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Plans (12) BU P2018-00156 OFFICE COPY VICINITY MAP: PERMIT JURISDICTIONS: PROJECT SUMMARY: ISSUE LEGEND it vIlt- - - . - ' .-7 ' - -- ' ' • 05-15 2018RECEIVEDS E A PERMIT SET -' "` - x I ' 1:-.::. BUILDING: CITY OF TIGARD PROJECT ADDRESS: THIRSTY LION PUB & GRILL --.;,% '.,-',:-,'.:':., - , *.,,,a, ,_4,i. 1- , - - : - -ii ,� � . � ." - I „ -:..�.� ' . '� COMMUNITY DEVELOPMENT DEPARTMENT 10205 SW WASHINGTON SQ RD L.U.-- 1-(j) MAY 2� 2��$ 3. $... �[. ' .. _, 13125 SW HALL BLVD TIGARD, OR 97223 I- ,f - :. . � G4TY OF MARC �" �' _ :_ _ �_ ��; TIGARD, OR 97223 � a �' _d. .� "';. f TEL 503-718-2439 SCOTT EDWARDS ARCHITECTURE LLP . LEGAL DESCRIPTION: WCTM 1S135BA, TAX LOT 100 1i1NGD1! : . THIRSTY LION - PROJECT LOCATION 'llf--:,..-7.' �" ' PLANNING: CITY OF TIGARD co 0 2525 E. Burnside St., Portland, OR 97214 ;ix., .-,,i-,,,,, COMMUNITY DEVELOPMENT DEPARTMENT PROJECT DESCRIPTION: ENCLOSURE OF EXISTING 1700 SF 1- phone:(503) 226-3617 www.seallp.corn ... 13125 SW HALL BLVD PATIO WITH NEW ROOF STRUCTURE; PATIO SHADES & STOREFRONT o SHEET INDEX • • TIGARD, OR 97223 I • TEL 503-718-2439 ZONING INFO ARCHITECTURAL DRAWINGS a �fm. MUC- MIXED USE COMMERCIAL DISTRICT " *; °' (USE APPROVED PER CASE# MMD2017-00005) 13 �� ' ' CITY OF TIGARD 0 CS COVER SHEET 1 CODE SUMMARY 1 INDEX A . O r FIRE: ' ;, : COMMUNITY DEVELOPMENT DEPARTMENT ¢ . Xt.-4'--:,.- 5. : SP (E) SITE PLAN 38?7 �- . i " BLVD PARKING: NO CHANGES Al DEMO PLAN 13125 SW HALL �.., .0 �; t ,SC: " � _ � � R � � � ��. � , TIGARD; OR 97223 TEL �_ �� i,','2 °.,•1-:--°1-- � J TEL 503-718-2439 • A2,0 FLOOR PLAN _, 144wiiiiiiilAir CEILING PLAN � ! - �• .." af'D'fs - -�l/�' �;•Y i'b .^ p,.` '.'t '` '� : f • PORTLAND, }� ri'i j0�a^ A4.0 ROOF PLANCST . '' - : , ;' • A5.0 ELEVATIONS x O/� OF CYsb' s' • A5.1 SECTIONS & DETAILS �, - T f„ i il DIRECTORY: CODES: /C Gj 0 CODES. digitally signed by Sid Scott ,-,'. ,,,:- ,, , ,:,.- t _. �iQQ 9: ';. .„4:.. At.. Date: 2018.05.14 14:38:08-07'00' #`' ; : k OWNER: CONCEPT ENTERTAINMENT ARCHITECTURAL SCOTT/EDWARDS ARCH. LLP t W •' e a BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) STRUCTURAL DRAWINGS ' 7 * ' 829 SE 9TH AVE. 2525 EAST BURNSIDE � _ ...... ; :, , * SUITE 201 PORTLAND, OR 97214 MECHANICAL CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC)- CHAPTER28 W � ' PORTLAND, OR 97214 TEL: 503-896-5354 .40_, ,, FAX` 3 Yi ` " S100 STRUCTURAL NOTES � _..'= ': �� ���p � ::. -' r� _ >� TEL 503-236-2696 FAX: 503-226-3715 _ °�`' i::: Q '* -. s PLUMBING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC)- CHAPTER29 a , '�� 1 : .,. ':; �, U .. ., FAX: 503-221-2152 ATTN: MITCH STAUBER • S101 SPECIAL INSPECTIONS Cr " ATTN: JOHN PLEW JEFF HAMMOND f �" • t :, -. " ' ELECTRICAL CODE: 2014 OREGON ELECTRICAL SERVICE CODE (OESC) • S200 FRAMING PLANS & DETAILS ' I +� , '` J i FUEL/GAS CODE 2014 OREGON MECHANICAL SPECIALTY CODE ( MS ) 2. CONTRACTOR: SHORE CONSTRUCTION INC STRUCTURAL: NISHKIAN DEAN �'� '- �' £ PORTLAND, OR 97202 1022 SW SALMON STREET ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) : =` * E a : '� <4 , TEL 503-314-7380 SUITE 300 0 0 JA .. . , � :* ATTN: SHAWN SHORE PORTLAND, OR 97205 (OFC) A = '` FIRE CODE: 2014 OREGON FIRE CODE OFC -� " TEL: 503-274-1843 2Sfq tl11 Arir. re.1 FAX: 503-273-5696 ATTN, MARK SANTA MARIA • �. NATHAN HOESLY 1) 1 NORTH m 10205 SW WASHINGTON SQ. RD TIGARD, OR 97223 NOTE:MAP NTS BIDDER DESIGN & DEFERRED SUBMITTALS: UTILITY PROVIDERS: CODE SUMMARY: 2014 OSSC PATIO ENCLOSURE CONTRACTOR SHALL PROVIDE DESIGN, ENGINEERING, FURNISHING AND INSTALLATION OF A COMPLETE, FUNCTIONING SYSTEM(S) BASED ON THE GAS: NW NATURAL GAS SEWER: CITY OF TIGARD SECTION: ITEM: VALUE: DESCRIPTION: SCHEMATIC LAYOUT SHOWN ON THE ARCHITECTURAL DRAWINGS, DESCRIBED HEREIN AND IN COMPLIANCE WITH PREVAILING CODE. THE 800-422-4012 718-2591 CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL ORDERING OF ALL DEVICES AND FIXTURES TO ENSURE PROPER OPTIONS, ACCESSORIES AND OCCUPANCY. OCCUPANCY (A-2)ASSEMBLY OUTDOOR DINING CONFIGURATIONS. CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS REQURIED FOR SUBMISSION TO, AND APPROVAL SECTION 302 OF ARCHITECT, OWNER, AND GOVERNING BUILDING DEPARTMENT. ELECTRIC: PORTLAND GENERAL ELECTRIC WATER: CITY OF TIGARD CONSTRUCTION TYPE: CONSTRUCTION TYPE TYPE V-B ROUTE DOCUMENTS TO THE ARCHITECT FOR REVIEW PER 2014 OSSC(DEFERRED SUBMITTALS). 800-544-1795 718-2591 SECTION 602 PROVIDE (5) COPIES OF BIDDER DESIGNED SYSTEM DOCUMENTS. EGRESS: SEE EGRESS PLAN THIS SHEET. PATIO EGRESS PLAN INCLUDING PATH OF UPON COMPLETION OF REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING SECTION 1004.1 TRAVEL TO EXIT, RESTROOMS, TELEPHONES AND DRINKING FOUNTAINS DOCUMENTS TO PERMIT AGENCY FOR PLANS REVIEW AND PAYING ANY PLAN CHECK AND PERMIT FEES REMAINS THE SAME PER THE 2010 PERMITTED BUILDING AND PATIO 1. MECHANICAL ACCESSIBILITY. ALL BUILDING COMPONENTS SHALL COMPLY WITH REQUIREMENTS OF THIS 2. ELECTRICAL CHAPTER 11 CHAPTER. 3. PLUMBING 4. FIRE TABLE HOOD AND HOOD EXHAUST/FIRE SUPPRESSION SYSTEM AREA OF PATIO ENCLOSURE IS FULLY ACCESSIBLE PER CHAPTER 11 5. STOREFRONT SYSTEM 6. FIRE SPRINKLER SYSTEM MODIFICATIONS* FIRE & LIFE-SAFETY EGRESS PLAN 7. FIRE ALARM SYSTEM MODIFICAT€ONS* 8. SECURITY ALARM MODIFICATIONS * MAY REQUIRE SEPARATE PERMIT FROM FIRE MARSHAL'S OFFICE. ASSEMBLY USE ASSEMBLY USE OVERALL OCC', A2 OCC: A2 EXISTING OV FIREDEPARTMENT GENERAL NOTES. AREA: 69SF AREA. 76SF DIAGONAL-125'_0" / FACT. 15 FACT. FIXED LOAD: 5 LOAD: 10 FFFF ' r - 1 THE REQUIRED FIRE SPRINKLER SYSTEM SHALL BE EXTENDED. ALTERED OR AUGMENTED AS (E)MECHANICAL r/ ), - 4E31 NECESSARY TO MAINTAIN AND CONTINUE PROTECTION WHENEVER THE BUILDING IS ROOM BREAKRoaM �- - r? '� 1114 JE I �Ii aREA - �� Ei�II i ' f ALTERED, REMODELED OR ADDED ON TO. (IFC 901.4) ® 1 STORAGE USE _ E 1109 1 - DINING I •41' AREA 2. A FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM SHALL BE occ S2 � -' SCIUL 3E1RY . / 108 AREA: 32SF UNISEX STORAX _ ® 0 �� 0 000 INSTALLED IN GROUP A OCCUPANCIES HAVING AN OCCUPANT LOAD OF 300 OR MORE. (IFC FacT: 300 RESTRoo ® �� , OFFICE COPY 907.2.1} LOAD: 1 �I Il I 1 I - ' I © -goo COO 000 000 o CM( OFTIGARD 7 0 (E) I 1 PI N 11ZR1Y 1 I [ 11-- REVIEWED FOR CODE COMPLIANCE STORAGE USE 000000000C - O I � Approyedt�J I RIM 118 - >� OCC: 52 -. -- - �. ___ - 0 - i I OTCs " e: [ AREA: 105SF - -- , _Ijo + '-. � 0 ■ �� ASSEMBLY USE RM# NOTES: FACT: 300 STORAGE n 4,- ' , i c OCC 107 4 A��t n� � � + `m GENERAL LOAD 1 (E)DRY O I OCC A2 , " rte{ 1118 I i AR ® ASSEMBLY USE ASSEMBI Y USE I AREA: 1118E RM#, 110 RM#: VARIES FACT: FIXED • (E)KITCHEN / A2- AREA I 1 I LOAD: 16 SWte � in_______ 1 110 I OCC: Az I n ; occ" 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO ANY WORK& SHALL BE RESPONSIBLE FOR ALL WORK& MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. 1111 I AREA: 4408E 1 AREA: 3,4055 1� L j By: Date: - 2-2___i f STORAGE USE (E)WALK-IN ASSEMBLY USE . FACT: 20 FACT: 45 . ,} RM#: 119 COOLER RM#: VARIES / LOAD. 2 I LOAD: 227 • OCC: S2 _-_ 11.191 OCC, A2 \ I - -__._ _ - __I f ' 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWING DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING W/WORK. AREA 180SF AREA: 1,517SF 1 - _ r FACT. 300 FACT: 200 0 0 0 0 0 0 0 0 0 0 0 0 00 ■ I 4 3. ALL DIMENSIONS ON PLANS ARE FROM FACE OF FRAMING OR CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. LOAD. 1 LOAD: s DARING : I ' . f I (E) 1 CI AREA I F PREP AREA A 1706 I D I I 1 'RNs' I 11201 (E) 000 _000 1...%(._10 1..)0 ' 4. ALL CONSTRUCTION SHALL COMPLY WITH THE PREVAILING BUILDING CODE W/STATE AMENDMENTS, AND ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES. ovZrAi _ I �� CITY OF TIGARD ' 1 - 000 000 �� O OOO, I '---il 1 fr! Approved 5. THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, AMBIGUITIES OR OMISSIONS HE OR SHE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY II ) C pp y Planning INCORRECT WORK RESULTING FROM A PATENT AMBIGUITY IN THE DOCUMENTS THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT. r� I �) , 0) / r • Date: `512111i _ ! el </ SII , 6. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE S� D OFE I iF5C1 L �T � - 14 ' + Initials: APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS �l MEN' - C 1-� , ( D Q 0 1� 1 1 RESTRO• WAITING/ ' i� { H tag JA<_I 1Climi HOSTESS 1 _ . �1 l'„' 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR AO [tot I Drawing: l I I EXISTING SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK" C1I HALLL ® I ;' I I i /\ / \\ _„OUTDOOR -ni m E8 ROOM ® • pi I i I , I I 1 102 I 8. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL SUBCONTRACTORS' CONSTRUCTION SETS i� COVER SHEET 103 1 ` REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUMS, AND CHANGE ORDERS, ON THE PREMISES r� e e �� I f ��I ( / "moi AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. LJ J 7- 'v'° "'" ,�/ \ �' .., BUSINESS USE VESTIBULE I �� r ��- ■ 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION. RM# las " I� OCC. B _� �l J1 "i�i ( `� AREA: 151SF "^ 1 M I 10. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A BROOM CLEAN CONDITION AT ALL TIMES FACT: 100 EXISTING -.- _ L .. i ' ,, ' " �--�`� (j� LOAD, 2 JOUTDOOR I -,r I i) (I ' ' I T-J� lL „ L - DINING I- ` nk I t i� `\ 11 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES AND TO COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY LEGEND I I EI im El in M \`, Job No: 17010 MGNIMUMi FOOTCANDLE OF EGRESS I I REGULATIONS. 4' '► `: ( Imo+ ! 1- I `� , I ' as L 12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTIL ALL FINAL LATERAL AND � i �` Date: 05-14-2018 LIGHTING(LED BATTERY PACK I I VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED EGRESS LIGHTING) L` L! - a 0 QEXTINGUISHER-5 ib.UL 2A.10B:C, Sheet No: 12-18'RANGE MOUNTING HEIGHT 13. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL WALL MOUNTED SHELVES, EQUIPMENT, ACCESSORIES, CABINETS. ETC. BETWEEN 3'-6"AND 5'-0"AFF.VERIFY FINAL LOCATION W/FIRE MARSHAL ASSEMBLY USE ASSEMBLY USE ASSEMBLY USE RM#, 106 RM#: 106 1 RM#: 1011102 14. CAULK SHALL BE USED TO SEAL ALL JOINTS OF MILLWORK. TRIM. EQUIPMENT MOUNTING; WALL PENETRATIONS AND FLASHINGS TO PRODUCE A WATERTIGHT SEAL. • EXIT SIGN, RE. ELEC. OCC: A2 OCC. A2 occ. A2 15. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA, AND TO ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT INTERFERE WITH DAILY OPERATION OF ADJACENT AREA: FIXED165SF - AREA: FIXE62SF AREA: 1,700SF FACT', FIXED FACT: FIXED FACT: 15 PROPERTIES. COORDINATE ALL WORK HOURS, SERVICE INTERUPTION, LOADING AND SERVICE ACCESS AND BUILDING SECURITY WITH THE SITE MANAGER. LOAD 20 LOAD 8 LOAD. 120 SITE PLAN NOTES: A. FIELD VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. IF SITE CONDITIONS VARY FROM CONTRACT DOCUMENTS, NOTIFY ARCHITECT IN • WRITING IMMEDIATELY S E A B. ALL SITE PAVING, WALKWAYS, LANDSCAPING AND PARKING IS EXISTING SCOTT EDWARDS ARCHITECTURE LLP TO REMAIN 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallp.com KEYNOTES: D 4 \ EXISTING THIRSTY LION RESTAURANT ` 4t�. 2 EXISTING ACCESSIBLE PATH OF TRAVEL TO PUBLIC R.O W. 3827,OuLaP, S1 N ...., -. p ii, AIL i . O EXISTING ACCESSIBLE PATH OF TRAVEL TO EXISTING ADA PARKINGPlif ; p O EXISTING HANDICAPPED PARKING WITH ACCESSIBLE PARKING SIGNAGEics.v - PORTIJCD. Rr INCLUDING VAN ACCESSIBLE SIGNAGE � < OF Od O EXISTING TRASH ENCLOSURE 'S Digitally signed by Sid Scott O NEW PATIO ROOF Date:2018.05.14 14:38:31-07'00' I 6 - irh : , llll[0 a iqt-I 1Q 10205 SW WASHINGTON SQ. RD TIGARD, OR 97223 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 PATIO ENCLOSURE • I DELIVERY '. " ." i 114,XX-1\ti • • • • me • • • • • • • • li‘' kt 1.514 Milan • • . . ••• •••••••••••••••••:••••••••••• r•-4\i,.V‘i,1 1 - . i 41VVUU , o * . ,• • A TYP Lesti"f — L ENTRY' I I -tt.- - -- =IC In -•-•-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -�---- �%= = SWGREENSI) Nlir 1! ;\ ROAD <`T�\• • • • • • • • • • • • • • • • • • • .1 \ . \ t, r1 ;7� — — — — ___ _� . . BUlLDr 1— J // /� �S�Y LION i •er \ • • • • • NO C �- '—` �1ll i IQ s a.GRILL /A,c--,k? . . . . . . . . . . C.:.:.:.:.:1,111„____:_._____i___=____. _..,_).•.*.'.•.'..".•-•-•.i . . . . . . . . . . . . . . . -. - ------; //4 1 --_______- r • //1 • ' \-V V\-.-::-r\::-VT\-•.\_.' -t\is3 c: / 1117 11/ __..--..--..- .6.j .-1-1:- --"'--"'- \\ -...--...--.-7. 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Date: 05-14-2018 ',',ii 5.378 Sf t• \ \\�\\v- -\ Av . �1• `rt!rr'? , , iit Vii, __— \ +, �-\�L\.-- Sheet No: 0 ENLARGED SITE PLAN0 ED NORTH SITE PLAN-EXISTING (FOR REFERENCE ONLY) ____ SP NORTH 1"=20'-0" 1" = 100'-0" DEMOLITION NOTES: A. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK, S E A CONTACT ARCHITECT IN CASE OF ANY DISCREPANCIES. B. COMPLY WITH ALL APPLICABLE LOCAL CODES AND ORDINANCES CONCERNING DEMOLITION OPERATIONS, RECYCLING AND RESTRICTIVE REMOVAL. SCOTT EDWARDS ARCHITECTURE LLP C. LIMITS OF DEMOLITION SHOWN IS FOR GENERAL GUIDANCE ONLY. 2525 E. Burnside St., Portland, OR 97214 CONTRACTOR SHALL ASCERTAIN THE FULL EXTENT OF DEMOLITION phone:(503) 226-3617 www.seallp.com REQUIRED TO ACCOMMODATE THE NEW WORK AND PRODUCE A CONSISTENT APPEARANCE. D. PATCH & REPAIR EXISTING SURFACES TO REMAIN. MATCH ADJACENT EXISTING SUBSTRATE AND FINISHES. ARC, E. PROVIDE SHORING AND BRACING AS REQUIRED. C.�s ' F. PROTECT ALL ITEMS TO REMAIN FROM DAMAGE DURING DEMOLITION. � F7 1` Si NE .0 G. EXISTING PATIO FURNITURE TO BE REMOVED. VERIFY IF FURNITURE IS TO f I �/ I A BE SALVAGED WITH OWNER. PATIO FURNITURE NOT SHOWN FOR • • CLARITY OF DRAWING. fj›. r p.R7tA��. ,'�R_G `N • 4 H. IF EXISTING BUILDING IS TO REMAIN OCCUPIED DURING CONSTRUCTION, CARE 1S TO BE TAKEN TO MINIMIZE NOISE, DUST, ODOR AND DISRUPTION 4 OF 0 OF OCCUPANTS AND UTILITIES. ALL BUILDING OUTAGES REQUIRED FOR COMPLETION OF WORK TO BE SCHEDULED WITH OWNER WITH 48 HOUR ADVANCE NOTIFICATION. Digitally signed by Sid Scott Date:2018.05.14 14:38:44-07'00' • I. PROVIDE TEMPORARY EXITING AS REQUIRED AND APPROVED BY LOCAL FIRE MARSHAL. J. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING OF EXISTING STRUCTURE AS REQUIRED. % 41 KEYNOTES: '' ,', ,,x;,,,,,, ODEMO EXISTING TRELLIS STRUCTURE INCLUDING BUT NOT LIMITED TO: WOOD ��� BEAMS, WOOD BLOCKING, STEEL PLATES, GAS HEATER, GAS LINE AND 'T / CONDUIT. 0 �/ ® DEMO EXISTING STEEL POSTS, PLATES AND FRAME. PATCH AND REPAIR L_1$1: r V EXISTING CONCRETE SLAB AS REQUIRED. EXISTING BAR O DEMO EXISTING STEEL WOOD/METAL SCREEN FROM TOP OF EXISTING 111 7 %1-11CONCRETE PONY WALL. PATCH AND REPAIR PONY WALL AS REQUIRED. n n DEMO EXISTING CONCRETE SLAB AND PONY WALL AS REQUIRED FOR NEW 0 II II O CONCRETE PIER AND FOOTING, SHADED AREA IS CONCRETE SLAB DEMO. SEE 10205 SW WASHINGTON SQ. RD I k I I 1/A2.0 AND STRUCTURAL FOR MORE INFORMATION. TIGARD, OR 97223 EXISTING 10 X10 WOOD POST TO BE REMOVED AND THEN REINSTALLED. DEMO c _ I— - O TOP OF (5) EXISTING 10x10 WOOD POSTS AS REQUIRED FOR NEW ROOF ' I— — 1-11-1h CONSTRUCTION. DEMO EXISTING VERTICAL STEEL PLATES AND WOOD CORNER PATIO ENCLOSURE GUARDS FROM SIDES OF WOOD POSTS. SEE 1/A2.0 AND STRUCTURAL FOR MORE INFORMATION. D Ell -- ® DEMO TOP OF EXISTING PARAPET ABOVE AND PREP FOR NEW PARAPET CONSTRUCTION. SEE A4.0 AND STRUCTURAL FOR MORE INFORMATION. FITT O DEMO EXISTING BUILT-IN BENCH. PATCH AND REPAIR CONCRETE SLAB AND ADJACENT CONCRETE PONY WALL AS REQUIRED. I __ i O EXISTING CONCRETE PONY WALL TO REMAIN. EXISTING I O EXISTING STEEL BASE PLATE ON EXISTING CONCRETE PIER TO REMAIN. DINING AREA I 1 10 EXISTING FIRE TABLE TO REMAIN (E) CJ I I 11 EXISTING CONCRETE PATIO SLAB TO REMAIN. 1 I 10 EXISTING EDGE OF CONCRETE PATIO SLAB. FILL EXISTING GAP WITH CONCRETE I I ''1 EXISTING WAITING/ EXISTING HOSTESS OUTDOOR DINING 0 102 O 'ROVE L — 114//// Tr - 7 ,t'1//1 1— it I 1 1 1ji 11 11 11 11 /// i4 �1 R n •\ / I I1 11 d// II I 0 1 . m 1I 1 EXISTING VESTIBULE .---) I I 0 1 II I ); i. I m I I U I I II '''1' W ILL Lel 1 EXISTING II. OUTDOOR DNING F L _- �P1t —L J � 1 101 II II 1H I Drawing: 1 _Iil � TYP T © e TYP I DEMO FLOOR PLAN O 14 -..:4.-:_..,-,. - I I I I I I ii; „7 7 =1111 I I . .14L • L - - - - - c -- A, II II ~ ,IS. - = 1up f1 II II II 1\ II I I 0 U U IJ u ©O u u Job No: 17010 —\— L J TYP Date: 05-14-2018 Sheet No: 0 DEMO FLOOR PLAN NORTH 114" A1 . O DOOR SCHEDULE FLOOR PLAN NOTES: DOOR FRAME S E A Z Z REF DR Ct O _O �, 9-1 114 ', "CHEDULE4, A. ALL DIMENSIONS TO CENTERLINE OF COLUMN/PIER U.N.O. CO REF DR `. Z 2 u) U U W EQ EQCHEDULE41 1 B STRUCTURAL: FIRE AND SOUND RESISTIVE INTEGRITY TO BE MAINTAINED IX REF DR 0 AT ALL EXISTING CONDITIONS. Z F- Z IX IX Q a O Q SCHEDULE CC W H = Y = f! = p Z / — C ELECTRICAL, PLUMBING, MECHANICAL, CONDUIT AND PIPE PENETRATIONS SCOTT EDWARDS ARCHITECTURE LLP O 11 p O_ _U Z , 0_ Z O Q W / f,'CO TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL O >- w = 0 Z } O Z Q �_ I j GOVERNING CODE. 2525 E. Burnside St., Portland, OR 97214 o 2 H 0 LI I— 0 LI 1 0 0 LI z \ __� __\.__ _,c._._ u.:Lit rl w - J D. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE phone:(503) 226-3617 www.seallp.com 101A A 3'-0" 7'- 0" 1-3/4" ALUM FACT 1 ALUM FACT TBD T OOO J TREATED D > 0 0 0 0 w w 102A A 3'- 0" 7'- 0" 1-314" ALUM FACT 2 ALUM FACT TBD T QO2 r I E. SEE STRUCTURAL FOR ADDITIONAL CONCRETE SLAB/FOOTING/PIER AND in 1 CO CO FRAMING INFORMATION +34.. co r oz cc TYP HARDWARE� � ! O O a�� 0 0 F. ALL DOOR & STOREFRONT DIMENSIONS ARE TO OUTSIDE FRAME. �`.. GENERAL SCHEDULE NOTES w u_ u_ 3 ?7 • cL o\ Lu Lu G. PROVIDE FIRE EXTINGUISHER AS SHOWN, 1.Q 51�4� G & UTT ` 1. STOREFRONT SYSTEM IS BIDDER DESIGN. MATCH EXISTING ADJACENT STOREFRONT _ s�r •�` ,.--i� SYSTEM TYPE & FINISH. — � —� — — H. RE-PAINT ALL EXISTING WALLS, DOORS, FRAMES, ETC ADJACENT TO NEW f y � WORK. ' f 2. PROVIDE SAFETY GLAZING PER CODE. A PO�Lx1'. B_ O � 3. PROVIDE SIGN STATING "DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS" 1❑ 2❑ I. ALL FINAL FINISHES &COLORS TO BE COORDINATED W/OWNER. r- < PER BUILDING CODE. . CA,,V � DOOR TYPE FRAME TYPES KEYNOTES: Or:J. SCALE: 1/4" = 1,-0" SCALE: 1/4" = 1'-0" Digitally signed by Sid Scott Date:2018.05.14 14:38:56-07'00' - 18'-10" 1 O EXISITNG 10x10 WOOD POST ON EXISTING CONCRETE PIER. t. E EXISTING d' d, 2® EXISTING 6"WIDE CONCRETE PONY WALL. BAR = 4" 1'-1112" 3'-4" 3 1,_0'7„ s / / / // O EXISTING FIRE TABLE. VERIFY WORKING CONDITION. + '4'J Luh p C O �� O O O NEW CONCRETE SLAB ON GRADE. MATCH ADJACENT CONSTRUCTION AND '4..{1.4;-'7',1.1 ::\ ^ ;! FINISH. SEE STRUCTURAL FOR MORE INFORMATION {102A� I IF,O_F. 5 NEW 10x10 WOOD POST ON NEW CONCRETE PIER SEE STRUCTURAL FOR MORE * ,, xi,� O�S o ,� O INFORMATION. / oI ` ilmmir � - T �� o am° � � 'nF.O. F. O NEW6"WIDE CONCRETE PONY WALL. MATCH ADJACENT HEIGHT, sfq N CONSTRUCTION AND FINISH. SEE STRUCTURAL FOR MORE INFORMATION 07 OUTLINE OF NEW ROOF ABOVE. 4D 1 illy .\ t�111r .........: Jr 10' 7" 2' 5" ONEW 3'-0"x7'-0"x1-314"ALUM/GLASS STOREFRONT DOOR WITH TRANSOM ABOVE. 10205 SW WASHINGTON SQ. RD $ MATCH EXISTING ADJACENT STOREFRONT SYSTEM/FINISH. GC TO COORDINATE HARDWARE REQUIREMENTS WITH OWNER. TIGARD, OR 97223 _ 42"HI(t'., I — 30X$' `` ' NEW ALUM/GLASS STOREFRONT SYSTEM W/3'-0"x7'-0"x1-314" DOOR WITH /.. i, O TRANSOM ABOVE. MATCH EXISTING ADJACENT STOREFRONT SYSTEM/FINISH. �+ GC TO COORDINATE HARDWARE REQUIREMENTS WITH OWNER. PATIO ENCLOSURE N w, . EXISTING } 2 ;, 9 10 NEW ROLL-A-SHADE MOTORIZED EXTERIOR CLEAR VINYL ZIPSHADE. DINING AREA -I ;;r�x43 I_..... - 6i co' (E) CJ ,- z`' CA 11 NEW CONCRETE BANQUETTE PLINTH. SEE STRUCTURAL FOR MORE 30x3 ..•. 1 .• N INFORMATION. ��t 10 A5.1 EXISTING I l , WAITING/ i 42"Hi{ki.•s...:".:7 HOSTESS ! I ' 30X4 ' ' ` co _ IAlk /if:: EXISTING a'I+ \O- in OUTDOOR ioDINING F.O. F� 2 102 IIIII A5.1 A5.0 F(E) II II II \ \ Q I \ L.- v- o \ 7 EXISTING – wN: ----------)1 2 VESTIBULE --J i ji7 (101,9 ' in 1 K.._ .. ., :q CO :F.O. FE) gymIlD f , ..;_--I .- ,J cv CO U I EXISTING ?� �I w \ `'. F O. F(E) OUTDOOR I �_ \ DINING J —� \ ." 101 T \ I (9 VIP -- 1 i 1 , , - O I 1 1 I F -1 . J , \ no I I 30'I-ON/ 30"LOW ;1 30"LOW gp^LOW • \ A5.0 I „..4.____ ,48 30X48 30X48 30X3(} 1 0 0 \ - _ a TYP (5) TYP TYP F.O F. , , 1 �>- LOCA IONS !� _ l i 75. �,� Fillit-IP xFF.. F. / r---_,,_ LL�._� Y_- C! r,��k l I `F.O. F. -® !® 1 - I —I F.O. . S 5 DS. LL ti LI.: LL LL_ LL L= LL © q O I 6 O O to a O O O O 6 Drawing:7” u- 7"l'-0' LL 1' �' SIM/OPP r-L• -0,.1.-0" IL �� LL_1' TYP @ (3) -0'1'-0' LL: Li 1'-0" LL W TYP @ (2) 0 ' / / / LOCATIONS A-1-7' �f1 LOCATIONS / 17' 3 1/2" / 21 -4 R, 22'-5' / FLOOR PLAN 61'-0 1/2" - t 1 A5.0 Job No: 17010 Date: 05-14-2018 Sheet No: 0 FLOOR PLAN NORTH ► A2 ■ RCP NOTES: S E. , A. GC TO VERIFY LIGHTING, FAN, GAS HEATER, TV AND SPEAKER TYPE AND le LAYOUT WITH OWNER. B. GC TO COORDINATE MECHANICAL EXHAUST FAN, DUCTING AND FIRE TABLE HOOD WITH NEW CEILING FIXTURES.. SCOTT EDWARDS ARCHITECTURE LLP C GC TO VERIFY EXIT SIGNAGE TYPE AND LOCATION WITH FIRE MARSHALL. 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallp.Com LEGEND: ALL ITEMS ARE NEW o NEVI LITE ADJUSTABLE ACCENT LIGHT FIXTURE. ��D At") C°' MODEL NUMBER HL-386-BK-GU1O-LA-3, DAMP RATED. f 4s 31 7 o 36" 0 PENDANT FIXTURE (BY OWNER). S1DN ' i.:UTT yt • 41.r . ► 4 P+RTLA! ,Ill._ G N�,Via. e(N Sv vfIZ' 60" 0 OVERHEAD FAN (BY OWNER). OF Digitally signed by Sid Scott Date:2018.05.14 14:39:08-07'00' 1 1 60"WALL MOUNTED TV W/POWER AND DATA. (30"H X 52"W, BY OWNER). J/ f I I:. '1 I SUNPAK INFRARED CEILING MOUNTED GAS HEATER. MODEL NUMBER 34-BLK C �' EXISTING ' 18'-7 1/4" I� HIGH OUTPUT INDOOR/OUTDOOR SPEAKER BAR , U Ihl: ( a ,, EQ. EQ ____ arsitg Maga ,, - 1 4 6 1 9'-1 314" , , 1 € KEYNOTES: • - f� 10205 SW WASHINGTON SQ. RD El) �j r 1 j r—� I O EXPOSED GL BEAM STRUCTURE. SEE STRUCTURAL FOR MORE INFORMATION. 0 0 (` ,\1 �r I \! _ i i 1 ,—I ❑ `�� 1 TIGARD, OR 97223 1{ lI I ]� , o o S� O2 EXPOSED PLYWOOD DECKING - PAINT BLACK. SEE STRUCTURAL FOR MORE ,\ 1 )l l\,._-_ INFORMATION. `° 3 PATIO ENCLOSURE zo ❑ ❑ cv 1 O FIRE TABLE HOOD AND DUCTING TO NEW EXHAUST FAN. GC TO VERIFY HOOD jiI I I ` TYPE AND CONFIGURATION WITH OWNER (-) 0 0 1--',-.__J .___-1 K___-1 0 1 i ( ' i [ n u f 1 1 1 LNEW EXIT SIGNAGE. [ i — 7 EXISTING SPEAKER MOUNTED TO WALL ABOVE EXISTING STOREFRONT. IF NOT O 1 r O \ ° 0, USED REMOVE & PATCH ADJACENT SURFACE. ,.. 1 i Ji O6 PLYWOOD SOFFIT- PAINT 0 0 r---- ) 1� . � Ieo l �/ \__vi \ \ i f EXISTING I DINING AREA L . i -. O i rte-,f 4' cV 0 = H--_ 1 it --� U ;� 0 o 1 I' I 11 i �I n 1 rr I ,( ! O — O i I t' i--zr i EXISTING ► WAITING! 1 HOSTESS o I' I 0 ' ;L - EXISTING OUTDOOR 0 Q DINING 1 0 0L` , O OI 11 . ,4/\\ 0 I I I l i I- I H 11 H I AS., o o ©© // c....,,o `NNS `. \ -� - i ,� o 0 I EXISTING i_ - 2 3 VESTIBULE ,_ ip �" '' — J o o o � o 0 0 0 0 0 0 0 C 0 0 0 0 d • I 0 1 ±, I o ii I . II o H 1I 11 1I H 1I f 4. ( I I rn I';,- 0 _ 1 Bk , \ N co i II o N � 0 1 — 0 0- 1 \._ - ‘ —^� EXISTING `' ° OUTDOOR © � DINING � � .. - 101 I _ o Q 1 l p � 1 -] ,--__I ,. ,:.I I © I I -1 I o I - I t._ - -----. .. fr_- 1 0 D 0 0 3J44B IC 0 0 3 0 0 0 C 0 0 ) 0 0 D o o o Drawing: 71- _ --.-1 REFLECTED E I i., I . \ kEi1-i ' ! 1 CEILING PLAN , d — 0 3'-1 314" 12'-0" 12'-O" 12'-0" 12'-0" TYP .' "e Job No: 17010 Date: 05-14-2018 Sheet No: REFLECTED CEILING PLAN0 NORTH A3 ■ ROOF PLAN NOTES: S E A A. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. B. PROVIDE CRICKET AROUND ROOFTOP EQUIPMENT. SCOTT 'EDWARDS ARCHITECTURE LLP KEYNOTES: 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallp.com 0 EXISTING PARAPET TO REMAIN, SEE STRUCTURAL FOR MORE INFORMATION. 2 NEW PARAPET WALL CONSTRUCTION (SHOWN SHADED), SEE STRUCTURAL FOR MORE INFORMATION. GV) iticlif, O NEW PTO ROOFING ON NEW 2X ROOF FRAMING BETWEEN NEW PARAPET AND EXISITNG PARAPET. ,,� , 3327 v 40 MIN. 26 GA STANDING SEAM METAL ROOF, 12" WIDE MINIMUM PANEL WIDTH. Si CI VERIFY FINISH AND COLOR WITH OWNER '-' P / NIP 4 . • O 22 GA, 4"(W)x 6"(D) METAL GUTTER WITH 4"0 x 22 GA METAL DOWNSPOUT. - -•RTLA ,- +RtCAt GUTTER AND DOWNSPOUT CONSTRUCTION INCLUDING STRAPS AND BRACKETS �'r� � TO BE PER SMACMA REQUIREMENTS. DOWNSPOUTS TO DRAIN TO EXISTINGefiZ% PLANTER/LANDSCAPE AREAS OF .� ,7 6O GAS HEATER VENT IF REQUIRED. VERIFY QUANTITY AND LOCATION WITH MFR. Digitally signed by Sid Scott Date:2018.05.14 14:39:19-0700' O OUTLINE OF PATIO WALL BELOW. .' 2:? r-' If o `tri4/1:: 22.2 • 2,-4„ 10116 A VIII IN — — 1=-TI 10205 SW WASHINGTON SQ. RD - — — —L L J I C TIGARD, OR 97223 II tij TYP • PATIO ENCLOSURE II II II ii 11 a, r ll II II II .. II II II / / • // 0 / 1 / A5.1 / aoc A5.1 71 v - - // id a Nv NI %....1 3 11'-91/-4" \ / N • r 9 6s A5.1 \ \\ r , 1 ] , , I II % - 4 \\ I a \\ I CV I� \\ Drawing: ROOF PLAN 1 1 EMIL- - - - - - - - - - - -r-r7 - - - - - - - - — - - - —fir�-1- - - - — 'VI o L _1 - - - - - — - -I L J= - - - - - —LL _LI- — - - - - - - — L \_ — 0 TYP Job No: 17010 10" OH-TYP ' Date: 05-14-2018 63'-6 1/2" d' ,' Sheet No: 0 ROOF PLAN NORTH 114"= 1'-0" E -.'\ A4 ■ KEYNOTES: 1O MIN 26 GA STANDING SEAM METAL ROOF. FINISH AND COLOR TBDS E A 22 GA, 4"(1/11)x 6"(D) METAL GUTTER WITH 4"0 x 22 GA METAL DOWNSPOUT. O2 GUTTER AND DOWNSPOUT CONSTRUCTION INCLUDING STRAPS AND BRACKETS TO BE PER SMACMA REQUIREMENTS. 0 WOOD FASCIA SCOTT EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 ----- '0 WOOD BARGE RAFTER phone:(503) 226-3617 www.seallp.com 0 —_ itfc,, ' O © O5 EIFS FINISH SYSTEM, MATCH EXISTNG SYSTEM AND COLOR e 4 60 :::1::°:z:::::z: EXTERIOR ZIPSHADEr _ ITH TRANSOM ABOVE. MATCH �'� " ' ' 7 EXISTING ADJACENT STOREFRONT Y TEM/PINI H. -�— ` O S S S GC TO COORDINATE Ry] _7 ,, HARDWARE REQUIREMENTS WITH OWNER �3i_. C� 1 f ,,,i2 • d y, • NEW ALUMIGLASS STOREFRONT SYSTEM w/Di NC TRANSOM. MATCH ! 1 O IFiNISH GC TO COORDINATE a, I 0 _Tr EX STING ADJACENT STOREFRONT SYSTEM W • HARDWARE REQUIREMENTS WITH OWNER. P RTLA' D,vR=G � • O 6 i ,i,,,,, 7_,,„_,,,, ,:„.,....,.- -_ O MIN 26 GA BREAK METAL SIDING. OF Cici - k P y _ I ` O GAS HEATER VENT IF REQUIRED. VERIFY QUANTITY AND LOCATION WITH MFR Digitally signed by Sid Scott ' I 7 bate: 2018.05.14 14:39:34 0T00' rye , i .. . .,. / ... ft icF� res��ca��� O _ '.:,- 7-. ..47,7,---:.44,. .. EXHAUST FAN ON C rL� 7UR VERIFY FINAL LOCATION _. wt -- ci[ vin-'Rv C i • I r - _ . _- - .,«. ,ter. - j! > 12 (N) CONCRETE PIER AND PONY WALL F; , ';i;. `0 13 (E) CONCRETE PIER AND PONY WALL -- `1 / . �- l 8 )f 9 ..le 12 Oiti') '�, "•0 � ..i, EAST ELEVATION NORTH ELEVATION 114" = 1' 0" 114" = 1'4" o 11111r$01(141 .---:.:r....,--. pato & Leri[;, lo, 10205 SW WASHINGTON SQ. RD O O TIGARD, OR 97223 TYP PATIO ENCLOSURE m _ Ii ________m – — ©0 = If o ____________________ .1 _., r -_____ ...„.. \ _=�t fdtc- d ii14 == _- t.,ik=iNl`a.. l ,a i 1 i _ — - .. 1 - _ .a , - Ian S _ - _ 6 . - ., ..-'..rre-va -4:711 -""--'' ''--7 t ✓ " TYAY - ._ ;•=i,,-'..'22-7Z-74-='==5-'",..'7, s :r�r 7 art = :r s�'pr � ' P'� .fir-`1 >.s,aN4 u-.7.7,"3"------71-- A ., .. : ..,:;,._ tL�r;., . ,. . . ---......,,,,. ....3.,=7,.=7: ,nYt� ---7-7; / �7�. ,i- ..- -. 1u .., _ um,.,:..Y..>,,.. ... .. .........'l::.-.0/V!.,.. . _- - - _X554,:,;4410. 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T 1 I \N 1.1,�` R Job No: 17010 12 I \\ \ 13 \\ 13 Date: 05-14-2018 Le 0 WEST ELEVATION Sheet No: 114" = 1'-0" A5 . O 0 TPO ROOFING. HEAT WELDED TO S E A FLASHING SS DRIP FLASHING SCOTT EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 N CI BLOCKING AS phone:(503) 226-3617 www.seallp.com _.„ / _-- REQUIRED ME SEALANT E GASKETED ■ GASKETED FASTENER � � � . FASTENER 1• SS FLASHING PRE-FINISHED C) �� BREAK METAL .. -- STANDING SEAM •�`'x`27 , 't FLASHING `1--- ROOF S1 NI " TT C"`) o SHEET METAL— 1L DEM CLEAT- SET IN 518"CHAMFER 1I 2 -$ IEEE v i SEALANT TAPE L $" (N) CONCRETE PLINTH. GC TO VERIFY ■�I ril PORT11+!;-, RrG,tJ '` WIDTH & HEIGHT W/ FUTURE BUILT-IN ■ENI �♦ ���� ���� ��4•40��• 112" RIGID 'X' • BANQUETTE DRAWINGS PROVIDED CU IP ~nor.i .. .."4". 117.e <c...)cs. INSULATION a • • ° BY OWNER, SEE STRUCTURAL FOR ■MIMI EEEI� ore �� OF Q a a V. MORE INFORMATION INCLUDING MUM - -\ a a ATTACHMENT TO (E) S.O.G. �� \ d a .d °. � a !E� \ Digitally signed by Sid Scott • �. d < d ° ■■s , ''� / Date: 2018.05.1414:39:48-07'00' . 4 ° - -- - ' EXISTING CONC- E..E; % , -------- .a. co d 4 a KNEE WALL \ ---14 d_ ° 4 .. \/ CV 1, . . . . - a NM \ d y ■ - r`4 ,,_,,,, , \ . d.. - EXISTING GAP NEE r' ' . .11♦ 41* MUMc .�� ♦� �������. I TO BE FILLED W/ :•:•••0��- CONCRETE IEEE ■ori PLYWOOD 0 0 EXISTING SLAB— (AIhrhj om FLASHING @ NEW PARAPET 10 CONCRETE PLINTH CI FLASHING a@ (E) PARAPET 1 112" = 1'-0" 1 112" = 1'-0" 1 1/2 = r-0" 10205 SW WASHINGTON SQ. RD TIGARD. OR 97223 I-- GASKETED r -/ FASTENER EIFS FINISH SYSTEM ON 112" PATIO ENCLOSURE / PLYWOOD ON 2X FRAMING AS SS FLASHING MOTORIZED. CLEAR VINYL REQUIRED. / % / ROLLER SHADE SYSTEM , EIFS FINISH SYSTEM ON 112" MOTORIZED. CLEAR VINYL i ROLLER SHADE SIDE CHANNEL PLYWOOD ON 2X FRAMING AS ROLLER SHADE SYSTEM I PRE-FINISHED / EIFS FINISH SYSTEM ON 1/2" REQUIRED. I r BREAK METAL / PLYWOOD ON 2X FRAMING AS ROLLER SHADE SIDE CHANNEL ••••• � �•�•�•� REQUIRED. .•....•.�..• ............•:.;.; •••::•v•:•..y:d 4.Zw:,�s'%ti s_ : .:_:?s:•••_•_•_•_._•::•::;•:••:❖;.;••: FLASHING %s . ::: ...------ — _ '=a / MOTORIZED, CLEAR VINYL ;:; SHEET METAL / ROLLER SHADE SYSTEM '1� . :;•; BLOCKING AS '`�O��=O� """"' '•""" '�'� _ = • _ ...._____----MOTORIZED CLEAR VINYL CLEAT S E T I N .XiX X.X4 X-XpX4i, ••• ......_..._.._..: ._.. ;: tis wt•r�t�'� :r ROLLER SHADE SYSTEM SEALANT TAPE REQURIED ". . .....k1 ; ; � I�' I ` I Xi �• %� ' �" ROLLER SHADE SIDE CHANNEL $r V ••• ROLLER SHADE BTM RAIL STANDING STOREFRONT ':I \ )1 SEAM �''• ��EXISTING CONCRETE KNEE WALL JAMB 1 ' : v., (NEW @SIM COND.) METAL / ' � _ \ BLOCKING AS REQURIED I .. ROOF BLOCKING AS �:• '4 _ Xi. REQURIED :xi .....-.....-........... ' ..._ .-ti. . __.... ❖: EXISTING CONC. PIER EXISTING CONC. PIER i!!i i ii+••i•'ii::::••s:. •••••••i❖:i•:6T::❖:❖:.•: �- NEW 8X8 WOOD POST 0001._ W/SIMPSON POST 7/ BASE EXISTING 10X10 WOOD POST EXISTING 10X10 WOOD POST _�L___ S FLASHING a@ (E) PARAPET STOREFRONT JAMB @ NEW WALL 8 COLUMN ENCLOSURE a@ CORNER COLUMN ENCLOSURE @ MIDDLE DETAIL a@ SILL 1 112" = 1,-0" 1 112" = 1'-0" 1 112" = 11-0" 1 112" = 1' 0" 1 112" - 1'-0" m Ta SS DRIP FLASHING SS DRIP FLASHING r STANDING SEAM METAL ROOF _ 1/2" PLYWOOD SHEATHING _ 1-1/2" RIGID 'X' INSULATION TPO ROOFING. HEAT WELDED TO — BREAK METAL I TOP OF FLASHINGII -T --- .� 3/4" PLYWOOD DECK _ •- `T O. WALL PLATE @NEW PARAPET 2X6 FRAMING, SEE STRUCTURAL GLB. SEE STRUCTURAL 4T.O NEW GL ROOF FRAMING (BEYONDk.'"--, I ' ' MTL. FLASHING EXISTING PARAPET WALL MTL GUTTER & """• STANDING SEAM METAL ROOF STANDING SEAM ..•...•••. •-•••• �3 _ DOWNSPOUT •••':•••• - ON MIN. 1 " RIGID 'X' INSULATION MTL ROOF 1X WOOD FASCIA •••••••• ON 314" PLYWOOD •"'••"' ON GLB ROOF FRAMING 2X6 KICKER, SEE STRUCTURAL ••••••••• ........... _ ...❖.o . :_ METAL GUTTER & DS 101' ��---` T.O. NEW/EXISTING COL '' •..•iii .•:;i-' ••••n•: GENERAL POST-INSTALLED CONCRETE AND MASONRY ANCHORS • 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. 1. INSTALLATION HOLES FOR POST-INSTALLED ANCHORS SHALL BE DRILLED WITH A ROTARY HAMMER OR 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED OTHER SUITABLE METHODS TO ENSURE THAT EXISTING REINFORCING IS NOT DAMAGED. ALL MISDRILLED STRUCTURAL DRAWING INDEXS E A UNDER THE HEADING "DESIGN CRITERIA". OR UNACCEPTABLE HOLES SHALL NOT BE USED AND GROUTED SOLID. 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. 2. SPECIAL INSPECTION AND ANCHOR TESTING: ISSUED FOR: DRAWING LIST 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND A. SPECIAL INSPECTION IS REQUIRED UNLESS NOTED OTHERWISE. 00 TYPICAL DETAILS. 1) DRILL-BIT COMPLIANCE WITH ANSI B94 12-1977. 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN 2) CHECK HOLE DEPTH & CLEANLINESS, PRODUCT DESCRIPTION INCLUDING PRODUCT NAME, ROD SCOTT/EDWARDS ARCHITECTURE LLP EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE DIAMETER AND LENGTH. o SHOWN. 3) VERIFY EPDXY/ADHESIVE EXPIRATION DATE. w 2525 E. Burnside St,, Portland, OR 97214 6. THE EXISTING CONDITIONS SHOWN IN THESE DRAWINGS ARE BASED ON AVAILABLE BUILDING DOCUMENTS 4) VERIFY INSTALLATION AND IN-SERVICE TEMPERATURE REQUIREMENTS MEET MANUFACTURER'S AND/OR FIELD OBSERVATIONS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE CURRENT ICC REPORT REQUIREMENTS. phone:(503) 226-3617 www.seallp.com EXISTING CONDITIONS ARE NOT AS SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITHTHE WORK. 5) CHECK ANCHOR INSTALLATION METHOD REQUIREMENTS WITH MANUFACTURER'S PUBLISHED 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS INSTRUCTIONS AND THE CURRENT ICC REPORT. cr SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE B. PERFORM PULL-OUT OR TORQUE TEST WHERE SPECIFICALLY NOTED IN DRAWINGS. Q PROCEEDING WITH THE WORK. 3. ADHESIVE ANCHORS & REINFORCING STEEL DOWELS: INSTALLATION SHALL BE IN ACCORDANCE WITH I X S100 STRUCTURAL NOTES 8. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS. OPENINGS, CURRENT PRODUCT ICC REPORT. I X S101 SPECIAL INSPECTIONS SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, ETC. THE FOLLOWING EPDXIES ARE APPROVED: I X S200 FRAMING PLANS & DETAILS REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS,AND HANGERS FOR PIPES. A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT= 8 DIAMETERS. DUCTS, AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. 1) SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR 2508I 9. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS, 2) HIT-RE 500-SD AS MANUFACTURED BY HILTI. INC., ICC-ES ESR 2322. 'CO3CTURA, 10. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF 3) PURE 110+AS MANUFACTURED BY POWERS FASTENERS. ICC-ES ESR-3298. -0 �� p��F PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE 4. EXPANSION ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. ��(� �i� o I N ' ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL THE FOLLOWING ANCHORS ARE APPROVED: . -- Fp SAFETY ORDINANCES, A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT= 8 DIAMETERS. 15,386 s 11. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. 1) STRONG-BOLT AS MANUFACTURED BY SIMPSON STRONG-TIE, ICC-ES ESR 1771. w' 4r!-411111 THE METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE 2) KWIK BOLT TZ AS MANUFACTURED BY HILTI INC., ICC-ES ESR 1917 ABBREVIATIONS CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE 3)TRUBOLT+AS MANUFACTURED BY ITW-RAMSET/REDHEAD, ICC-ES ESR 2427 OREGON THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 4) POWER-STUD + SD1 AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-2818 CSO �4r 30, �g9^ DESIGN CRITERIA 5) POWER-STUD + SD2 AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-2502 AB ANCHOR BOLT JST JOIST I/19N T D 1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2012 EDITION 6) POWER-STUD + SD6 AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-3471 ABV ABOVE JT JOINT OREGON STRUCTURAL SPECIALITYOECODE (EDIT/ 2014 EDITION. 5. SCREW ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT. ADDM ADDENDUM I EXPIRATON DATE: 12-31-191 DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS UNLESS NOTED OTHERWISE. ALT ALTERNATE K KIP(S), 1000 POUNDS 2. RISK CATEGORY: II 1) TITEN HD ANCHOR AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR-2713. ALUM ALUMINUM I DIGITAL SIGNATURE: 5-15-18 1 3. DEAD LOADS A. SELF WEIGHT OF STRUCTURE 2) WEDGE-BOLT +AS MANUFACTURED BY POWERS FASTENERS, ICC-ES-2966. AN ANCHOR LBS POUNDS APPROX APPROXIMATE LH LEFT HAND B. ALLOWANCES FRAMING LUMBER ARCH ARCHITECTURAL LL LIVE LOAD 1.) SPRINKLERS = 1.0 PSF 1. FRAMING LUMBER GRADES: WWPA GRADING RULES. STRESS VALUES SHOWN ARE BASE MEMBER AVG AVERAGE LLH LONG LEG HORIZONTAL 2.) MISC = 2 PSF VALUES: LLV LONG LEG VERTICAL 4. LIVE LOADS: A. 2x4 STUDS (NON BEARING PARTITIONS) CONST. GRADE, D.FIR/LARCH, S.DRY. Fb=1000. B BOTTOM (REINF) LOC(S) LOCATIONS) A. ROOF LIVE LOAD: 20 PSF B. STRUCTURAL LIGHT FRAMING No. 2, D.FIR/LARCH, S.DRY, Fb=900, BF BRACED FRAME LSL LAMINATED STRAND LUMBER 5. SNOW LOAD: C. STRUCTURAL JOISTS & PLANKS (INCLUDES 2x6 & 2x8 STUDS) No. 2, D.FIR/LARCH, S.DRY, Fb=900. BLDG BUILDING LVL LAMINATED VENEER LUMBER A. DESIGN ROOF LOAD: 25 D. 3x &4x MEMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1000. BLKG BLOCKING LV LENGTH VARIES B. GROUND SNOW LOAD: 15 PSF E. POSTS &TIMBERS No. 1, WESTERN RED CEDAR, Fb=875. BLW BELOW CI> LIV DO a n (;� C. SNOW IMPORTANCE FACTOR: 1.0 2. PRESSURE TREATED LUMBER: BM BEAM MAX MAXIMUM R9 lJ O W IA D. THERMAL FACTOR: 1.0 A. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER AND BO BOTTOM OF MECH MECHANICAL 6. WIND DESIGN DATA: SUBJECT TO DECAY SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH WITH ACQ OR A2CA BOC BOTTOM OF CONCRETE MEZZ MEZZANINE WIND EXPOSURE CATEGORY: B TREATMENT PER THE CURRENT AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. ALL BOD BOTTOM OF DECK MFR/MFG MANUFACTURER CONSULTING AND STRUCTURAL BASIC WIND SPEED: V= 120 MPH 3 SECOND GUST. FASTENERS CONNECTING TREATED LUMBER SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL. BOF BOTTOM OF FRAMING MIN MINIMUM ENGINEERS SINCE 1919 7. EARTHQUAKE DESIGN DATA: 3. GLUE LAMINATED MEMBERS: BOSF BOTTOM OF STEEL MISC MISCELLANEOUS SEISMIC IMPORTANCE FACTOR: I = 1.0 A. BEAMS: SPECIES = DOUGLAS FIR-LARCH Fb= 2400 PSI ,COMB 24F-V8 CAMBER = SPAN/400, EXCEPT 1E22sWSALMON STREET#Sao BOT BOTTOM MO MASONRY OPENING PORTLAND OREGON 97209 SEISMIC DESIGN CATEGORY: D AS NOTED. NO CAMBER IS REQUIRED IN BEAMS WITH SPAN LESS WITH THAN 20'-0" BRG BEARING MS METAL STUD TEL,so�z74-1 4 FAX 503-2n-5696 SITE CLASS: DPROJECT NO.NQ31695 B. COLUMNS: Fc= 2300 PSI, Fb =2000 PSI, COMB 3. BRK BRICK MTL METAL BASIC SEISMIC RESISTING SYSTEM: WOOD SHEAR WALLS C. MEMBERS SHALL BE FABRICATED WITH WATERPROOF ADHESIVE. BTWN BETWEEN RESPONSE MODIFICATION FACTOR: R = 6.5, 0 o =3, Cd = 4 D. MEMBERS SHALL BE MANUFACTURED PER ANSI Al 90.1-CURRENT EDITION WITH THE ADDITIONAL BZ RY ZONE N/A NOT APPLICABLE SPECTRAL RESPONSE ACCELERATION: REQUIREMENT THAT THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE SHALL NOT 1.) SHORT PERIOD: Ss = 0.977 EXCEED 12%. NIC NOT IN CONTRACT 2.) 1 SECOND PERIOD: S1 = 0.425 CBC CALIFORNIA BUILDING CODE No NUMBER DESIGN SPECTRAL RESPONSE ACCELERATION: 4. JOIST HANGERS AND FRAMING CONNECTORS: CIP CAST IN PLACE NOM NOMINAL A. DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICC CJ CONTROL JOINT NS NEAR SIDE Thirsty Lion P u b 1.) SHORT PERIOD: Sds = 0.723 RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICC APPROVED LOADS. THE MAXIMUM GAP 2.) 1 SECOND PERIOD: Sdl = 0.466 CL CENTERLINE NTS NOT TO SCALE BETWEEN END OF JOIST AND FACE OF SUPPORTING MEMBER SHALL BE 1/8". WHERE CONNECTION IS Patio Enclosure SEISMIC RESPONSE COEFFICIENT: Cs - 0.1111CLG CEILING (N) NEW DESIGN BASE SHEAR: V = Cs TIMES W(W-BUILDING SEISMIC DEAD LOAD). NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURER'S RECOMMENDATION. CLR CLEAR B. USE JOIST HANGERS PER STRUCTURAL DETAILS. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE. CMU CONCRETE MASONRY UNIT OC ON CENTER C. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICC APPROVED LOAD COL COLUMN OD OUTSIDE DIAMETER 10205 SW Washington Sq Rd FOUNDATION CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON "STRONG-TIE" CONNECTORS. CONC CONCRETE OF OUTSIDE FACE 1. FOUNDATION DESIGN IS BASED ON SOILS BEARING PRESSURES INDICATED IN EXISTING BUILDING STRUCTURAL D. HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS CONN CONNECTION OH OPPOSITE HAND Tigard, OR 97223 DRAWINGS DATED 2-15-94. E. SIMPSON HANGERS AT PRESURE TREATED MEMBERS SHALL HAVE ZMAX COATING CONT CONTINUOUS OPNG OPENING 2. FOUNDATION TYPE: SPREAD FOOTING 5. TONGUE AND GROOVE WOOD DECKING: COORD COORDINATE OPP OPPOSITE 3. DESIGN ALLOWABLES: A. 2 INCH NOMINAL THICKNESS - REFER TO PLAN FOR LOCATIONS. CP COMPLETE PENETRATION A. SOIL BEARING: 2.OKSF (DL+LL), 2.6KSF (DL+LL+WIND/EQ). B. COMMERCIAL DECKING GRADE, DOUGLAS FIR/LARCH, S DRY. NAIL EACH BOARD TO CSJ CONSTRUCTION JOINT 4. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL. THE TOP OF FOOTING ELEVATIONS SHOWN ON THE SUPPORTING MEMBERS WITH TWO 16d NAILS. CSK COUNTER SINK DRAWINGS ARE A MINMUM AND SHALL BE LOWERED AS REQUIRED TO REMOVE SOFT OR LOOSE SOILS AS C. USE RANDOM LENGTH TYPE LAY-UP SUCH THAT DISTANCE BETWEEN JOINTS IN ADJACENT ROWS CTR CENTER PAF POWDER ACTUATED FASTENERS APPROVED BY THE STRUCTURAL ENGINEER. AS AN ALTERNATIVE TO LOWERING THE FOOTINGS, THE SOFT OR MUST BE AT LEAST TWO FEET. JOINTS IN ROWS NOT DIRECTLY ADJACENT MUST BE SEPARATED PJ PANEL JOINT LOOSE SOILS MAY BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL COMPACTED TO 90 PERCENT BY ONE FOOT OR TWO ROWS OF DECKING. IN ANY SECTIONS LESS THAN ONE FOOT IN LENGTH, DBA DEFORMED BAR ANCHOR PL PLATE MODIFIED PROCTOR IN ACCORDANCE WITH ASTM A 1557, AS APPROVED BY THE STRUCTURAL ENGINEER. WHERE THE NUMBER OF JOINTS MUST NOT EXCEED 1/3 OF THE NUMBER OF DECKING COURSES. THERE DBL DOUBLE PLWD PLYWOOD COMPACTED FILL DEPTH IS GREATER THAN 12 INCHES, A SOILS INVESTIGATION SHALL BE CONDUCTED PER IBC MAY BE ONLY ONE JOINT IN EACH PLANK BETWEEN SUPPORTS. JOINTS MUST BE END-MATCHED DEMO DEMOLISH PNL PANEL SECTION 1803.5.8 IN END SPANS, 1/3 OF THE COURSES MUST BE FREE OF END JOINTS. DF-L DOUGLAS FIR / LARCH PP PARTIAL PENETRATION 5. THE SIDES OF FOUNDATIONS SHOWN STRAIGHT ARE FORMED. FOUNDATIONS POURED AGAINST THE EARTH 6. PLYWOOD OVER TONGUE AND GROOVE ROOF DECKING: D, DIA DIAMETER PSF POUNDS PER SQUARE FOOT AT CONTRACTOR'S OPTION REQUIRE THE FOLLOWING PRECAUTIONS: A. 1/2", "C-D", GROUP 1, INDEX 32/16, INTERIOR APA WITH EXTERIOR GLUE. DIAG DIAGONAL PSL PARALLEL STRAND LUMBER A. SIDES OF EXCAVATION MUST BE VERTICAL (OVER POURING AND MUSHROOMING NOT ALLOWED). B. LAY SHEETS WITH THE FACE GRAIN PERPENDICULAR TO THE SPAN OF THE TONGUE AND GROOVE DIAPH DIAPHRAGM PT POST TENSIONED/ B. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF SOIL SLOUGHING BEFORE, DURING, AND DECKING AND DIM DIMENSION PRESSURE TREATED AFTER POUR. WITH THE END JOINTS STAGGERED 4'-0". DJ DOUBLE JOIST 6. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATION FOR EITHER SURFACE WATER, GROUND C. NAIL WITH 16 GA STAPLES x 1 3/4" WITH A 7/16' CROWN INSTALLED PARALLEL TO LONG DIMENSION OF DL DEAD LOAD R, RAD RADIUS WATER OR SEEPAGE IF REQUIRED. FRAMING MEMBERS BELOW. DN DOWN REF REFERENCE 7. BACK FILL OVER EXCAVATED FOOTINGS WITH CONCRETE OF SAME DESIGN STRENGTH AS FOOTING 1.) SPACING - SEE PLANS FOR SPECIAL NAILING REQUIREMENTS: DO DITTO (SAME) REINF REINFORCEMENT CONCRETE OR COMPACTED STRUCTURAL FILL, AS DIRECTED OTHERWISE BY THE SOILS ENGINEER. a. PANEL EDGES @6"OC DP DEEP REQD REQUIRED I 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTING ALL EXISTING UTILITIES. b. PANEL INTERIOR SUPPORTS: 16"x 8" OC DT DRAG TRUSS REV REVISION EXISTING STRUCTURES, ETC., WHETHER INDICATED OR NOT, WHICH MAY BE AFFECTED BY THE 7. FABRICATION OF TIMBER CONNECTORS: DTL DETAIL RH RIGHT HAND I CONSTRUCTION PROCESS. A. FABRICATION SHALL BE IN ACCORDANCE WITH 2005 EDITION "NATIONAL DESIGN SPECIFICATION DWG DRAWING RO ROUGH OPENING 9. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE STRUCTURAL FOR WOOD CONSTRUCTION". ENGINEER'S APPROVAL. 1.) A WASHER OR METAL PLATE SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT EA EACH SAD SEE ARCHITECTURAL DRAWINGS 10. SLABS ON GRADE SHALL BE SUPPORTED ON NATURAL GRADE OR COMPACTED STRUCTURAL FILL HEAD AND/OR NUT. RETIGHTEN BOLTS BEFORE CLOSING IN. EB EXPANSION BOLT SCD SEE CIVIL DRAWINGS Revision Schedule ACCORDING TO THE RECOMMENDATIONS OF THE SOILS REPORT. 2.) BOLT HOLES SHALL BE 1/16" MAXIMUM OVERSIZE. EF EACH FACE SCH SCHEDULE 11. THE SLOPE BETWEEN THE LOWER EDGES OF ADJACENT FOUNDATIONS SHALL NOT EXCEED 45 DEGREES 3.) LAG BOLTS: EJ EXPANSION JOINT SECT SECTION WITH THE HORIZONTAL, UNLESS INDICATED OTHERWISE IN THE DRAWINGS. MAINTAIN A 1:1 SLOPE FROM a. LEAD HOLES SHALL BE DRILLED FOR LAG BOLTS: EL ELEVATION SF SQUARE FEET NO Description Date BOTTOM EDGE OF ANY EXCAVATION, SHANK PORTION = SHANK DIAMETER. THREADED PORTION = 70% OF SHANK ELEV ELEVATOR SHT SHEET DIAMETER. EN EDGE NAILING SHTG SHEATHING CONCRETE b. LAGS BOLTS SHALL BE INSTALLED USING A PROPER WRENCH. EQ EQUAL SIM SIMILAR 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH A 8. BLOCKING /BRIDGING: EQUIP EQUIPMENT SL SNOW LOAD MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED IN A. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN JOISTS AND RAFTERS OVER SUPPORTS. C-' '7 ES EACH SIDE SMD SEE MECHANICAL DRAWINGS ACCORDANCE WITH ACI RECOMMENDATIONS. B. PROVIDE 2x SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT IN WALLS OVER 8'-0" TALL. EW EACH WAY SOG SLAB ON GRADE 2. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE 9. NOTCHING AND DRILLING FRAMING MEMBERS: (E), EXIST EXISTING I SPECS SPECIFICATIONS OWNERS TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS A. THE CONTRACTOR IS CAUTIONED ABOUT THE DRILLING AND NOTCHING OF STUDS, PLATES, EXP EXPANSION SQ SQUARE THE CONTRACTOR'S. SUBMIT TEST DATA ON EACH PROPOSED MIX FOR REVIEW IN ACCORDANCE WITH JOISTS, BEAMS, COLUMNS,AND OTHER FRAMING MEMBERS. i , EXT EXTERIOR SS STAINLESS STEEL IBC SECTION 1905.6. MIX DESIGNS SUBMITTED WITHOUT THE REQUIRED TEST DATA WILL BE B. THE CONTRACTOR SHALL CONSULT WITH THE STRUCTURAL ENGINEER BEFORE NOTCHING OR STD STANDARD RETURNED WITHOUT REVIEW. DRILLING ANY FRAMING FDN FOUNDATION STGD STAGGERED 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II. MEMBERS WHERE NOT SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. FIN FINISH STL STEEL 4. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF 10. NAILING SCHEDULE: FLR FLOOR (ING) STIFF STIFFENER ASTM C 33 AND PROJECT SPECIFICATIONS. CONNECTION NAILING II q a1 J FO FACE OF STRUCT STRUCTURAL 5. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C 330. JOIST TO SUPPORT-TOE NAIL 3 - 8d FOB FACE OF BRICK SYMM SYMMETRICAL 6. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY STRENGTHS, F'c: (ALL CONCRETE SHALL BE NORMAL BRIDGING TO JOIST TOE NAIL EACH END 2- 8d Li .,4-1 FOC FACE OF CONCRETE WEIGHT, EXCEPT AS NOTED) FOUNDATIONS 3000 PSI, PEDESTALS 3000 PSI. BLOCKING TO JOIST-TOE NAIL EACH END 3- 8d FOF FACE OF FINISH T TOP (REINF) 7. SCHEDULING OF WORK MAY REQUIRE ACHIEVEMENT OF DESIGN STRENGTH IN A SHORTER PERIOD OF TIME. BLOCKING TO PLATE OR BEAM -TOE NAIL 3- 12d FOM FACE OF MASONRY T&B TOP AND BOTTOM 8. ALL CONCRETE TO BE REINFORCED. UNLESS SPECIFICALLY NOTED "NOT REINFORCED". 2" DECKING TO SUPPORT- BLIND & FACE NAIL 2- 16d il FOSH FACE OF SHEATHING T&G TONGUE AND GROOVE 9. CORING OF CONCRETE IS NOT PERMITTED UNLESS REVIEWED BY THE STRUCTURAL ENGINEER. STUD TO PLATE - TOE NAIL 4- 8d r - - - - - - - - - - - - - FOS FACE OF STUD TEMP TEMPERATURE 10. EXPOSED PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4" OR - END NAIL 2X6 & 2X4 STUDS 3- 16d �I f _� -.�_ FOFW FACE OF FOUNDATION WALL THK THICK(NESS) CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. AND - END NAIL 2X8 STUDS 4- 16d a o - Ji I FOW FACE OF WALL TN TOE NAIL 11. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL ENSURE THAT ALL REINFORCING AND MULTIPLE STUDS OR LAMINATED COLUMNS - FACE NAIL 16d @ 12" OC FT FEET TO TOP OF EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS, ARE PROPERLY LOCATED AND SECURELY TIED IN PLACE. TOP PLATES - FACE NAIL 16d @ 12" OC J, 1 I 11 FS FAR SIDE TOC TOP OF CONCRETE 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CURING CONCRETE FROM FREEZING AND HOT TOP PLATES - JOINTS & INTERSECTIONS - FACE NAIL 4- 16d EACH END • FTG FOOTING TOD TOP OF DECK(ING) WEATHER PER ACI 306.1 AND ACI 305 RESPECTIVELY. LAMINATED HEADER FACE NAIL ALONG EACH EDGE 16d @ 12" OC / 11 TOF TOP OF FRAMING FOOTING 13. CONTRACTOR SHALL SURVEY ALL CONCRETE WORK WITHIN 48 HOURS OF PLACING CONCRETE TO ENSURE JOISTS, LAPS OVER SUPPORTS- FACE NAIL 4 - 16d GA GAUGE TOM TOP OF MASONRY THAT PLACEMENT IS IN ACCORDANCE WITH PROJECT REQUIREMENTS. BUILT-UP CORNER STUDS 16d @ 12" OC . - i' 11 GALV GALVANIZED TOPL TOP OF PLATE A. NAILING SCHEDULE AND THE STRUCTURAL DETAILS ARE BASED ON THE USAGE OF "COMMON"WIRE �� 11 GL GLU-LAM TOS TOP OF STEEL Drawin NAILS, EXCEPT THAT 16d "SINKER" NAILS (0.148" DIA x 3-1/4") MAY BE USED WHERE 16d IS G ' GT GIRDER TRUSS g TOW TOP OF WALL REINFORCING STEEL SPECIFIED. [__ GYP GYPSUM TSA THREADED STUD ANCHOR 1. ALL REINFORCING STEEL FOR CONCRETE AND/OR MASONRY CONSTRUCTION SHALL BE PLACED IN IF "GUN" NAILS ARE USED, THE CONTRACTOR SHALL SUBMIT NAIL DATA FOR REVIEW PRIOR TO CONFORMANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318; "BUILDING BEGINNING CONSTRUCTION. ❑ GWB GYPSUM WALL BOARD TYP TYPICAL STRUCTURAL NOTES CODE REQUIREMENTS FOR MASONRY CONSTRUCTION", ACI 530; "SPECIFICATIONS FOR MASONRY 6. HD GALVANIZED OR STAINLESS STEEL NAILS SHALL BE USED WHEN NAILING TO PRESSURE , HD HOLD DOWN UNO UNLESS NOTED OTHERWISE STRUCTURES", ACI 530.1: AND THE "ACI DETAILING MANUAL"AS MODIFIED BY THE PROJECT DRAWINGS AND TREATED MEMBERS I 11 SPECIFICATIONS. L , _ _ - _ _ _ _,� HDR HORDE GALVANIZED 2. REINFORCING STEEL: �. `� HDR HEADER VERT VERTICAL A. DEFORMED BARS,ASTM A 615 GRADE 60. TESTING AND INSPECTION / HORIZ HORIZONTAL VIF VERIFY IN FIELD Job Number: 31695 3. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER, UNLESS OTHERWISE NOTED: 1. SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1704 OF CBC REQUIRED FOR BUT NOT LIMITED TO: f 5 - - f - HSA HEADED STUD ANCHOR A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3". A. FOOTING EXCAVATIONS AND COMPACTION - PERIODIC S200 / HSB HIGH STRENGTH BOLTS Drawn By: SCOPE OF STRUCTURAL W/O WITHOUT FG B. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER: B. PLACEMENT OF CONCRETE AND REINFORCING STEEL PERIODIC WORK LIMITED TO THIS AREA HSS HOLLOW STRUCTURAL STEEL 1.) #6 THROUGH #11 BARS: 2". 2. THE FOLLOWING ADDITIONAL SYSTEMS AND COMPONENTS IN STRUCTURES ARE SUBJECT TO HT HEIGHT WD WOOD 2.) #5, W31 OR D31 WIRE. AND SMALLER: 1 1/2". PERIODIC SPECIAL INSPECTIONS: HVAC HEATING VENTILATING &AC WP WORK POINT Checked By: MS 4. ALL LAP SPLICES SHALL BE CLASS B SPLICE AND 2'-0" MINIMUM, UNLESS OTHERWISE NOTED. A. ANCHORAGE OF ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER SYSTEMS j WS WELDED STUD 5. PROVIDE FOUNDATION DOWELS TO MATCH SIZE AND SPACING OF WALL OR COLUMN REINFORCEMENT. WT Date: 05/14/18 WEIGHT B. SUSPENDED CEILING SYSTEMS AND TEIR ANCHORAGE IBC INTERNATIONAL BUILDING CODE EXTEND DOWELS A LAP SPLICE LENGTH INTO WALL OR COLUMN AND TERMINATE WITH STANDARD HOOK 3. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORCE RESISTING SITE PLAN ID INSIDE DIAMETER WWF WELDED WIRE FABRIC 3"ABOVE BOTTOM OF FOOTING, UNLESS OTHERWISE NOTED. SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND OR SEISMIC RESISTING COMPONENT LISTED IN THE 1 31�4�� __ ) _�� IF INSIDE FACE 6. ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OFRESPONSIBILITY TO THE IN INCHES YD YARD Sheet No: CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR INFO INFORMATION 7. REINFORCEMENT SHALL BE PLACED IN RELATIVE POSITION SHOWN ON THE DRAWINGS. NO SPLICES IN COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF INT INTERIOR # POUND, SCREW SIZE, REBAR SIZE REINFORCING WILL BE PERMITTED, UNLESS SHOWN IN THE STRUCTURAL DRAWINGS OR APPROVED BY AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THESTATEMENT OF SPECIAL INSPECTIONS. THE STRUCTURAL ENGINEER. S 1 0 0 STATEMENT OF SPECIAL INSPECTIONS - 1705 TABLE 5 REQUIRED TESTING for SPECIAL INSPECTIONSS E A 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION TESTING OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS 2. PRIOR TO THE BEGINNING OF CONSTRUCTION. THE ARCHITECT(OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION MEETING REFERENCE REFERENCE Continuous I Periodic WITH THE ARCHITECT. ENGINEER, BUILDING OFFICIAL CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL SCOTT EDWARDS ARCHITECTURE LLP INSPECTION REQUIREMENTS. ' 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, CONCRETE 2525 E. Burnsode St., Portland, OR 97214 PROVIDED BY LOCAL JURISDICTION. FABRICATE SPECIMENS AT SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMITphone:(503) 226-3617 www,se� Ipocom B. THE PLANS AND AT THE TIME FRESH CONCRETE IS TIME FRESH CONCRETE IS SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR SAMPLED TO FABRICATE SPECIMENS ASTM C 172 PLACED CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. FOR STRENGTH TESTS, PREFORM TABLE ASTM C 31 X C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, SLUMP AND AIR CONTENT TESTS, AND 1705.3 ACI 318: 5.6, 5.8 ONCE EACH DAY FOR A ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT DETERMINE THE TEMPERATURE OF GIVEN CLASS OF CONCRETE, THE PRE-CONSTRUCTION MEETING. THE CONCRETE OR LESS THAN ONCE FOR D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL • EACH 150 YDS OF INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND CONCRETE, OR LESS THAN SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. ONCE FOR EACH 5,000 FT2 �CkV UR'q 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: OF SURFACE AREA FOR 5 ���� p��F��' C. A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH SLABS/WALLS. ONCE EACH INSPECTION. ' SHIFT FROM IN-PLACE WORK �\ 411111( ' B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED CONCRETE STRENGTH TABLE ASTM C39 X OR FROM TEST PANEL AND AND INDICATED TO BE 1N CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. 1705.3 MINIMUM ONE SPECIMEN C. PROVIDE THE SPECIAL INSPECTOR WIr. TH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THE JOBSITE. FOR EACH 50 CUBIC YARDS. �' D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. "PRECONSTRUCTION TESTS OREGON Ll 9^ 5. DEFINITIONS: AS REQUIRED PER THE �y so �9 A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE WORK BUILDING OFFICIAL." P T. REQUIRING SPECIAL INSPECTION. B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM CONCRETE SLUMP ASTM C143 X EXPIRATION DATE: 12-31-19 THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. CONCRETE AIR CONTENT TABLE ASTM C231 1705.3 X I DIGITAL SIGNATURE: 5-14-18 STRUCTURAL OBSERVATION CONCRETE TEMPERATURE ASTM C1064 X 1. THE OWNER HAS EMPLOYED THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL i. OBSERVATION AS DEFINED IN SECTION 220. OBSERVED DEFICIENCIES SHALL BE REPORTED 1N WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED PER IBC SECTION 1702. 2. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR A MINIMUM OF 48 HOURS PRIOR TO: A. PRIOR TO CONCRETE POUR. B. PRIOR TO COVER OF SHEATHING / DECKING. ORr-Ir_IgNIIMIKI C. PRIOR TO COVER OF FRAMING. TABLE 2 CONSULTING AND STRUCTURAL REQUIRED STRUCTURAL SPECIAL INSPECTIONS ENGINEERS SINCE 1919 1922 SW SALMON STREET#300 INSPECTION PO TE�soars-,ea3 FM 503-273-5596ss RTLAND,OREGON 97205 Continuous Periodic SYSTEM or MATERIAL IBC CODE ` CODE or STANDARD I FREQUENCY REMARKS ` REFERENCEI REFERENCE ` PRJ ECT NO.ND31695 STEEL REFER TO INSPECTION OF Thirsty Lion P u b FABRICATION OF STRUCTURAL AISC 360 N2 X FABRICATOR REQUIREMENTS ELEMENTS Patio Enclosure APPROVAL BASED ON NATIONALLY RECOGNIZED ACCREDITING AUTHORITY 10205 SW Washington Sq Rd AISC 360 A3.3Tigard, OR 97223 AISC 360 N 3..2 ASTM STANDARDS MATERIAL VERIFICATION OF HIGH- SPECIFIED IN MANUFACTURER'S STRENGTH BOLTS, NUTS, AND CONSTRUCTION X CERTIFIED TEST REPORTS WASHERS DOCUMENTS RCSC 2.1 SNUG-TIGHT HIGH STRENGTH BOLT1705 2 1 1 X ALL CONNECTIONS INSPECTED INSTALLATION AND VERIFIED SNUG ASTM A6 ASTM STANDARDS SPECIFIED IN 1705.2.1 CONSTRUCTION MATERIAL VERIFICATION OF 2203.1 DOCUMENTS STRUCTURAL STEEL TABLE X CERTIFIED MILL TEST REPORT` 1705.2 AISC 360 N3.2 AISC 360 A3.1 AISC 360 M5.5 AISC 360 N3.2 MATERIAL VERIFICATION OF WELD TABLE AISC 360 A3.5 MANUFACTURER'S FILLER METALS 1705.2 APPLICABLE AWS X CERTIFICATE OF COMPLIANCE A5 DOCUMENTS SINGLE PASS FILLET WELDS LESS TABLE AWS D1.1 X ALL WELDS VISUALLY THAN OR EQUAL TO 5/16" 1705.2 SECTION 6 INSPECTED PER AWS D1.1 6.9 Revision Schedule No Description Date VERIFYING WELDER AND WELDING TABLE X COPY OF QUALIFICATION INSPECTOR QUALIFICATIONS 1705.2.2.1.2 CARDS .1 CONCRETE SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE 1909.1 WITH DRILL BIT INSPECTION OF ANCHORS INSTALLED TABLE ACI 318: 3.8.6, REQUIREMENTS, IN HARDENED CONCRETE 1705.3 8.1.3, 21.2.8 X(a) CLEANLINESS OF THE HOLE AND ANCHOR, ADHESIVE EXPIRATION DATE. ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE TOLERANCES AND REINFORCING PLACEMENT REINFORCING STEEL PLACEMENT 1705.3 ACI 318: 3.5 PER ACI 7.5: SPACING LIMITS 1910.4 ACI 318: 7.1-7.7 X FOR REINFORCING ACI 7.6 1901.3.2 PROTECTION OF REINFORCEMENT PER ACI 7.7 TABLE 1705.3 Drawing: VERIFYING USE OF REQUIRED MIX 1904 AC1 318: CHAPTER X DESIGN(S) 1904.2 4 SPECIAL INSPECTIONS 1910.2 ACI 318: 5.2- 5.4 1910.3 Job Number: 31695 CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X 1705.3 ACI 318: 5.9- 5.10 Drawn By: NB Checked By: MS TABLE CONCRETE/SHOTCRETE CURING 1705.3 ACI 318: 5.11-5,13 X(a) Date: 05/14/18 1910.9.1-3 - Sheet No: SSE ARCS E A PLYWOOD #4 © 16" HORIZ. // FRAMING PLAN KEY 3116 V CAT VERT LEGS/ SEE PLAN - - TO CUI_RiEs__ 1k SEE ARCH 10d @ 6"OC �, SEE ARCH #4 @ 16"VERT D EXISTING STUD WALL V-6" MAX ALT HOOK IN FTG PL 114 X 10 X 10 D EXISTING 10X10 POST ON EXISTING SCOTT'EDWARDS ARCHITECTURE LLP _ TO GRADE CONCRETE PIER -�/ I SEE ARCH 2525 E. Burnside St., Portland, OR 97214 r V GL HIP BEAM + _ - 3D NEW CEDAR 10X10 POST / phone:(503) 226-3617 www.seallp.cam -' > (N)2X6 PARAPET SUPPORT / KICKER AT EA(N)GLULAM BM �� _ _ TO FOOTIN� / „/ SEE PLAN o [)> BELOW(E)3-2X12 SIMP HUC210-2 ----/ GL BEAM _'% • WITH SLOPED SEAT SEE PLANS > REPLACE EXISTING HEADER \ \---et WITH GL 5 112 X 15 D © , ,QVC TLif? SECTION A-A 3#4 CONT. BOT M D 3/4" PLYWOOD ,, G, `V6 PRO,c f / V-6" ,f' > SIMPSON HUCQ612 (E) BEAM , •� yA 0 V 15,386 2X DECKING > EXISTING UPPER PARAPET u �� SEE PLAN 10d@6" PERIMETER BEAM DETAIL PONY WALL DETAIL — © _ 4,0" OREGON ^ TYP. r �O �''�Y 30 1°j9 P� 16 12a PLYWOOD SIMPSON 1" = 1'_�" J 3/4" = 1'-0" 5200 x T �N T. SEE PLAN in N © 1 EXPIRA110N DATE: 12-31-191 PL 114 X 4 X 4 EACH ~ Q Q W D Jn I DIGITAL SIGNATURE 5-14-18 1 .4,�.„��� SIDE OF BEAM W/(1) w w ¢ m Q ~' 3/4” DIA BOLTS — — — w CO) w w 00 w w 5200 u� cl gh GL BEAM 10d @ 6" © D r 520 SEE PLANS BOTH SIDES HOOK VERTICAL BARS 1 RIP GLU LAM TOP TO AT BOTTOM OF FOOTING \ 1 - — - TO PIER S200 N _ _ _ SEE ARCH r 11". 3/16 MATCH ROOF SLOPE PLYWOOD I N 1 '��' SEE PLAN -' �� O 3116 r`• .- - - - © .- j ��A ______k_L_____ ,o, /����. {N) CONC PIER 1 W M@ M W l a H ...01.1e '1 ' / ' -4..4141'4.44w _ 0111°' 1 0 (t> __ • f • ..,... rl 16 TO GRADE s �- PL 114X9112 X4 ' ��. SEE ARCH EACH SIDE OF POST I// I ���� +\ _ `� S200co CONSULTING AND STRUCTURAL WI(3)SDS1/4X3 N fij CN ENGINEERS SINCE 1919 r - r X [+l 1022 SW SALMON STREET 0300 V I O p @ TEL 503.27LAND OREGON043 FA 47206 II ' TEL 5032741843 FA7(:SU&273-56% / ` TO FOOTING `1 N / J Q PROJECT NO.NC31693 / / SEE PLAN\r! co Alk 0 J S200 w o iD • • • • • \ PERIMETER BEAM DETAIL SIMP HUC210-2 WI \ GL 31.2 X101/2 SLOPED SEAT D El.?) 1" 1 -0 Thirsty Lion Pub �� GL BEAM GL 5 112X12 GL 5 112X12 GL 5 112X12 SEE PLANS SEE PLAN 14 I J ``al Patio Enclosure 10(1©6" OC S200 �.� (N) DOUBLE D 10205 SW Washington Sq Rd ~iw �_•• - - -SEE ARCH V RIDGE BEAM DETAIL FOUNDATION DETAIL OP TOP PLATE TO WALL Tigard, OR 97223 - 151" = 1'-0" 3/4" = 1'-0" � / (5) EQUAL @ 3'-5 3/8" �� (6) EQUAL @ 3'-6 5/8" / (6) EQUAL @ 3'-8 3/4" / 10d@6" OC ' / I , (E) PARAPET 2X6 @ 16"OC �.11 , GLU-LAM BEAM CONNECTION PER 91S200 r-; PATIO FRAMING P LAN J _ SEE PLAN WHERE OCCURS (3) SIMP SDS 114X3r ze STUD TO GL BM --.111 '/ �`�•.�4,•,.._ (N) 10X10 POST v 1/8' = 1'-0" EA SIDE • .,� CENTER ON PIER N AND ALIGN W/(E) 2x6 KICKER • I POSTS N @ - - FOUNDATION PLAN KEY @EA(N) GLULAM _ 411N: j-- - -- 4 D EXISTING CONTINUOUS CONC FOOTING Itidi GLULAM BEAMio ��i -i ; PL 1/2 X 22-1/2"X 22-1/2" NEW -0"X3'-0"X 12" FOOTING. 6X8 POST WI SLOPED TOP SIMPSON GLT4 W/(4) 314" DIA X 6" _ _ __ _ _ D REINF3'ORCE WITH (4)#5 BOTTOM BARS, FOR GL BEARING PLYWOO HEADED STUDS - — EACH WAY. 0 T SIMPSON 1> SEE ARCH �' \ ` > EXISTING CONCRETE PIER AND - - 3'-0" SQ X 12"THICK(E) SPREAD FOOTING 2X12 SLEEPER )'-'r II, "' I 24"X 24" CONCRETE PIER EXISTING CONCRETE PONY WALL W/(3) SIMPSON CUT& REPLACE I I / iIjIll ` f REINFORCED WI(12)#7 VERT > SDS1/4X6 @ 16"OC 2X6 INFILL STUDS @ 16" OC M L, #4 CLOSED TIES @ 6" OC SEE ARCH FOR TOP OF CONCRETE ELEV ' 3 SPACING FOR TOP 1'-0" 19'-2" +1-VIE Revision Schedule ;n K 0 a > NEW CONCRETE PIER / ` 1'-0" TO MATCH EXISTING (E)2X6 JOIST 0 0 No Description Date . NEW GLU-LAM BEAM INSTALLED > NEW CONCRETE PONY WALL TO MATCH BELOW EXISTING HEADER. `�'� _ (E)WALL THICKNESS. PROVIDE #4 PROVIDE HUCQ612-SDS EACH END SIMP GLU LAM BEAM @ 16" OC HORIZ EPDXY DOWELS INTO SHORE FOR / CC6 SEE PLAN ! E (E)WALL(4" EMBED) _ I ' \ (N) HDR INSTALL W2=9.5" ^ 2"CLR��i > NEW CONCPTF ""NTH (E) EXTERIOR WALL WOOD "— \�- I SEE DETAIL131 S200Dr101* POST FOR REINFORCING r-- FRAMING DETAIL /\' D 18 �) PERIMETER BEAM DETAIL r POST BASE DETAIL AT NEW PIER (E)CONC SLAB ON GRADE I I 5 DOUBLE TOP PLATE 14 1„ - 1'-0" 10 1 1/2" = 1'-0" N 10d@ 6 OC 112" PLWD SHTG WI r2:zfl----- 10d @ 6"ALL PANEL EDGES N . � - - TO WALL _ � SEE ARCH ~ 9 3" S200 (E) PARAPET - / (E) 10X10 POST 1 112" / / 1 1/2" PL 1/4 X 6 X 1'-2 1/2" EA SIDE / / �� REMOVE AND W/(4) 1" DIA THRU-BOLTS / / I - I WHERE OCCURS2X6 BLKG FOR FULL 2X6 @ 16" OC I �,� SEE ARCH REPLACE AFTER % / `' ��� LENGTH OF WALL , �J el it �� / PLATES ARE WELDED PL 114 X 6 X 11-112" EA SIDE / . -- • ri „'�,._�` GLU-LAM JOIST CONT#4 I , W/(4) 1” DIA THRU-BOLTS — — �' (2) SDS 1/4X4 1/2 ,•. SEE PLAN AT NOSE �,, —� 2x6 KICKER I ! #3 @ 12" OC & - -r AT EA(N) / 0Drawing: GL BM W/ �t -t — _ - - 4 N (a SIMP A34 \ _ 1 <TYP + FRAMING PLANS & _ zo -@Q-- a - - r 3116 V r �° (E) 1/2" PLATEI M DETAILS 4X6 POST WI SLOPED TOP ¢ 0.4 _ IL ��ri�irJ•r�ivasi, ~ ��■ ■I. FOR GL BEARING w (E) SLAB - - _ - = `� N 1 ADD FULL HT 2X6 EA SIDE ON GRADE (E)CONC PIER \- i Job Number: 31695 % ADD 2X FULL HT STUD - _ LAPPED TO EA EXISTING ® / D D © D Drawn By: FG 2X12 SLEEPER • / (E)2X6 PLATE S200 1I _ _ - _ _ _ _ I '- I Checked By: MS W/(3) SIMPSON ADD SIMPSON SDS1/4X6 ® ' ' a r-T r-1 j SDS114X6 TO EA ��/ @ 6" STAGGERED ilk — (E)2X JOIST �/ © 1110'' 9 NEW GLU-LAM BEAM TO #3 @ 12" OC 5200 TYP 52aa 101°' Date: 05/14/18 (E)2X6 JOIST REPLACE EXISTING DRILL AND © UNO HEADER, SEE PLAN. EPDXYSheet No: EMBED 2" / 17'-3" +1-VIE / 21'-4" +/-VIE / 22'-5 +/-VIF (E)2X6 EXTERIOR STUD WALL r FRAMING ING DETAIL PLINTH DETAIL POST BASE DETAIL AT (E) PIER PATIO FOUNDATION PLAN S200 17 1„ = 1'-0" 13 = 1'-0,. 1 112" = 1'-0" 118" = 1'-0"