND REGULATIONS OF ZONING: R-12 ARBOR HEIGHTS VENTURE LLC � ,�, � _. THE LOCAL CODES, LAWS, ORDINANCES, AND STATUTES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED 701 5TH AVENUE, SUITE 5700 11:3 % I . r AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES REGULATIONS AND CODES. ' f r 2. MECHANICAL, ELECTRICAL, AND PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD BUILDING HEIGHT: 23' - T. O. CHIMNEY SEATTLE, WA 98104 �, 1r , � -,� : -;,� SYSTEM. IT IS THE RESPONSIBILITY OF THE DESIGN-BUILD SUB-CONTRACTOR TO OBTAIN PERMITS FOR THEIR'' t ; iWORK. FOOTPRINT 590 SQ FT. CONTRACTOR: ' - _ J * MEP WORK INDICATED IN THESE DOCUMENTS IS FOR INFORMATION ONLY. CONTRACTORS TO VERIFY SIZES AND T. B. D. HARRISON E i " LOCATIONS OF ALL MEP EQUIPMENT, BOTH EXISTING AND NEW. MEP CONTRACTORS TO FIELD VERIFY ALL OYC R ■ • R ` EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS STAMPED BY AN ENGINEER LICENSED IN THE 4. ' . )11 ' ,, _ STATE OF OREGON TO MEET THE DESIGN SHOWN IN THESE DOCUMENTS. DESIGN-BUILD DRAWINGS SHALL BE ARCHITECTURE doe . , it SUBMITTED FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO ISSUING FOR PERMIT. ' 3. CONTRACTOR SHALL COORDINATE ALL NECESSARY TESTING AND REQUIRED INSPECTIONS. BUILDING INFORMATION ARCHITECT: 4.' ` 0 • • . .. `" 4. SHOULD EXISTING FIELD CONDITIONS REVEAL OR EXPOSE CONDITIONS WHICH ARE CONTRARY TO THOSE TRIPP ROYCE CONSTRUCTION TYPE: TYPE V-B HARRISON ROYCE ARCHITECTURE °� �� ` SHOWN IN THE DRAWING, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT FOR DIRECTION PRIOR OCCUPANCY/ B SEE FLOOR PLAN �3 ei ♦ TO PROCEEDING WITH WORK. ALL INFORMATION SHOWN ON THE DRAWINGS IS AS ACCURATE AS POSSIBLE BUT 503.348.0371 VERIFY PROPORTIONS DISTANCES, AND CONDITIONS OF THE BUILDING CODE: 2014 OSSC TRIPP@HARRISONROYCE.BIZ (Alf.Rsomk. C) "+� ii iS NOT GUARANTEED. THE CONTRACTOR SHALL ,� 5Q FT FLOOR: 590 SQ FT GROSS A ,. AREAS AFFECTED BY THESE IMPROVEMENTS. NO ALLOWANCE WILL BE MADE IN HIS/HER BEHALF FOR ANY EXTRA ,,, G• • PROJECT LOCATION EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING CONDITIONS UNDER WHICH THE WORK IS TO ' •_ ` 170 BE PERFORMED. PROPERTY DESCRIPTION Q - :11 DETAILSOF CONSTRUCTION. , \ } 5. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL . "` _ - THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. PRIMARY BUILDING SYSTEMS 15025 SW ROYALTY PARK 4k*OF . � s # „ 6. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. TIGARD, OR 97224 • j', 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INCIDENTAL DEMO REQUIRED, EVEN IF NOT INDICATED ON '• *' .• DEMO PLANS. PAVING & FOUNDATION CONCRETE MAP&TAX LOT 2511dDB00200 * y . - ' III ,_ 'Tir T FA E F FRAMING FACE OF CONCRETE, AND CENTERLINE OF COLUMN UNLESS BUILDING FRAMING HEAVY TIMBER 8. DIMENSIONS ARE O C O REAL PROPERTY ACCOUNT#R497377 iii { + " ` ; irr_ ,� OTHERWISE NOTED. POOL RAILS: TO MATCH EX. .., 1* \ * .. r''' ' *, �'; �.. r r " .- " , 9. THE ARCHITECT SHALL NEITHER HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR, THE ROOFING: TO MATCH CLUB HOUSE _ .�" .- ` _� CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS ' - [ li ,I ' ,,. mow- AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELYTHE CONTRACTOR'S RIGHTS AND TABLE OF CONTENTS „., -- . , 5,„,,,,.,,,-., RESPONSIBILITIES UNDER THE CONTRACT DOCUMENTS. o0 ' ' ;. :i ' . y y _ ,., SHEET SHEET TITLE .� 'It �� , r,, NUMBER otite 1: �' ` . NEW FENCE i .r .: - { ..� A _ : TO AO COVER SHEET0 (1) Oil # + ' .. " •.` •. '► ' , R; . MATCH A 1 PLANS . : t 4 .: EXISTING > ' �' Qy� '._ ` ` '"' REMOVE 10" A-2 ELEVATIONS L) � CHERRY ISL ;.., : A-3 SECTIONS (I) tr. A-3 ROOF PLAN ` \ A-4 BENTS (1) REMOVE 12" ` \ CLUB HOUSE O CHERRY \ S-1 SITE PLAN & NOTES r \ r NEW COVERED ` C) S-2 PLAN & SECTIONS f DECK • \> I S-3 FOUNDATION DETAILS (/) mila • 20'-7 , 121-11„ S-4 FRAMING DETAILS ' VER. EX. APARTMENT \ ' C3) BUILDING ` \ ' REMOVE 20" \ , ' \ (1) Ic'''' ' 0 1 o CEDAR / \ v Siom Y DESCRIPTION OF WORK - 7 0 c`'.- EXISTING CONC °- >, NEW DECK WITH A ROOF POOL DECK 0 sp i- <,\,,, � FENCING AND A FIRE PIT 0 � th O,o NEW GAS FIRE PIT < IS <p� A 60" TACORA CONCRETE IS AUTO IGNITION COMMERCIAL F FIRE PIT- PROVIDE GAS SUBMIT FOR FINAL FINISH EXISTING POOL SELECTION OFFICE COPY CITY OF TIGARD ISSUES & REVISIONS REv FOR CODE COMPLIANCE A date by descrip. A roOj t 05 01.18 TR firep it OTC: _= iT l - Pcrrntt it: roe c I R e-1n 7.('- Addresc 1;'1 c c S r„:- IRoj c)7y pkwy Suite#; -� f BY: -• k Date:, — I $ ISSUED: APRIL 23, 2018 NORTH €) CONSTRUCTION DOCS AO 02. Site Plan SCALE: 1/8" = 1 '-0" 5 HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION SLIM BRICK CLADDING _ _ _ - _ - HARRISON ./ \ 11-11 2" STONE HEARTH I I ROYCE /- - ARCHITECTURE . z7<:" "1: I . . , . . . . 41 Li- r r -r -iJ 1 BENT 91 \ TYPES �►� \ SELECT DECK- SEE STRUCTURAL / \ r..,0° 4/4 )( + 7'-4" X 4'-9" R. O. WINDOW WOOD FRAMED WITH / \ (.5 frL.RSOE n 3.5 " X 3.5" PAINTED (Do \METAL MESH STPPPED ' N ` a f ' r INTO THE JAMS ' 16`9 (BOTH SIDES) / / ti / '\ `\ 04 .11Z% Al , � BENT9 OF O faiTYr, I PE A > >1 I I 1 ' 4" 0 01 I I 01 01 01 ma, la, Nip low � BENT i I SCORE CONC. SLAB V7 .2I PENDANT LIGHT Ei TYPE A I I Co) Rake Detail I TROYRLM 07, CASEWORK 1 1 3 AR16 GU2418TBZ FGG Ai a) SCALE: 1 1/2" = 1'-0" - - 04 8' A. F. F. ��� E I� a o ./ 0 ICE SINK DRAIN TO GRADE \\—CASEWORK _ BENT p � �{' � �� II { Illll ! ! { IC 1H1HIHTYPEA (1.) " . EDGE OF EX. SLAB 07CD �- fuln 1 I Al = I I lir 0 2' 4' 8' �a'?ly 0 2' 4' 8' 01 . Floor Plan 02. Reflected CeilinqPlan „ _ 0 ,..,..,_ ® , �` SCALE: 1/4" = 1'-0" SCALE: 1/4" 1'-0" r o ..:: '' 0 ® o ��- \ 0 CO ® 2 X 10 /\ O 0) ■ =NM 0 ® N a) tV 0) ,_ _ _ _ _J _ _ _.\ / Ir / 0 Q / 1 p / \ / a/ ♦ H / \ ii, 11-4" , ,. / / Si... O a ' J 06. Eave Detail ' _0 L. m / SCALE: 1 1/2" = 1'-0" ( / tii ` 1 12 MM DEKTON COUNTER TOP I 0 I o COLOR TBD I I 011 I 01 '( \ ' -d may _, _ ___ _ _ __ _ _ _____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ _ _ __r_. Itair I I 06 WOOD SHELF I Al LAP SIDING DOWN DOWN 4 ISSUES&REVISIONS ""4 7 1 !#\ date by descrip. WOOD SIDING r I I I I I I PAINTED TRIM ; i 1 I f1 X 4 T&G CABINET LINER I I 1/2" SHEATHING >*// PAINTED TRIM I ,r # CONC. DECK I I ISSUED: APRIL 23, 2018 WOOD COL it L J � CONSTRUCTION � �� DOCS 07 Al IV— 11 Al 05. Trim at Column 04. Section at Casework 03. Roof Plan 0 2' 4' 8' SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1 '-0" SCALE: 1/4" = 1'-0" m HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION H H 1 .' ) , 1 ASPHALT ROOFING TO MATCH EX. WOOD TRIM - HARRISON .4,40/ �� ROYCE iliiiii.. ARCHITECTURE _, J4-143) 11 Aw-,s Ir el ..,.. „ \ WD TRIM 11111 11111M 1�■ 111111111 101' 111■ 1�■ 111111111 11Z. eN.) • 111■ 8 X 8 COLUMN 1�■ 111111111 OF 0'4 --___-• _-- 11111 - I iii. 1�■ 11111011 11111011 1111111114111111111 INN■ 1111■111 ���111ii1' MI111111111 111111111 ��■ 11111E1111111111111111111■11 =IM111111111 111111111 = 11111■111 111111111 11111■11 111111111 111111111 ��■ 1111■111 •1111111111111111•111111111111 111111111 moi•■ 1111■111 1111111111111111■ii IP- j I CONC. _-_ FOUNDATION / ..• L Cii) - 111= I I 0 2' 4' 8' (1) fir'( I I 0 East Exterior Elevation (from the Pool )0102. North Exterior 0 2' 4' 8' SCALE: 1/4" = 1'-0" p SCALE: 1/4" = 1'-0" la) Low a) 0 0 fl C/) z \ ....0 1 1 0')■ N a) n rn O i0Q H . ,... Q ,_ 00. 01.4 .,_ sp } O rr 1. en I N O u, 1 1 1 ■111 ■111 ■111 ■111 ■111 x ■11111 111111111 11111111 1111■111 1111111■1I11111■ ■11111 _ 11111111 11111111 1111■111 ISSUES&REVISIONS 1111111■X11111■ 1111111 I 111113101 11111111 11111111 11111111 111111111 111111111110111IIMi '11111Miiii 11111111 I t I I I ffIIiM i _ 1 date by descrip. 1111111■�i11/■ raids' it 111M11 11111111 1111111 111111111 1111 11111111 11111110111111111 111111111111 11111111 1111111111111111 11111 11111111 1111111 111111111 CONC. - !1�!1 1111//11• -- 1111111 111111111 FOUNDATION \ ISSUED: SCALE: 1/4" = 1'-0" APRIL 23, 2018 117" I I 02. West Exterior Elevation 2' 4' 8' West ( Back) Exterior Elevati03. on SET TYPE SCALE: 1/4" = 1'-0" A2 a N fV 0 M5 HARRISON ROYCE ARCHITECTURE CORP. 2018 iii DO NOT REPRODUCE WITHOUT PERMISSION 31_4 111 4 , , I 1 1 I `, .. • t T I + • HARRISON ROYCE ARCHITECTURE 3 TAB ROOFING TO MATCH COMMUNITY CENTE . 414—R 3/8" PLYWOOD -NAILED AT PURLINS - ' \ W \ 12 1 x6BOARDS , - 1 6 SELECT DECKING , " . .- .. 44. V.7 . . - OF (TV‘ • ' ' BENT A - f:1) L _ _ 4'-42' - — - - _ _ � — i Ai • V • • • I I I (1).. 3 N I '-0" 8" NICHE -0 3' " ► I PROVIDE is I I Q POWER El &CAN 1 I • N ail) LEM -.4 \ 1I o� 8X8COLUMN I a I r a) • O i.:7) EXTERIOR GAS FIRE o � PLACE i NSERT W/ GLASS BOORS I I zo 0 i I 1 NAPOLEON GSS42CFNCf) i I milma I , i t .• - 1 1 I - n = 1 I i `_. ! CD I I T Nr + N HH (10) M I 11'-4" o i I 0 ' 1 I 0 ii 1 1 1 i I LimI U U I I IO °' Building � II Section IFire Place Elevation p 2' 4' 8,JID o 2 4 8 02. . SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" "' 20 t1') ISSUES& REVISIONS , \ date by descrip. oO.v:•p .16:4--0 DQt -0-0:.0o :U poD'0oo _ � 0'0oc i - D.: : o . = : o:a; ::: o_ o �: a. 06- o. o_a a: oa. FLOOR SLAB• _ _ o _ qrs .IJO.=o��n .IJI>_ o4�r .1JO. Q4r;_ -:"0:;-:-:a.:. _ • • raid 5. 1 p:- 0 - : -0-- --9-A°.:.70:.- c�lv D • :P-.:: 6.-.5)--.V.-1R----\(-6.-..5):. :O- •0-o. - r •(�-o. . FOUNDATION WALL D=:.=•0;:-:0 Y ;:-:0.•_ ISSUED: APRIL 23,2018 SET TYPE A3 03. E d a e of Slab ©HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION SCALE: 3" = l'-0" HARRISON ROYCE ARCHITECTURE BOLTED STEEL PLATES - BOTH SIDES PRIMED AND PAINTED TO MATCH d'� WOOD . ��, • . frisscEI t� el • • •• • • 8 X 12 s • • • • • • i • . . a BOLTED STEEL PLATES - BOTH SIDES j PRIMED AND PAINTED TO MATCH /1Z. eN WOOD OF 0v • • • • • • • • • • i . , • • , • . - . \ • • • i • • • • • • • • • • • . , • • _....miiiiiiii i • • . • . •• i• • . S • • • • • • • • • • • • • . • • •• • • /// •• • • • • • • _ - :-.L__„_, •i • • • • i • • • • • • • - • •• • • 0 •' •' PAINTED -- CDCD u iau A 8 X 8 COLUMN L PAINTED a)\ > _ 0 0 u) 4-• . ...c _ _ _ . — 0) ■ IMMINE NI- al) N N Q1 r-u-u 1 I I 0 _ E rill.) I I I 0 2 4' 8' 0 0 2' 4' 8' ~ II ti 11 it 1.... a Bent A o . Bent B O >. a SCALE: 1/2" 1'-0" SCALE: 1/2 1 -0 _CD a } 0 L N O T ISSUES&REVISIONS Adate by descrip. / \ 05.01.18 TR MISC ISSUED: APRIL 23, 2018 SET TYPE _ A4 ®HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION I: I H R A II i ,I I t' Mk /PLANS, SEE ® < I; ;I / & i .I I .� / I _ I I I, ,; / / //\ /,7 / -it------ri--- 7:\ / e,/ _U /- \\ 11 I I i ' ;�I EXISTING COMMUNITY CENTER I EXISTING GRADE ABOUT <) \ . \ I I I, '1 I 5'-0' LOWER THAN POOL /+j / \ ; \\ I I ' "�',,\ I I III ..........:„_..„...„„,...„ I lir ......:...1.:_:_.:....___:,..,.... - :; GRADE / 111 ,417,_, / // , \ I I !/ R LE E \\ ' \ ' I - II rI'' ---57� / 1 ; I. pipe, \\ / `,,, 11,,:4,,,,„"/ / I ' /,7 • ; ;! 49 PRO'? `_,- I ! li(__ ' �7 12,187 S• / • , r , I' , `` ���/ % l ��bll '' ,, '-POOL EDGE,/ ^ `'\ it I'I \' OREG• ' /'u'• / i\,' \\ // FOOTING %', -'�.`. ''\ !'';' I ✓ <r 15. `9$ C, di,/ / `, v j' �_=i-- -_--- - -� N E. NOR° NX%_ �/ I \ ' '• I ' i' ''�' POOL RETAINING WALL---' , ,"' `• , ,'\• ' EXPIRES:12/31 118 #1114 I,, �',,i'y- �"' . 'i' \s, �'\ j�%, Sv ,' 1 +-------------,------ ---- \\ \ \ '\ '\ ------ ----- .\ �' _ • • ' •\ 1 , - • \\ I \ \ \ ss•N EXISTING POOL I I (U) \ I I I �,, \ •\ \ . , (11) \' ' `\ ' \\\ • '\ ''\ •\ j 0 ( I \s's \ \ . • . , .. \‘‘‘‘ \ \ \\ ,N • ) '\ \ .� V (1) 5... SITE PLAN , (I) 1.• 10.-m' > 0 GENERAL STRUCTURAL NOTES CONCRETE WOOD FRAMING L Average concrete strength as determined by Job cast lab cured cylinders at 28 I. All lumber species and grades to be as follows: 0 days (plus increase depending upon the plant's standard deviation as specified a. Joists, beams and stringers_ _Douglas Fir-Larch No. 2 roF-L n) DESIGN / CONSTRUCTION in ACI 318) shall be 3,000 psi for all uses. b. Beams 4 stringers 6x 4 greater Douglas Fir-Larch No. 1 tuff-L n) 2. Minimum Mix Requirements: c. 4x posts Douglas Fir-Larch No. 2 rDF-L nl (/)The structural dest n and documentation are based on the 2014 Or on Structural q g a. Slump: 2 to 4 inches. Deviation from design slump +� ' to -1'. d. Posts 4 timbers 6x 4greater Douglas Fir-Larch No. I rDF-L't Specialty Code (O55C). The structural documents are to be used in conjunction with g the architectural drawings. The contractor is responsible for coordination of all b. Air Entrainment: Per ACI at all exterior slabs. e. 2x4 studs Douglas Fir-Larch No. 2 roF-L r2) �, c. Admix: Water reducing admix (Pozzotith or equal) for all slabs. F. Studs 2x6 4 greater Douglas Fir-Larch No. 2 rDF-L n� documentation and is to bring document discrepancies to the attention of' the architect. / en sneer for clarification / direction. d. Aggregate to be crushed rock g. Topp and 'Bottom Plates_ _Douglas Fir-Larch / Any Grade =C g e. Sand Equivalent to be void of organic materials. h. Si11s, ledgers, plates, etc. embedded in or The stabilityof the structure is dependent on the completed condition. the 3. Place and cure all concrete per ACI codes and standards. in contact with concrete- _Press treated DF-L *2 0) p 4. Provide control joints in all slabs on grade at 15'-0' o% each way maximum unless 1. Bucks, blocking , bridging 4 misc_ _DF-L *3 or 1-term Fir '3 contractor is reponstble for temporary bracing during construction. otherwise shown on plans. 2. Steel connectors and fasteners in conact with pressure treated wood are to be , MEM Nr 5. Sleeves through slabs for mechanical lines shall be fabricated from standard effectively finished (Zmax, HDG, etc) to resist corrosion. N DESIGN LOADS weight steel pipe with anchors as approved by the engineer unless otherwise 3. All bolt heads and nuts bearing on wood to be provided with an oversized (1) In addition to the structural dead loads, the following live loads and design criteria noted. washer. o were used: 6. Sleeves, pipes or conduits of aluminum shall not be embedded in structural 4. All nailing to be per table 2304.9.1 of the OSSC. Nettle called for on the drawings Roof: 25 psf concrete unless effectively coated. are to be common. 11,00o SCREW ALTERNATES C Floors: 100 per Sd 0.131'4' x 21/2' "6 x 2'2' m.13s•+ F REINFORCING, 10c10.148 x 3' 'S x 3 m.>64•. (3 secgust, Y ) 16d 0.162'4 x 3t/21 *10 x 3t'' m.me. Wind 120 mphULT I. All reinforcing steel for concrete to be grade 60 (grade 40 for ties) and shall 5. Cutting and notching of Joists not allowed. I' diameter hole may be drilled in the re Exposure B conform to OSSC standards and ASTM A615. center 1/3 of the member depth All other holes to be approved. 0 a_ 2. All welded reinforcing steel shall conform to ASTM A106. 6. Sheathing to be APA rated with exterior glue, nominal size as noted on the Seismic Occupancy Catagory it 3. Fabricate and install reinforcing steel according to the 'Manual of Standard drawings. Install roof sheathing with face grain perpendicular to supports and Site Class - D Practice for Detailing Reinforced Concrete Structures' ACI Standard 315. stagger end Joints. o Seisimic Design Catagory - D 4. Provide 2'-0' x 2'-0' corner bars to match horizontal reinforcing in walls and _a Ss s 0.956 Si • 0.420 footings at all corners and intersections. 1 Sr* s 0.112 Sol • 0.442 5. Lap all bars in intersecting footings 2'-0' or 30 diameters, whichever Is greater. v> GENERAL 6. Splices in wall reinforcing shall be lapped 40 diameters. 1. Provide two *4 continuous bars at top of all walls unless noted otherwise on plan. < fa?) 1. These notes set minimum standards for construction. The drawings govern over the S. All welded wire fabric shall conform to ASTM specification A-185. General Notes to extent shown. #03015 2. Contractor shall verify all dimensions and conditions on drawings and in the field, ta. All wire fabric shall be supplied and laid in flat sheets and shall be chaired 3. Shop drawings shall be required on structural steel and shall be reviewed prior to proper position in slabs. fabrication. 9. Reinforcing shall not be bent or displaced for the convenience of other trades unless approved by the structural engineer. ISSUES&REVISIONS FOUNDATIONS 10. Minimum cover from concrete surfaces to reinforcing steel shall meet ACI requirements. 1. Design soil pressures assumed to be: I1. Electrical conduit shall be placed near center of slab. Restrained Retaining Wall 55 pcf (equivalent fluid pressure) Un-Restrained Retaining Wall 35 pcf (equivalent fluid pressure) STRUCTURAL AND MISCELLANEOUS STEEL Soil Bearing Pressure 1,500 psf (Total Load) 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual Coefficeint of Friction_ 0.35 of AISC. Passive Soil Pressure 150 pcf (equivalent fluid pressure) 2. All structural steel to be A36. 2. All footings to bear on firm, undisturbed soil minimum l'-6' below final grade. 3. All welds to be made by Certified Welders to AWS Standards with E1OXX Notify design agency before proceeding if any unusual conditions are encountered in the footing excavations. electrodes (stick or hardwire). 4. Bolts to be A301 unless noted otherwise. 3. Structural fill shall consist of clean, well-graded sand, sand and gravel, or crushed rock The structural fill shall be placed in loose lifts not exceeding 8' in thickness 5. All structural tubing to be ASTM A500 Csrade B fy 46 kat. ISSUED: 18 April2018 and thoroughly compacted to a dense, non-yetlding state. 6. All pipe to be ASTM A53, Type E or 5, Grade B. 4. Bottom of footings shall be stepped from elevation to elevation at 2'-0' T. Do not oversize drilled or punched holes with burning torch SET TYPE PRICING SET horizontal to 1'-0' vertical steps. DETAILS5. Do not excavate closer than a 2:1 slope below existing footings. 6. Clean all footing excavations of loose material by hand. DRAWING INDEX I 51 Site Plan 4 General Notes 52 Plans and Sections C M 53 Foundation Details etl m 54 Framing Details Z.ll n ®HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION M m N 7 m 4 '1'-2 ' 1'-11 ' 10'-1' 1'-11 ' '1'-2 ' i I I I I. I I I i � , I 1 1 1 , 1rYP El VY H R A I 1 i I i_____ I DR�UJiNCx NOTES r- _ -1 _ _ ' ,.....____i - I- - 1 , ; �:_ - -I - - - - - - - - - - ___i__ 1. C J. CONTROL JOINT. SEE PLANS, \ DETAILS, AND ARCHITECTURAL 0 ce• . DRAWINGS FOR ADDITIONAL INFORMATION. • I le' 0 li) I © • i ♦ 1 1 - , t I _1.,•/ \\Nt T- 4xs `_T.4.4 r i N.,. - [ —-L KEY NOTES ' r-- --' .. • - —1 � 1 ' / -, I TRUSS r- \ d /1"----- /---- i',.—\ ♦ r ' ❑i 4's' APA RATED (32/16) SHEATHING;. ATTAGH SHEATHING W/ ,______i____ 1. 111:5 --- ` I VWri ' Irk I 8d x lli�' *6' EDGES, Sd x i�iz' *12' FIELD. ALIGN NAILS W/ 4x3 FRAMING. -/ 11'P , ; I f,', ® �♦ il ♦♦ STEP, SEE I ® © �, , I ♦�♦ + ,,� �, .r,`fi, ry+ry I ��J 2❑ 2x6 T4G DECKING. ATTACH W/ (2) 1IDd EACH BOARD AT EACH TRUSS. SEE (I/S4). I 04 I ;;' X I I `I N pry, +? o 4' SLAB ON GRADE. PROVIDE +4 *24' o/c EACH WAY (CENTERED).• Q PRO I/ ,,, ' •`♦ ," ,' •\ I ( I ® SiMPSON 'HSULC210-2' or `HSURC21O-2'. AT LOW END, SEAT BEAM iN ��5 "G IN E FR �D © '�No ,\ 0 HANGER- AT HIGH END, BIRDSMOUT-I BEAM TO FIT HANGER (RADIUS 12,187 �y t'• / 0 © ♦♦ ♦ © © CORNER, DO NOT OVERCUT). �, �+ 1 --, TRUSS r-� I n 1— C: T— - - - - - - - - - - - - - - - A--, —F - -- t-J -- 5 (2) 4 CONTINUOUS BETWEEN POSTS, RUN THROUGH CONTROL JOINTS. OREGOI_ , _- ( I ® I ® © 2x6 *l6' o% (MAX) STUD WALL. SHEATH WI 1/s' APA RATED WALL `1 'may °<r 15' `tea I1 El © ( I I SHEATHING. NAIL TO WALL STUDS W/ Sd *6' EDGES, Sd *12' FIELD, BLOCK " E. NORO' n i C.J. 1 - ALL EDGES. ATTACH P.T. SiLL tE W/ 544 x 10' A. BOLTS *32' o/c, (2) -' 1 1 (FLAT) *ib` a/c ANCHORS (MIN) EACH WALL SEGMENT. t EXPIRES:12/31/18 r r-- -_ 1 0 1 1 4x3 , LrT' I i SIMPSON 'HDU4-SDS25' HOLDOWN W/ (10) SIMPSON 'SDS'�4x2�i2' SCREWS *DBL 1F.T. Sx8 POST, 1 I 0 i O STUD (MiN). PROVIDE SIMPSON 'SSTB16' ANCHOR AT FOUNDATION. .---, 1 XV #�, © ( 1 LOCATIONS --- I— - - - rt—; - , TRUSS r-- • 2 SIMPSON CMSTCI6 x 4'-0' STRAP W/ Sd 3 o/c. LAP STUDS ABOVE BELOW �-- ��• 1 - - - - - - - - - - —T-, .� —i- O HEADER EGx.tALLY. 4§111 `• ©SIM 0 SiM I0I \ --, PIIP \ Ali r--- TV aii) d• 1 - - - - - - - - - - - - -- � - \\\1/4i a \ - - - - — -'— - - - - TRUSS - - - - - - - h: _.______ ______________________________________________________________ ______.________________________________________________,_„,:=.___,„__H__, _______ ___________________________________________________ 1. Liii) aii) s._ 0 =•O`11-0N• DATION PLAN ROOF FRAMING PLAN 0 0 0I ' i, i I Icoil)cr I I I I I I , ...., ,_, , 1 1 1 ; , , ,, _c a I I o , ,, (3) 1 v ' I I , I N 4x3 (FLAT) la) 12 I N *16' O/c 6 O rn © 12 1 I o ® 716 © © ' o ' I _ El Q4- 8xi2 8x12 cc 4x3 CF AT) ! 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CONC SLAB 1/ ) F. NOFZ•�`''�• 'a,.� �`-2-gotIJ�c{��o°.�o�° � _ � EXPIRES'12/31118 n:•��i%'.' 0 0 0°0o pOo°pOopooo°° 000�o �x ;� • '�•°�pO�p ^°� 3 �FOOTING� 3' ;- --- f:.:., CONC SLAB �}'o�P t D FILL. , 1>� CLR '�' „���::: .� -r: '��,•.: �. .. ��-`` QCOMPAC '( 4 c�; �:�=''r��- ---SEE 4111 DETAIL -THIN . "}.•S;i' 'fit; :, :'• .!- .?h : 'e•.••g't". 4r". "4 !j `' •.• • .,. ;: ,. ,, -po ao,�Q�,,��,,o�"p�J�`;,,�y Q r�p � , ?4' - SEE ARCH L DWCsg4xEACH SIDE—. ~Y r o 000�0 d•�0 000°°O.pp ,OQ o'✓O°°n4-41°^ s,: `�»4 x �24• - .---W,4LL SHEATHINCsr2• 'el.— • � ' : .\o p•o°• oel •1Y. • '��o • COMPACTED FILL - — 2xWALLSTUD � 'e . 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SEE PLAN L 6' ++ >...� N ri 01.0, 8 'TOE ,. r. - 8 ,�" I N , 0 DETAIL >� � 8' 9' • •::t.-� x MIN 1 3 � � � 'WIDTH - I / i6 FIRM NAtURAL »4 x X18' o/c '' ' Ore FIRM NATURAL GRADE __ � IE �z x 8 x i'-2' O GRADE - .....-*46. or COMPACTED FILL m �� � ----•I .'----Hss $ x 8 x P�25 4 DETAIL. __ __ 'WIDTH' S' l2) "`� CONT —f G3 1''I'-m' 0 DETAIL -1� I ' Q — --- -'«, %EXP ANC44°0TRRES a DETAIL �" . 41: 1. 11-0. -- )1,_±1•14....2.4ED). S.I. Q'D -} 0 S3 347,,11-0' mr) O Lan ii #03015 ISSUES &REVISIONS o ISSUED: :April 2018MSETTYPEPING SET _ co I DETAILS •+N O Q, M 1 N M a V3 Q 4 < ® HARRISON ROYCE ARCHITECTURE CORP, 2018 DO NOT REPRODUCE WITHOUT PERMISSION SPLICE AS OCCURS--k, ROOFING � r2x6 TA* DECKING ROOF SHEATHING /`�/ H R A il. i • I •• I 8it. x12 CHORD /.L�/ 0 ROOFING • _. 2x6 TiG DECKING /`� -°/ e. 'SI ROOF SHEATHING �/` ROOFING I '�� ��_,..--) 01 8x12 CHORD ��� Ilk ROOF SHEATHING o 8x12 CHORD / ` 2x6 TtG DECKING 8x8 WEBS `�4-' /' 00 k 2x6 TtG DECKNG ..%� / �// ��� ROOF SHEATHING ' �-(2) bd EACH BOARD /`�� //" .�� ° /`�I/ 0 8 �`�� ° 0 0 0 :-.11.111111111111.11.1.------LU-S-/:(2473/814) 0 �' / r,.• 8x8 WEB ��/ o SEE S4 ° 0 ¢ 0 W1 1 1 1 1 SEE o / a a�`'�� o W/ (18) °ia'. M. BOLTS ° ° 0 0o ° o2x6 TSG DECKNG `_ W/ (13) �8'� M. BOLTS ° 0 0 0 SEE © , 00 (2) 10d NAILS EACH 0 r o 0 W e, nrBOARD. ONE FACEX o o Q ° ° 0 W/ (12) ei ' M. BOLTSm (�NAIL, ONE TOE NAIL `-SEE 0 oe a Q M. BOLTS '� p PRQF 0 0 8x12 CHORD' UJ/ (8) lY8'. M. BOLTS 8x8 UJEB �'�` o I N FF�`�`�/D EQ 5' EQ tu 12,187 Sr . —8x8 POST I - 8 71 rt �, �¢' CHORD N OREGOI- 1 1 DETAIL 2 DETAIL 3 DETAIL 4 D T,4IL 5 DTA1L °<r '5. ,9�� *9, 54 1 , 1 -0 54 11°''''' 5. 4 l'11-12'1 54 1'11-'2'1 54 1 1 -0 I EXPIRES:12/31/18 I - /A j— / � '';1 '�4' IE EACH SIDE ��' IA f, ,/� i - ++ 12 = 12 �� 12 ,, 0---___ _ �4' lE EACH SIDE v0, / r, 6 - • 4 6 6 n -Slp_ 2b r- —� 12 imi - /- ' ! /- �� lE EACH SIDE ,ti . -__ !- kt- 4---- -----:-..---.:........ ..---''' ../.-- iitlk-----011111110 0 '):« 1. / �• _ ---: -+- -ice_ may: /- ' , ai / '� CNi N'=�--�f _'�i� �c `��'� _ (I) r1/4' lE EACH SIDE P �/- • /' v'. - - �_ _4 ' , LH _ • _J 2b lE EACH SIDE - : 12 ! .4 iti ' 12 0 2b �_ cv 1 -ar_ �, ' f • 12 er lii), 3' -I. 3' (3.58't3.58't.l. 3' )( 3. Ji ' : I LII) 1J1 . 14.01't 3' 3' ,1 . �4 I I /list3' 3' 14.15't 14.15't 3' , 3' 1,1il_., i( 3 3 � 12.41't 31 1� 3 -'•J1 s..... DETAIL -t DETAIL S DETAIL ETAIL e DETAIL 10 DETAIL_ a) 54 1%'• -0' 64 1'/z'=1'-0' S4 "6.81''m' I 1' 54 1l2'.1'-0' 64 1t,'•I'-0' > 0 EQ 1 ,1i' 2' lig, (Ea (..) , f (14) %.# M. BOLTS-� I , , (I)m f A .II#� 12 2k r— igt-..- 71,-------41)-141)-1 , , ._„-- _ .,6, _-- 0. =C (#'"7----- -----t- --- 0) `t ' i I (I) � cv ti ''4' lE EACH SIDE 0 `-8x8 WEB : 11441 4' 1 3' 1 3' J' '■ Q F I ."---8x8 POST o � . POST J 2.0 2 11 DETAIL s"" 54 1t='•1'-0' in in #03015 ISSUES &REVISIONS ISSUED: 18 April 2018 SET TYPE PRICING SET DETAILS 4 a ' 0 '8 I 0 00 00 C N ® HARRISON ROYCE ARCHITECTURE CORP. 2018 0 o DO NOT REPRODUCE WITHOUT PERMISSION T 0 0