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Plans (13) BU P2018-00144 GENERAL NOTES ZONING REQUIREMENTS PROJECT DIRECTORY " 1. ALL WORK AND MATERIALS SHALL BE IN FULL CONFORMANCE WITH THE LATEST RULES AND REGULATIONS OF OWNER: I' w �, \-:#0 THE LOCAL CODES, LAWS, ORDINANCES, AND STATUTES- NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED ZONING: R-12 ARBOR HEIGHTS VENTURE LLC ._ AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES, REGULATIONS, AND CODES. 701 5TH AVENUE SUITE 5700 �, 2. MECHANICAL ELECTRICAL, AND PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD BUILDING HEIGHT: 23' T. O. CHIMNEY SEATTLE, WA 9$104 y R = �: „ . � 0-" , SYSTEM. IT IS THE RESPONSIBILITY OF THE DESIGN BUILD SUB CONTRACTOR TO OBTAIN PERMITS FOR THEIR WORK. FOOTPRINT 590SQ FT. RECEIVED (11I) ` •- CONTRACTOR: ", el MEP WORK INDICATED IN THESE DOCUMENTS IS FOR INFORMATION ONLY. CONTRACTORS TO VERIFY SIZES AND TBD MAY 8 2018 HARRISON , • - . a LOCATIONS OF ALL MEP EQUIPMENT, BOTH EXISTING AND NEW. MEP CONTRACTORS TO FIELD VERIFY ALL CITY `� �, EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS STAMPED BY AN ENGINEER LICENSED IN THE DIVISION OF i �` BUILDING ROYCE �`' 4 STATE OF OREGON TO MEET THE DESIGN SHOWN IN THESE DOCUMENTS. DESIGN-BUILD DRAWINGS SHALL BE F- . - ARCHITECTURE .' ' t '-, ''' <,*�i ; . 44#- i SUBMITTED FOR REVIEW AND APPROVAL BYTHE OWNER AND ARCHITECT PRIOR TO ISSUING FOR PERMIT. ` f i ` 4.1,.1,..----„„f ,•Yom• , — .,. - 3. CONTRACTOR SHALL COORDINATE ALL NECESSARY TESTING AND REQUIRED INSPECTIONS. BUILDING INFORMATION ARCHITECT: -- :7,fy, k• 4.= rim +7. 4 � "`_ kT ;,R 4. SHOULD EXISTING FIELD CONDITIONS REVEAL OR EXPOSE CONDITIONS WHICH ARE CONTRARY TO THOSE TRIPP ROYCE OCCUPANCY/ B SEE FLOOR PLAN i ✓ g ,. ,- 1 SHOWN IN THE DRAWING, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT FOR DIRECTION PRIOR HARRISON ROYCE ARCHITECTURE CONSTRUCTION TYPE TYPE V B - ,,* --'' ,: TO PROCEEDING WITH WORK. ALL INFORMATION SHOWN ON THE DRAWINGS IS AS ACCURATE AS POSSIBLE BUT 503.348.0371 �� r. O _ w I tel BUILDING COD 2014 O C ,� IS NOT GUARANTEED.THE CONTRACTOR SHALL VERIFY PROPORTIONS, DISTANCES, AND CONDITIONS OF THE SQ FT FLOOR: 590 SQ FT GROSS TRIPP@HARRISONROYCE.BIZ 8151 Ftp E , � • M # "'� AREAS AFFECTED BYTHESE IMPROVEMENTS. NO ALLOWANCE WILL BE MADE IN HIS/HER BEHALF FOR ANY EXTRA i ' ,. "� ' ' ` '� EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING CONDITIONS UNDER WHICH THE WORK IS TO '"e1(,-r. ' Ge • s, PROJECT LOCATION * 1►'$ BE PERFORMED. PROPERTY DESCRIPTION -i , ,-/-:: +► L 5.THE DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS OF CONSTRUCTION. C5 �2 M ohTHE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. 15025 SW ROYALTY PARK OF PRIMARY BUILDING SYSTEMS . . 46. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS- TIGARD OR 97224 F fie' 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INCIDENTAL DEMO REQUIRED, EVEN IF NOT INDICATED ON ' '„, ^Sa a DEMO PLANS. PAVING & FOUNDATION CONCRETE 8. DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE, AND CENTERLINE OF COLUMN UNLESS BUILDING FRAMING HEAVY TIMBER MAP&TAX LOT 2S110DB00200 - ». � "�' POOL RAILS TO MATCH EX. PROPERTY ACCOUNT#R497377 OTHERWISE NOTED. REAL :} --., ' '""'- 9.THE ARCHITECT SHALL NEITHER HAVE CONTROL OVER OR CHARGE OF NOR BE RESPONSIBLE FOR THE * ,- � •T ROOFING: TO MATCH CLUB HOUSE ,t ;_ __ r CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS ' - -'`_ AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELYTHE CONTRACTOR'S RIGHTS AND TABLE OF CONTENTS RESPONSIBILITIES UNDER THE CONTRACT DOCUMENTS. r t Y , - ' ", .„4„,.., SHEET SHEET TITLE C) 5 NEW FENCE NUMBER a) _ F. ` TO AO COVER SHEET 41/ *: ;� . - ri, 1 ,-.4"-T'' '4.;s111,," 1 MATCH0 _ A 1 PLANS ,.w*� � �: ; � •� � - � _ yONY EXISTING ° - i — . , -.. , r ._ '` t ` CHERRY 10" 'N A-2 ELEVATIONS f ,____--- ,, REMOVE (1)wegii "` Sion ARL.00.040,00• EA 3 SECTIONS ��+�, \ A-3 ROOF PLAN (3) 00 -111(:11. --- REMOVE 12" v \\ A-4 BENTS CHERRY t `\ CLUB HOUSE O \ S-1 SITE PLAN & NOTES C)li4.10 NEW COVERED `\ S-2 PLAN & SECTIONS i DECK , / 1 1 _ / S-3 FOUNDATION DETAILS Cr) i,,, I I , ' -I—I 20 _7 \` , ' 12'-11" S-4 FRAMING DETAILS ...0 VER. 'I EX. APARTMENT ` Cn BUILDING \ - • CD P REMOVE 20" \ , ' CEDAR ` ' ' ED 0 1.-= Li_ /, DESCRIPTION OF WORK — cE EXISTING CONC 0- ,x0 POOL DECK O� NEW DECK WITH A ROOF- •mgc:) Q SPECIAL INSP �- ti�A� FENCING AND A FIRE PIT State of ECTI17l� REQUIRED O NEW GAS FIRE PIT �� N ConcreteOregon Structural Specialty Code 48" TACORA CONCRETE andReinforcm a AUTO IGNITION COMMERCIAL Reinforcing Steel ��� Bolts Installed in Concrete # �` FIRE PIT- PROVIDE GAS SUBMIT FOR FINAL FINISH Spacial Morr:ent-Assisting Concrete Frame Reinforcing Steel&Pr • EXISTING POOL SELECTION COPY °stressing Steel Tendons i OFFICEISSUES& REVISIONS ❑ Sutural Welding CITY OP TIGARD n date by descrip. ugh-Strenght galling FOR CODE COMPLIANCE A Structural Masonry D 05.01.18 TR fire pit ❑ Reinforced . -• --'Concrete OTCs [ ] ❑ Insulating Concrete Fill Pcrmit#: R '�� I y- 4•- � � ❑ Spraygpplied Fire-Resistive Materials Address: 1,111c11 g 5 w J2 n G -t`1 �)c�r I L ❑ Pilings, Drilled Piers and Y 1 Suite#: Caissons By' Date: S'— j j ❑ Shorcrere - - ❑ Special Gradin 9, Excavation and Filling NORTH ISSUED: APRIL 23, 2018 ❑ Srnoke-Control Systems �_ O Otherins CONSTRUCTION pecHons ' L DOCS -e 02. Site Plan CITY OF TIGARD AO Approved by SPlCanning SCALE: 1/8" = 1 ' 0" Date: ,...g_ I — ©HARRISON ROYCE ARCHITECTURE CORP. 2018 �nitlalS• DO NOT REPRODUCE WITHOUT PERMISSION t 7- SLIM BRICK CLADDING - - - - - - -- 1 r r HARRISON 2" STONE HEARTH rrR OYC E r r ,_ , \ \ ARCHITECTURE �✓-�.✓�� �-. \��J / , ' \ LI- r - r -r -�J BENT �� --�� � / ' i '� ` \ TYPE B \ SELECT DECK- SEE STRUCTURAL I 7'-4" X 4'-9" R. O. WINDOW ' �/ \ ! `�coj) � �1 WOOD FRAMED WITH ` \ �j : fi 3.5 " X 3.5" PAINTED / _ --D �� \ ,j !�15G;�R. : �" METAL MESH STOPPPED / \ \ \ o . G INTO THE JAMS , \ Q� (BOTH SIDES) / ' 116:1v 04 / \ tSAl i \ BENT , 0• I i � r TYPE A F � ,� 0 1 0 01 I - - - - - - - - - - -- - - - - - - - - - - I 01 01 01 • BENT m n \ SCORE CONC. SLAB I PENDANT LIGHT UTYPE A (1) 07. Rake Detail CASEWORK I I TROY RLM ____— 06 3 AR16 GU2418TBZ FGG 0 A 1 (1) SCALE: 1 1/2" = 1'-0" -- 04 8' A. F. F. ��\ E) 0 C:1 - I ICE SINK----/° INK I I DRAIN TO GRADE "0 CASEWORK BENT Q— 7 ¶ TYPEA L i [ t CD „,,,, L. (1) - :;„-,..:, EDGE OF EX. SLAB °4'ry 07 -..,,,..f..... ` , Al Al � - � ( � � 01 . Floor Plan 0 2' 4' 8' 02. Reflected Ceiling Plan 0 2' 4' 8' o �`� ...,,..„._„_- SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" c) Co)O © \ © (10 ° 2X10 "�� ...0 0 0 0 CD _ L _ (1) c_cii / \ / \ l1 1-4" , ' \ ,, , , 0 \ . -0 o06. Eave Eetail / SCALE: 1 1/2" = 1 '-0" ' } w 1 12 MM DEKTON COUNTER TOP I 0 < ci.is, COLOR TBD I E 01 I 01 1 i ' ' 'iti law —r— IliV I I 706 WOOD SHELF I ' Al 1 i DOWN DOWN � ISSUES& REVISIONS I ! \ date by descrip. 1,0/ WOOD SIDING I i I I LAP SIDING I- I PAINTED TRIM 9 li /,%f/ { , 4,/, 1 1 X 4 T&G CABINET LINER I 1/2" SHEATHING \ ;� PAINTED TRIM -(� /1 I I ISSUED: APRIL 23,2018 WOOD COL \ // i, CONC. DECK I I / L J h. _. �_ CONSTRUCTION 0� - -_7- DOCS 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" ®HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION . I \ I 1 I I 1 II1 ASPHALT ROOFING TO MATCH EX. - -_ WOOD TRIM HARRISON �,N = ROYCE :_..4011111. 1111111111111110,:::. ARCHITECTUREr___<A4-1:1111114,00, Isox/1)11 ri ' \ • _ r. Go • WD TRIM _- f 41 1i? ,e•• Ni ■1111u1�1111111111 ---- - 111111111'■11111111 111111111 - _ ■111119' Illlllln - 11111111r■llllllu -- Illlllln ■1111111, 11111119 111111111■11111111 - 8 X 8 COLUMN ���������� -- OF ��� ■11111111 1111111■ 1111111111. 11/11111 11111111101111111111 11111111 11E111111 - - 1111111111 1111119 '' - - 111111191 1 111111111 - -- '. mann 11111111 - M111111' 111111111 , 111111111. 11111111 - 11111119 11111119 10111111 19111111 _ ' 11111111 11111111 111111111 11111110 - 111111111 111111111 111111111 11111111 111111111 111111111 111111111; 11111119 - - - 111111111, 11111111 111111111 111111111 111111111111111119 CONC. _....................................................::..............._____ / FOUNDATION Ca) 0 2' 4' 8' ark) 1 East Exterior Elevation (from the Pool C.I0 2' 4' 8' 01 . 02. North •Exterior Elevation SCALE 1/4" = 1'-0" 1.1.0 SCALE: 1/4" = 1'-0" (.11) 1.1. (1.) 0 0I I I , , cn ...., 1,,,,,,,!,,,,,,,,,,, 1 _c ,,,,„ „,,„, ,; , ,, , .. . ,, ,,, , ,,,,,,,,, , ,, „ ,, , , , ; ,, , , , , „ , ,, , , „ ; cm ■ MIMI N CVti (1.) CaC) O _ Gi Q F- 1CC — — Q 0 WO } O ta < COI --- CC 1■1111111 11111111 ' ______ ■1111111 11111111 ■1111111 11111111 '01111111 1111111 _I 1111111 1111 - uuuuuu.1m1. ,• • 111111■1 111111111 - - 11111111-----.1 111111111 111111111 111111111 - ---��1111 - . 11111119 1111111■ 111111111 ISSUES& REVISIONS 111111111 1■ - -- -- 111111111 1111111■ - 1 - 1■u11� 111111111 111111111 1■ 11111119 111111111 _-_- nummtnimmi date by descrip. - ' = 111111111 111111111 __ -- 111111111 11111119 111111111 111111111 _- - 111111111 111111111 111111111 111111111 __ - - - 111111111 111111111 - 111111111 111111111 - 111111111 111111111 CONC. i 11111111 1001111 _- —_ - - 11111011 11111111 — ------- -- FOUNDATION I - --- — ISSUED: SCALE: 1/4" = 1'-0" APRIL 23,2018 I I 02. West Exterior Elevation 0 2' 4' 8' 03. ( Back)WestExterior Elevation SET TYPE SCALE: 1/4" = 1'-0" A2 -_7 O -a C HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION 3'_9 liii • •r I�,I 1. 11 • I[ ii , , : : 1 ; : : : 1- ,,_ D_%_ , , , , , , ; , i „ „ 1 ! , HARRISON ROYCE ARCHITECTURE 3 TAB ROOFING TO MATCH COMMUNITY CENTER - - <A111)/• 3/8 PLYWOOD -NAILED AT PURLINS ` , J 12 • ; •• •• •; • 1 x 6 BOARDS ..- ..--__ _-„,. , ki RISO 4 R E C� 6 SELECT DECKING - • Ga -- ,.. etlz.0 F a• BENT A [ II11h1II111T1 0 1 - - ' _ — 41-4111 ...:.."..............m....[,. ,:1 i -- ' ` - I 2 - -I _ i i i CO -- - .50:ri mm • 0(III) 8" NICHE 1 11 0 • _ i 3-0 .' PROVIDE 3'-0" -_ip - .�� � , _ POWER t I �? &CATV - - "0 ti• (Ii) - 8X8COLUMN I lai) �\Wan���■• iro - rn O --- EXTERIOR GAS FIRE _ _ PLACE I \ISERT W/ I GLASS COORS I 10 I I Zi) NAPOLEON GSS42CFN - I ' "Co Cin t 11 I `I\ I I 1 1 I 1 M 1..0 �� , I I I 1 i N� I I I I I T 1 I 1 I CD Is\ / (I) CCa)11'-4" 1 t 1 ( i' / c I I I I o I= limis ccY I I - -J � I I 0 2' 4' 8' O � BuildingSectionFire Place Elevation 0 2' 4 8' 0 02. cc SCALE: 1/2" = 11-0" SCALE: 1/2" = 11-0" Lm. 0) N�A O ISSUES& REVISIONS A date by descrip. /p:= a•-- o::V&- o. .L- .;(%;-:_\/.16:±- 6.-- o-: 6- :o°':•L10.__V- a.-moo-:e& `:-0:(_4-9::.0-"A?:-.0:(__H: � -a: - ?:• Q•9.- :-0:y-V3.:-.0:(____H: •p-Q.-p - a:• .Q-pQ.-0- p:-- - 'o-- :c - - -.: : :c .o :-c. - FLOOR SLAB :bc-:o.o cam°.:o•ob°.o'oA y-:o J n , ( c;)-'1.4- .. a• .1 .o--.V0:•.:Q• •t, .0--.- . MIS: - C.--YQ-- :L - CYo-°j FOUNDATION WALL:: - `. ISSUED: APRIL 23,2018o: - o': oa':: SET TYPE A3 ._ 03. Ed a e of SI a b @ HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION SCALE: 3" = 1'-0" _ -_,-,!"_-_,_:;_____ HARRISON ROYCE ARCHITECTURE BOLTED STEEL PLATES - BOTH SIDES . <AIII) 1114?..A • . • ; . 8 X 12 . • RISCNR, • ;44:: •• • . . OF . ifiT14,...:4j, __,..iiiimmiiiiiiiiiiiiiiiiiim..._. . • • . . . . . . . „....iiiiiiiii • • . . : : . . • • • • . • . • • • ••• • • • • • . 0 (1) CI p (1) 8X8COLUMN 1 a) 0 0C/) .4—• ...0CD ■ . , ON Q1 CC I 0 2' 4' 8' cr 0 2' 4' 8' 01. Bent ..A.. 01 . Bent " g �� �. Y O ¢ SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" in 0 3..... 6 cn N O N ISSUES&REVISIONS Adate by descrip. ISSUED: APRIL 23,2018 SET TYPE : A4 ©HARRISON ROYCE ARCHITECTURE CORP. 2018 DO NOT REPRODUCE WITHOUT PERMISSION - -__=-_-=_-_-_=-_-_-__=._-=-=.z ------- - -- ----------------- ----------------------------------- -- I:IIF I 14'====41:1 ====_. jj PLANS, SEE ® < ® ( ;! il ild {r r'.. 1.-t".7-,,7\s%'''' \\ EXISTING COMMUNITY CENTER {.I • EXISTING GRADE ABOUT iii` % \ \ I' I I I{ , ..,,_ 5'-0' LOWER THAN POOL j/ \\�\\ �'!'I i. 11 I GRADE ' • \ t*E ' /\�, .I 1 1. , 1 ; \ ,__...........:::„...,__ , , I ; I. LE -)G \\ ; \o';------5 ' ' 1 : 03C 2 " 111:' 39 PROF8 jI?i ���- \ Ld 12,187 _: n . I/ `; -.'1`-POOL EDGE , \ I �i OREGO ' /,''' \ ' \\ / /7 FOOTING /\,, \ I.'till'I ✓L� 9s� /,/// \;�`� /�' /,�'' \ \ 'I t`--------- - -- ✓Dye 15. ' �`�� //Y \ /;;/ /„ „ \ I----7-7==.7.=.7---.==.:_=� . NORO / \'. /11§ ' 0'1/ POOL RETAINING WALL '' \ ��' //' % -/' \ \ i EXPIRES:12/31/18 1 PI�� - , " i i"_ ,,'%' ',, S\ ,'/ ' '9'N ' ---,-/ , / \ \ i \ \ `•,,, �, \- - - - - - -� \ \ `\ ;,\ `\,,, \ \ \ ‘�------------ 'N 1i .. \ s \\ ',\ EXISTING POOL \\\ \ \ • (r) \\'• \ \ ss• (1) '5\ ss,\ • :\• J I 0 \s _-..-) ) . ,_ �\ \ '\ ',\ \ s‘x ,_._ .. , , 73 \\\_ \ _\_ ss1,. ____„,_ , . . .„-____, 0 L... 0 SITE PLAN 0 1'= 10'_0' > O GENERAL STRUCTURAL NOTES CONCRETE WOOD FRAMING 0 1. Average concrete strength as determined by Job cast lab cured cylinders at 28 I. All lumber species and grades to be as follows: DESIGN / CONSTRUCTION days (plus increase depending upon the plant's standard deviation as specified a. Joists, beams and stringers _ Douglas Fir-Larch No. 2 (c)=-L+2) in ACI 318) shall be 3,000 psi for all uses. b. Beams 4 stringers 6x 4 greater Douglas Fir-Larch No. 1 (DF-L n) The structural design and documentation are based on the 2014 Oregon Structural 2. Minimum Mix Requirements: c. 4x posts Douglas Fir-Larch No. 2 (DF-L n) Specialty Code (OSSC). The structural documents are to be used in conjunction with a. Slump: 2 to 4 inches. Deviation from design slump +I/2' to -I'. d. Posts 4 timbers 6x 4 greater Douglas Fir-Larch No. i (DF-L 1,1) (1) the architectural drawings. The contractor is responsible For coordination of all b. Air Entrainment: Per AGI at all exterior slabs. e. 2x4 studs Douglas Fir-Larch No. 2 (DF-L n) +M, documentation and is to bring document discrepancies to the attention of the c. Admix: Water reducing admix (Pozzolith or equal) for all slabs. f. Studs 2x6 4 greater Douglas Fir-Larch No. 2 (OF-L n) architect / engineer for clarification / direction. d. Aggregate to be crushed rock g. Top and Bottom Plates Douglas Fir-Larch / Any Grade imeC e. Sand Equivalent to be void of organic materials. h. Sills, ledgers, plates, etc. embedded in or The stability of 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 4. Provide control Joints in all slabs ongrade at 15'-0' o/c each waymaximum unless T. Bucks blocking , bridging 4 mist_ DF-L "3 or Hem Fir "3 CD contractor is reponsible for temporary bracing during construction. J g g otherwise shown on plans. 2. Steel connectors and fasteners in conact with pressure treated wood are to be a DESIGN LOADS 5. Sleeves through slabs for mechanical lines shall be fabricated from standard effectively finished (Zmax, HOG, etc) to resist corrosion. N 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 a) in addition to the structural dead loads, the following live loads and design criteria noted. washer. w 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. Nails called for on the drawings o Roof: 25 sF concrete unless effectively coated, are to be common. WOOD SCREW ALTERNATESo Floors: 100 psf 8d 0.131'4 x 21/2' "6 x 21/z' m.135+ Q REINFORCING lOd 0.148'4 x 3' "S x 3' 0.1644. (D Wind 120 mph (3 sec gust, VuLT) 1. All reinforcing steel for concrete to be grade 60 (grade 40 For ties) and shall 16d 0.162'4 x 31/2' 010 x 31/2' 0.190'• ~ Exposure B conform to OSSC standards and ASTM A615. . gnotching of' Joists not allowed. 1' diameter hole may be drilled in the 5Cutting and cc 2. All welded reinforcing steel shall conform to ASTM A106. center 1/3 of the member depth. All other holes to be approved. a Seismic Occupancy Catagory II 3. Fabricate and install reinforcing steel according to the 'Manual of Standard 6. Sheathing to be APA rated with exterior glue, nominal size as noted on the 0 Site Class - Ddrawings. Install roof sheathing with face grain perpendicular to supports and Practice for Detailing Reinforced Concrete Structures' ACI Standard 315. Seisimic Design Catagory - D 4. Provide 2'-0' x 2'-0' corner bars to match horizontal reinforcing in walla and stagger end Joints. in Qo Ss = 0.956 St = 0.420 footings at all corners and intersections. re SDs = 0.112 Sol = 0.442 5. Lap all bars in intersecting footings 2'-0' or 30 diameters, whichever is greater. co GENERAL co 6. Splices in wall reinforcing shall be lapped 40 diameters. L0 1. These notes set minimum standards for construction. The drawings govern over the 1• Provide two "4 continuous bars at top of all walls unless noted otherwise on plan. o General Notes to extent shown. 8. All welded wire fabric shall conform to ASTM specification A-185. 2. Contractor shall verify all dimensions and conditions on drawings and in the field. a. All wire fabric shall be supplied and laid in flat sheets and shall be chaired #03015 3. Shop drawings shall be required on structural steel and shall be reviewed prior to 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: 11. Electrical conduit shall be placed near center of slab. Restrained Retaining Wa l l 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) Coefficeint of Friction 0.35 9 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual Passive Soil Pressure 150 pcf (equivalent fluid pressure) of AISC. 2. All footings to bear on firm, undisturbed soil minimum 1'-6' below final grade. 2. All structural steel to be A36. Notify design agency before proceeding if any unusual conditions are 3. All welds to be made by Certified Welders to AWS Standards with E1OXX encountered in the footing excavations. electrodes (stick or hardwire). 3. Structural fill shall consist of clean, well-graded sand, sand and gravel, or crushed 4. Bolts to be A301 unless noted otherwise. rock. The structural fill shall beplaced in loose lifts not exceeding8' in thickness 5. All structural tubing to be ASTM A500 Grade B fy = 46 ksi. ISSUED: 18 April 2018 and thoroughly compacted to a dense, non-yeilding state. 6. All pipe to be ASTM 453, Type E or 6, Grade B. 4. Bottom of footings shall be stepped from elevation to elevation at 2'-0' 1. Do not oversize drilled or punched holes with burning torch. SET TYPE PRICING SET horizontal to 1'-0' vertical steps. 5. Do not excavate closer than a 2:1 slope below existing footings. DETAILS 6. Clean all footing excavations of loose material by hand. DRAUING INDEX SiEn CI- Site Plan 4 General Notes SI o- 52 Plans and Sections ' - 53 Foundation Details 00 54 Framing Details a N °_ ' _ ICHA RRISON ROYCE ARCHITECTURE CORP. 2018 N ■ • I DO NOT REPRODUCE VNTHOUT PERMISSION n v, ¢ VIII/ 11-2i' 4 1I-114' I 101-1' h11' 11Ii , 1 1 1 TYP El IIZY .1 R. A r' _ �� 1 _ -t------ -- _ DRAWING NOTES 1 1 I I r 1. C.J. CONTROL JOINT. SEE PLANS, DETAILS, AND ARCHITECTURAL 6' [, ' O O \ C • DRAWINGS FOR ADDITIONAL INFORMATION. . cel © 1 / - C / I \ t I © 1 _ _ L. - - 4X8 - .. - � _[ 1 ,— ® - ... ®M_ T_ �"T KEY NOTES • // 1 1 1 I N , , -xr _ r-- --� / -� TRUSS r- 1 Q —� J `'� ❑1 3/e' APA RATED (32/16) SHEATHING. ATTACH SHEATHING W/ // I -_�, / / © \ 1♦ 1 �-- \\� --STEP, SEE © ri ® Sd x 111/z' 06' EDGES, Sd x 111/z' 012' FIELD. ALIGN NAILS W/ 4x3 FRAMING. TYP / / ® I \� f ® ,� ® 2 2x6 T4G DECKING. ATTACH W/ (2) x'10 x 3' WOOD SCREWS AT EACH TRUSS. / / TYP ,�+� 1? ❑ .ter / . , "" / I �''.•/ \ I lry� +? ® 4' SLAB ON GRADE. PROVIDE "4 024' o/c EACH WAY (CENTERED). OD PR / / •� I ® SIMPSON 'HSULC210-2' or 'HSURC210-2'. AT LOW END, SEAT BEAM IN �S 'cto I N EER /D./ // 1 / / © U © \��` . 0 HANGER AT HIGH END, BIRDSMOUTH BEAM TO FIT HANGER (RADIUS 1 12,187 9 / \ CORNER, DO NOT OVERCUT). /�' n lit ,_1___T__244—__—_7! - _ 1 © TRUSS © r7 \____i_,____ L_1' ❑5 (2) .4 CONTINUOUS BETWEEN POSTS, RUN THROUGH CONTROL JOINTS. OREGO.___.;---7---- t 1- ' I6 2x6 016' o/c (MAX) STUD WALL. SHEATH W/ ' APA RATED WALL 0y 75' �� I ® ❑ I/2 © ©( I I SHEATHING. NAIL TO WALL STUDS WI 8d 06' EDGES, 8d 012' FIELD, BLOCK N E. NOR1)\ I C.J. ( I t ALL EDGES. ATTACH P.T. SILL tE WI V. x 10' A. BOLTS 032' o/c, (2) cv II I ANCHORS (MN) EACH WALL SEGMENT. 1 04x3 (FLAT) 016' o/c EXPIRES:12/31/18 I 4———TI ( 1 SIMPSON 'HDU4-SDS2.5' HOEDOWN WI (10) SIMPSON 'SpSI/4x2/z' SCREWS *DBL 1 I © F.T. 8x8 POST, I I 0 1 O STUD (MN). PROVIDE SIMPSON 'SSTB16' ANCHOR AT FOUNDATION. IV ® TYP _L_t---- ( ) LOCATIONS --- rt� i--, TRUSS r-� O SIMPSON 'CMSTC16' x 41-0' STRAP WI 8d 03' O/c. LAP STUDS ABOVE 4 BELOW --� -, --I __ HEADER EQUALLY. AI — Ark ®SIM I '\� © SIM y ,� m U ) ) 11: ( TRUSS AI 1) - --,------1---611 -I-H-1 - - - 1 - -©---1 — — - - — — —+ , -4 ______14 ___il \\ '' r_._ ) __ _ ____ ______ _ . __ 12 "0 CD 1., 4) FOUNDATION PLAN ROOF FRAMING PLAN CD i/4'=11-0' I/4' 11-0' _ _ 0 _ . (...),s--,, , 14-11, ...0(/)1 1 d I I onor lar ' 0) X12 (D N a .,---1-00% 12 1 I f. -- ----NT-1_ 6, U ICY ;-• -4"1.'°''r.°'..°*r• • U Ell 60111 = iii 8x12 © 61111 .-� 8x12 8x12 1 CI 8x12 SIM '" 8x8 8x8 �►i `—� v ;4 v O O © _ — ii _ •• 4x8 Iv r- 1- - ;4 1 —�2b © 1/z' (MIN) ROOF SHEATHING 2x6 (MIN) 024' (MAX) O a . RAFTERS —J 2.6 8x8 © 8x8 12 -CD Q WF 4T •-8x8 POST / 8x8 POST—I' n N 0 el TYP 4x8 __ #03015 8x8 POST ' •-8x8 POST I ISSUES&REVISIONS • 1Z, ® O ii.- 1__ _ O _i_ T.i -- ----1 — . — — _-- _ — a \\�/ Z 1 I _ N s I ISSUED: 18 April 2018 SET TYPE PRICING SET } DETAILS . ,...;:.c . ., _ s k '. . . . . . . . ... . . :..-:..-:f.. .,-:-::,: a. nr 52 a c o- :- r7 0 . o . 00 SECTION 4 SECTION SECTION N N I/4 I=11-01 (�� I/4.=11-0l 1/4':1'-0' © HARRISON ROYCE ARCHITECTURE CORP. 2018 o N a 5 DO NOT REPRODUCE WITHOUT PERMISSION N 0 Q NOTE: SAW CUT SAME DAY AS POUR - CARE IS TO BE TAKEN IN - - • - TIMING THE SAW CUTTING OPERATION. IF THE JOINT IS CUT TOO SOON w (2) *4 CONTINUOUS---, THE CONCRETE WILL UNRAVEL AND IF CUT TOO LATE THE SLAB WILL ., • - BETWEEN POSTS ALREADY HAVE CRACKED. f Y 12' 9,• •'a a`x ..." . • i _ x624' o/c I --I R. A (E) CONC SLAB CONC SLAB •-.a - eURKE (O QUIV.) I ST I� 7 ,...__51'4 DO NOT RUN REINFORCING R E ZIP STRIP �y\/i� \//\�\i��/\\/�\ \\/\\/� \\\ \�i�\_ " t' " '': . :. or /a SAW GUT JOINT \/�/��\ \ //\////\/\//////�_•. . �" THROUGH JOINT, EXCEPT ��,�0%�i>i �i\\i��i��r a. i.. l,- ------- -- = WHERE SPECIFICALLY NOTED I ./,/�r,,r, X T- '' Vcp,C).o?,-'02,-'° -ooi00O 00°C)^ ��'o°° o o \ I REINFORCING - SEE PLANS •2�-0. •: d •e.: _. ' )o 000 000 00 DRILL 4 EMBED 41 4 • 5°�°0°°�°oCPo COMPACTED FILL ~. 31. : . , . i L .. ,rp • f:' • K •yx • .. '•� . *4x /.: Uo Oo°-- OIJo'✓000 - r pp o1, ol�60- °Uo up'°0, ♦ ' e' .r o Ooh° �O�o Oo� �p°Jo 00 lJ ° op i ° ll O o 00 000 p o Oo 0. ° ° °0 I • (E) FOOTING dodo oo0°00°ocO°�,°o 00 00 C,°°C�'°o�000° �C�°°° -, 2 -0 ��y,y-,y�v� -V,/, 9� .V,y �, i�� .(//v,„ w� MATCH FOOTING FOR °5Q� EQ' _ J.. ,iii... , //i�/��i�\i��i/\i�\i/�i��/�;i��i��i�� \i/;r, NUMBER OF 4 BARS * f---. .: : •-.- . \\ /x/, //,//,/,, ,,A,A,i/%�/',/"\.\ VAPOR RETARDER: I . : _ : ': : I SEE ARCH'L DWGS. b' •x i_____�. _�.: .J FOOTING BEYOND ���D PROFFss •; ... ,._. -z-) 12,187 y SUBGRADE PREPARATION TO CONFORM •.` '' " '� 10 ii 1 TO ARCHITECTURAL REQUIREMENTS.Igo '. s .t. � FOOTING ,,G OREGO 0,, ..DETAIL TI:ICAL S.O.G. DETAIL 1 )ET�4IL 15, t9 �O 1''1'-0' 1'=1'-0' tiN E. NOR)\'\ i EXPIRES:12/31/18 1 HEIGHT 'H' 'WIDTH' 'tOE' 'D' LONGIT. GONG SLAB 4 4'-6' 3'-0' 6' 10' (3) *4 1}' CLR- 1........-Dio-070, " -.` ... �' -,,, ...;,-;...• t 3' �FDOt(NG I 1:r. - irk 4 -6 < H 45 -6 4 -0 9 10 (4) *4 .., °..:1; ,3 —SEE' . . . : . i Ooo o . .1 :lIv5 -6 < H <6 -6 SEE (5/S3) oCp° °o.;, 0600C�o0.0%00'oo„°°O.,-,i I ;A0o ° °poo° 0000 000 000 0? 'il.. .-:.,7 P I:',,1; 0000,,p000p0 _,.n00o COMPACTED FILL 1 -THfN VENNER, *4 x EACH SIDE— ' "• ; .,- r • ` rSEE ARCH'L DWGS GONG SLAB � 12` �4- • 1i' CL — , 1.:.•:;• : :; , ••:', , ,::.<. o 24' --WALL SHEATHfNG �`►� r; Y 1 -`: = T.+--DIY., 1 :V•^rY+- I -"•H 6:- ; �^. • .�2x WALL STUD • / • ,,:,• 0 000 opo°ca0 6.0: 0o�oOCToOvo,. 4 X :� X24 o/c - t �Q '"" p',�p'o C�°off°odoo�ood'°oo 000 000°on ' N slP•T. 2x SILL 1E W! .• . ,. J000 000 000 000 0p0 n `: 0 : °oC�'o�°o�oo�n°� LONG SLAB 4/1 °'/e'� x 12' A. BOLTS HSS 8 x 8 x 025 �',..t.: _� 000 000 COMPACTED FILL . (1) o�'°oc-0°c ,,. :::r:° :.. ::1:5f .' }. ,,4'.',, ,,if..:. .. •. `aiitii rirai•i t"i 3: SPLICE AS OCCURS-4,...,1 ROOFING 2x6 t tCx DECKING ROOF SHEATHING /i lig. 8x12 CHORD ROOFING —I R. A 2x6 TEG DECKING ► °/ a, ROOF SHEATHING ROOFING 8x12 CHORD 11115:, ROOF SHEATHING ' ' '► �/�' �,, 8x12 CHORD 2x6 TdG DECKING 8x8 WEBS �" 1110. 2x6 TTG DECKING ��� �� ,...004cor„."--11": / / o o ° ("44. • ROOF SHEATHING (2) 6d EACH BOARD � �'/ o� ° ° ° o ° ° o o _ - � i-(2) - ! �r/ e'" / 8x8 WEB o SEE � � o o ° o ,� (�J o� SEEAil\ / / ® al?... o ° S3 • W J -°- Vo" o o W/ (le) 54,10 M. COLTS 2x6 TSG DECKING-) �--(2) 10d NAILS EACH N W/ (13) 'e'� M. BOLTS ° ° ° o ° SEE � V. 0 • SEE 10 11111 BOARD. ONE FACE o ° o o ° o NAIL, ONE TOE NAIL --SEE ° It WI (12) 543'0 M. BOLTS m 8x12 CHORD 0 0 W/ (24) 548'0 M. BOLTS W W/ (s) 5/6'm M. BOLTS 8x8 WEB �J PROF, .Ji 5' j. .EQ W C��0",2,Neel /a 7 4 Ilia' -8x8 POST n , CHORD ', oREGoi- or 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL DETAIL <Y ,5. ,9�� 54 "/z' 1'-0' 54 I'=1'-0' 54 I'=1'-0' 54 I'=1'-0' 54 1'=I'-0' Oyti E. NORIC°. 1 EXPIRES:12/31/18 ' 121,1 4fir- �'' " � k 6� 12 / / ;, %' fiEEACH SIDE _ j), - ''' 14' eEACH SIDE /, 0' /7.,--- m 6 � � ��a' 1E EACH SIDE 6 � 6 s C.) � .. �_�� � 2b �— J-�®---®".. .... �; �: - .. .. _. _ _ . ,y /' — /' 1 71) "1 ICS 1!-:::::-.......-__ ..'� Cr) Cl ar) rl/4' fE EACH SIDE m �/ / `p -. `p — tiI �' '`� . ll =xvin v `'' CO -14. IE EACH SIDE -H 1 1 cr ' 2b L— T __►2.6 r �` Vi, 12 �� `nar 2b t— I I I I �- - I n1 I I I 1 -" 12 •N ,1i' 3' 3' 3.58't 3.58't 3' 3' 1i' 1 1.10 —, I Ili'[ 14.0"1't 3' 3' Ii' 4, I _ )r �r �f r �r - �r � i(Iii, �4 l�'. 3' 3' 14.15't 14.15't '. 3' 3' i�', 2'!'?' . 14I1 ) Jl 1 �(irldIf ,I?)( 3' 3' 12.41't 3' 3' l '. r r (1) Lim 6 DETAIL -i DETAIL S DETAIL tB DETAIL 10 DETAIL Q) 54 '''2'2'1-0' 54 '''''=''-O' 64 11/21=11-0' 54 "/2'zr-0' 54 "/21=11-0' >0 EQ1. ', 2' 1i'. .EQ (14) 54.0 M. BOLTS- I m o (f) '`— I 12 2br— v=111/�v=111/ 1 NAC 1 - �_. I it Q �r `r %' iEEACHSIDE (1) 0 rn - - ' `-8x8 WEB O ce I 0 7,1.-------11'11 � 4' 3' J 3' 1i' EL' -S-N.'r—---t-lt ' 0 8x8 POST ct OLf:t POST r•O >E1- 11 11 DETAIL 54 '''z' I'-0' a u� #03015 ISSUES&REVISIONS ISSUED: 18 April 2018 SET TYPE PRICING SET DETAILS M Q X o _ o I U 0- N E r0i © HARRISON ROYCE ARCHITECTURE CORP. 2018 0 DO NOT REPRODUCE WITHOUT PERMISSION T I