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Plans (9)B-UP2015-00171 r71 Column Conc. Switch for fixture(s) Cont. directional arrow(s) Grid line (X r --- Switch marked'x' __$_ Exit sign ��Lighted face(s) .................................................................................................................................... Dispenser . . ........................................................................................................................................................................ . Switch with Dr. Door Match line Drawing Rheostat switch rheostat Smoke detector Exterior ...........................................##...... .................................................................................................................................................................................................................................... UNO Unless noted otherwise CO2 detector Masonry VB Drawing number Mat'I. Switch with motion VCT Vinyl composition tile Detail call -out Sht. Motion sensingswitci sensor Speaker P SO E3 Pilings, Drilled Piers and Caissons Sheet number Mfr. Manufacted/r w/ with ....................................................................................................................................................................... Wall section or partia ##Height Minimum indicated if Water closet _ Mounting height w/� bldg. section Sht.# 110v duplex receptacle other than 18 AFF Thermostat w/o ............................................................................... Building section ................... Shit # Sht # ..................................................................................................... 110v GFIC duplex receptacle ................................................................. Sconce .. ....... ,---Mounting height ,+�/ ,---Indication of NIC Not in contract No. switching ..................................................................................................................................................................................................................................................................................................... Interior elevations 110v exterior duplex recept. Nominal Surface -mount . indication of switching NR Sht:# Sht.# Sht.# Oneside Adj. sides Opp. sides ## ## .................................................................................................................................................................................................................. _-2_ "I ceiling fixture ,--indication indication of Sht.# Sht.# 110v half -switched duplex On center Recessed-can switching OD Three sides All sides receptacle _-L- ceiling fixture Owner -furnished, .................................................................................................................................................................................................................................................................................. Contractor -installed light Indication of Revision # Double duplex receptacle Under cabinet switching .................................................................... ........................................................................................................................................................................................................... Opp. Opposite Indication of Datum point---- Oriented strand board 220v receptacle Fluorescent strip fixture switching ............................................................................................................................................................................................................ ..... Proposed elevation . Number of heads Elevation point 6° Special purpose receptacle Track light may vary Existing elevation --S- .......................................... ......... .................................... Name �� Room name ......................................................................................................... X Height AFF, no. of .......................................................................................................... X ndication of Room tag 110v plug mold strip X receptacles, and Recessed or surface switching #- Room number spacing mounted fluorescent fixture Night lights Key note.. Junction box J p�� .............................................................................................................................. Wall type .................................................................................................................................................................... lights . Wall type symbol Insul. or other Gond. OWallcondition Power pole .41 Emergency egress Door Door no Floor pedestal Supply diffuser ................................................. Relite X........................................... .......................................................................................................... Window or �relite _ Height indicated if Mud -ring and -string for other than 18" AFF .......................................................................................................... Return diffuser no. pull telephone/data connection-� Unrated wall Emergency light -pack Exhaust fan p with battery back-up .....................................................................................................................................................................................:....................................................................................................................................... 1 -hour rated wall Horn -strobe Minimum mounting height 80"AFF to Access panel bottom of unit 2 -hour rated wall Panel_ co Sprinkler head + ............................................................................................................................................................................................................................................................................................................................. Fire control panel 0- Fire system < Manual pull station A - Q- annunciator -o-- -E i r� � EE Demolished construction end Existing construction i i_ I 1 I ❑------------- ---------- 0*1 E E i i Pharmaca MudBay , 12180 12186 - - - - - - - - - - - - - - - - - - - -k - -- - E E i AVAILABLE t' 12194 A3 A9 G3 G9 A1.1 A1.1 A1.1A1.1 i MOD Pizza ' 12196 AVAILABLE ,l 12198 le E � i � E -------___ x ---- - �____-__h____ -----------------��---- rn - u New construction 'a A. Definitions: 1. Contractor shall comply with the current "General Conditions" and & And Ga. Gauge Rad. Radius ;? @ At Galy. Galvanized Rec. Recess(ed) building standards as provided by the building owner., 1. "Typical" or "typ." indicates identical complete system for the condition # Number or Pound GB Grab bar Ref. Reference) noted. 2. General contractor shall be responsible for coordinating the work of � N G.L. Glued laminated lumber Reinf. Reinforce(d) R bed C. Sift son 0 A.C. Asphaltic concrete GVP Gypsum veneer plaster Req'd. Required different trades. m Acous. Acoustic(al) GWB Gypsum wall board Resil. Resilient 2. "Similar" or "sim." indicates complete system and components 0 6- 0.1 comparable to the characteristics for the condition noted. 3. Do not scale drawings. Contact architect for an missingdimensions. - ACP Acous. ceiling panel Gyp. Gypsum Rev. Revision P g y ��: ORtGO Adj. Adjacent or Adjustable R.O. Rough opening 3. "As required" indicates contractor shall provide components required to 4. Contractor initiated changes shall be submitted in writing to the owner a AFF Above finish floor HB Hose bibb 1�, complete the noted system an indicated in the project documents. and architect fora approval prior to fabrication or construction. Changes o Alum. Aluminum HC Handicapped Sched. Schedule P y P t PP P g F shown on shopdrawings only will not satisfythis requirement. Expires: 12�31�15 c Approx. Approximate(ly) HDG Hot -dipped galvanized Sect. Section g y q o Arch. Architect(ural) Hdwd. Hardwood Sht'g. Sheathing 4. "Align" indicates accurately provide finish faces of materials in straight, 5°^mad' Corne/i°s true, and plumb relation to adjacent materials. 5. All modifications requiring owner or architect approval will not be valid ��`� °�9�, C Hdwr. Hardware Sim. Similar o Bd. Board HM Hollow metal Spec. Specification unless authorized in writing by owner and/or architect.^j a Bldg. Building Horiz. Horizontal Sq. Square 5. "Clear" indicates dimension and shall set precedent for layout of in Blk . Blocking Ht. Height SS Stainless steel partitions. 6. Within five business days of start of construction, the contractor shall • 503-709-9653 . PC g g g notify in writing both the architect and owner of any items whose o Bm. Beam HVAC Heating, ventilation, and Std. Standard C ° B. Dimensions: estimated delivery to the site would be later than that required for timely BOF Bottom of footing air conditioning Stl. Steel Brg. Bearing Struct. Structural installation in the construction sequence. Substitution of alternate items g ,�.;° LO 1. Dimensions are indicated to the face of finished surface at all new and with shorter lead times, payment of rush fabrication or delivery charges Btm. Bottom ID Inside diameter S.V. Sheet vinyl N Incl. Including Susp. Suspended existing construction, and center of columns or grid lines unless noted for out of sequence installation, or delay of installation options to be at p°� N CC Center to center Insul. Insulation otherwise. the sole approval of owner or architect. Rs L m L Cem. Cement Int. Interior TC Terra cotta Cer. Ceramic Tel. Telephone 2. Alignment of partitions and finishes as scheduled shall be straight, true, 7. Contractor shall be responsible for providing all work and materials in M 0 D Pizza Land lord Work o CJ Control joint Jan. Janitor TOC Top of curb and plumb. Dimensional layout shall be in the following priority order: accordance with the latest local building codes and ordinances. 12196 SW Scholls Ferry Road U Clr. Clear it. Joint TOF Top of footing a. Structural drawings; Tigard, OR 97223 O CMU Concrete masonry unit T&G Tongue and groove b. Large scale details; 8. Contractor shall verify all field dimensions and conditions and shall Col. Column Conc. Concrete Cont. Continuous Cpt. Carpet CT Ceramic tile Ctr. Center Deg. Degree Dept. Department Dtl. Detail DF Drinking fountain Diam. Diameter Dim. Dimension Disp. Dispenser Dn. Down Dr. Door Dwg. Drawing (E) Existing Ea. Each EF Each face Elec. Electric(al) Elev. Elevation Eq. Equal Equip. Equipment Exist'g. Existing Exp. Expansion EJ Expansion joint EW Each way Ext. Exterior Fdn. Foundation FEC Fire extinguisher cabinet FFE Finish floor elevation Fin. Finish Fir. Floor FOC Face of concrete FOF Face of finish FOS Face of stud FR Fire rated FRT Fire retardant treated Ft. Feet or Foot Ftg. Footing Furr. Furring Abbreviations KD Knock down TOP Top of pavement P -lam. Plastic laminate TOS Top of slab Lab. Laboratory TOW Top of wall Lam. Laminate Typ. Typical Lay. Lavatory Plans ..: ............................... • LSL Laminated strand lumber Unfin. Unfinished LVL Laminated veneer lumber UNO Unless noted otherwise Mas. Masonry VB Vapor barrier Mat'I. Material VCT Vinyl composition tile Max. Maximum Vert. Vertical Mech. Mechanical E3 Pilings, Drilled Piers and Caissons Definitions and Dimensions Mfr. Manufacted/r w/ with Min. Minimum WC Water closet Misc. Miscellaneous Wd. Wood M.O. Masonry opening w/o without Mtl. Metal Wt. Weight NIC Not in contract No. Number Nom. Nominal NR Non -rated NTS Not to scale O.C. On center OD Outside diameter OFCI Owner -furnished, Contractor -installed OH Opposite -hand or Overhead Opng. Opening Opp. Opposite OSB Oriented strand board PAF Power actuated fastener PBD Particle board P -lam. Plastic laminate Plast. Plaster Plywd. Plywood Pr. Pair PSL Parallel strand lumber P.T Pressure treated Issue date W E E Lr,>u,Ln o:o:o: completion dates of each phase. The contractor shall update and co C5 N (D N suspended acoustic ceiling grid or face of finish material for other ceiling Not.apPlicable. Special Moment -Resisting Concrete Frame [3 S 0 • • .............................................................. A0.1 Project Information.................................................... • A1.1 Plans ..: ............................... • A2.1 .......................................................................... Eievations ......:.....:......:.................................................................................................. •A4.1 13. Access to and from the project site, special conditions, noisy work, NOT USED .>. :..........A5.1 timing of work, interruption of mechanical and electrical services, Accessibili...Details.................................................. ;.....t ......:..... ............ .....<......:................................................................................................... ....... ..... .............. ............................................................... ................................................................................ c. Small scale details; report any conflicts or questions for resolution before proceeding with d. Enlarged plans and sections: and the work. Do not scale the drawings. e. Floor plans. 9. The use of the word "provide" shall always mean "furnish and install", 3. Minimum dimensions for accessibility clearances and building code "connect", or "secure" as required. requirements shall be maintained. 10. All materials and equipment shall be installed in strict accordance with 4. Floor elevations are indicated at the face of the structural slab unless manufacturers written instructions and trade associations accepted noted otherwise. standards. RECEIVED JUN 17 2015 UIRED 5. Vertical dimensions are indicated from the floor elevation to face of finished material unless noted "above finish floor" or "AFF". 11. Contractor shall provide a written construction schedule. This schedule shall include delivery lead times of construction items, and start and State of Oregon Structural Specialty Code �., �� .Mechanical......... ....................................................................................... completion dates of each phase. The contractor shall update and �'��te and Reinforcing Steel 6. Ceiling heights are indicated from the floor elevation to the face of provide such schedule on a bi-weekly basis. M466 Installed in Concrete suspended acoustic ceiling grid or face of finish material for other ceiling Not.apPlicable. Special Moment -Resisting Concrete Frame [3 S types unless noted otherwise. 12. Work must be scheduled with the building management to avoid Not applicable disruption to other tenants, contractors, or projects. ❑ Reinforcing Steel & Prestressing Steel Tendons 7. Documents are drawn diagrammatically and scaled dimensions are 0-6Wural Welding approximate. Dimensions shall indicate size, clearances, and 13. Access to and from the project site, special conditions, noisy work, [3 High•Strenght Bolting relationships are indicated by dimensions as noted. timing of work, interruption of mechanical and electrical services, c13 relocation of existing equipment, casework, fixtures, fittings, etc., must E❑ Structural Masonry be coordinated with the building management. ❑ Reinforced Gypsum Concrete 14. Adequate cleanup, protection, and replacement of any ceiling tiles ❑ Insulating Concrete Fill 3 6/16/2015 and/or other disruption of the adjacent tenant improvements must be ❑ Spray Applied Fire -Resistive Materials 2 5/2012015 completed before business hours of that tenant in order that the E3 Pilings, Drilled Piers and Caissons Definitions and Dimensions occupant will not be inconvenienced in the normal continuation of their office hours. ❑ Shotcrete ��i sprinkler Not.ppplicable .Fire ........................................................... Fire alarm/detection ........................................................................................ ....._ . Not.applicAle .Mechanical......... ....................................................................................... ot. applicable Plumbing......................................................................... ... Deferred ............. ..... ElectricalDeferred 24. Repetitive features not fully shown or noted on the drawings shall be Truss engineering.......................................................... Not.apPlicable. Shop.drawingS................................................................. Not applicable Other: Not applicable Note: Separate permits required for deferred submittals. Design builders are fully responsible for the design of their systems and components. The systems and components shown on the documents are schematic only. They are not intended to represent a final or code compliant design. Provide design document submittal to the architect of record for review prior to submittal. Fol__peferrel Submittals ❑ 15. Each subcontractor is responsible for any damage to adjacent work and Special Grading, Excavation and Filling shall repair said damage at their own expense. This includes all areas ❑ Smoke -Control Systems on the premises such as common hallways, freight elevator, vestibules, ❑ Other Inspections etc. 16. Schedule the use of the elevator with the building management. 17. Upon completion of all construction, the contractor shall supply one set of "record" as -built drawings each to the landlord and to the tenant. 18. All material to be new unless noted otherwise. CI'T'Y OP TIGAM REVIEWED WR CODE COMPLIANCE 19. Patch all disturbed and/or damaged areas as required to accomplish Approved: y/ new work and as required for finished appearance. O.I Q 20. General contractor is responsible for providing all necessary backing, Permit #: u Lza�5 -60 (( blocking, and framing for light fixtures, electrical fixtures, casework, and Address: IZ(1' 6 60 all other items requiring it. Suite #t 21. Contractor shall coordinate all fire alarm work with building owner. By:01I DatesJL2_ L, 22. All paint and fresh material colors shall match architect's control samples ?/� 67 -boll and require architect's review prior to installation. Submit three copies to OFFICE COPY architect for review. 23. Contractor shall furnish shop drawings for review on cabinetwork, millwork, and any other special items requiring custom shop fabrication. Submit at least three copies to architect for review. 24. Repetitive features not fully shown or noted on the drawings shall be completely provided as if drawn in full. 25. Throughout the drawings are abbreviations which are in common use. The list of abbreviations provided is not intended to be a complete list. The architect will define the intent of any abbreviations in question. General c13 Project: This project involves minor site improvments and a partial facade modifiaction. 3 6/16/2015 Permit Drawings Revision Previous Use: Mercantile use, M occupancy. 2 5/2012015 Permit Drawings Revision Proposed Use: Mercantile use, M occupancy. 1 4/16/2015 Permit Drawings Building No modifications to the existing building thermal Site Plan Envelope: envelope are proposed. Drawn by: RCS File path: 2015/15019/B Project number: 15019b.dwg Buildin B Ke Plan Site Plan Drawin Index (AD11 Vicinit Ma Summar, of Work Al Scale A6 A9 A13 Scale s 0 10' 20' 30' AO, 1 0 50' 100' 200' i � I I ' 1 I a (1) -layer 518" type'X' gyp. bd. applied @ right I II I 1 I angles or parallel o s w/ 1 I t studs e S d a l I 9 P tYP � I screws 8"o.c. to vert. edges, 12"o.c. to top & bottom runners & intermediate studs. I 1 I (I t It I 6" metal stud @24"o.c. j I I I Existing structure I t ' 6" batt insulation 13 w/ vapor retarder T I ' I i 6 518" OF( i i 1 Wall Type 1 j I Scale I I NON -RATED I I I I I (1) -layer 518" type'X' gyp. bd. applied @ right I 13 angles or parallel to studs w/ 1" type'S' drywall screws 8"o.c. to vert. edges, 12"o.c. to top & bottom runners & intermediate studs. Stagger all vert. & horiz. joints 24"o.c. ea. side & I I opposite sides. I j LOAD BEARING I 6" metal studs @ 24"o.c. 18 oa. - 20'-0" max. hot. I 7114" 6" sound batt insulation S 6" thermal batt insulation (R15 min.) I 1 ----------- -- - ----- - - -- - - - - - -- - Ia - ------ . . .. . ........( -- j - r� j--------- j __.._.._.__----- - - - - - - ._... ..........._........ _ J �l T 45 to 49 STC with insulation r - i � I I ' 1 I a (1) -layer 518" type'X' gyp. bd. applied @ right I II I 1 I angles or parallel o s w/ 1 I t studs e S d a l I 9 P tYP � I screws 8"o.c. to vert. edges, 12"o.c. to top & bottom runners & intermediate studs. I 1 I (I t It I 6" metal stud @24"o.c. j I I I Existing structure I t ' 6" batt insulation 13 w/ vapor retarder T I ' I i 6 518" OF( i i 1 Wall Type 1 j I Scale I I NON -RATED I I I I I (1) -layer 518" type'X' gyp. bd. applied @ right I 13 angles or parallel to studs w/ 1" type'S' drywall screws 8"o.c. to vert. edges, 12"o.c. to top & bottom runners & intermediate studs. Stagger all vert. & horiz. joints 24"o.c. ea. side & I I opposite sides. I j LOAD BEARING I 6" metal studs @ 24"o.c. 18 oa. - 20'-0" max. hot. I 7114" 6" sound batt insulation S 6" thermal batt insulation (R15 min.) I 1 ----------- -- - ----- - - -- - - - - - -- - Ia - ------ . . .. . ........( -- j - 40 to 44 STC without insulation j--------- j __.._.._.__----- - - - - - - ._... ..........._........ _ J �l T 45 to 49 STC with insulation I oIWT G• 3s Al Wall T rhe 3s _ Scale 0 211 4" 8" a. it tt li l� 4 1, ;; „J t) 1) Roof structure �s.r-moi �° Stick -pin insulation to wall above ceiling Provide white vinyl vapor barrier at exposed insulation at wall and ceiling Q ti� 4.. . Anchor to conc. @24" o.c. w/ power actuated fastener oe ~f Refer to Finsih Schedule for floor, wall & ceiling finishes Wall Condition 11 1 Al Scale 0 211 4" Q 11 Existing structure Connection devices to be aprv'd. @120# w/ 1/2" embedment Brace w/ 3-112" 25 ga. mtl. stud @8'-0"o.c. Fasten to partition w/ (2)-#8 tek screws @ ea. brace No ceiling Anchor to conc. @24" o.c. w/ power actuated fastener Refer to Finsih Schedule for floor, wall & ceiling finishes � $....... --- --- _ ___ . _...------ _ _.._.. - --- ..__ __—-----_:_--..- __- �I I II I - --------------------------- _ _._...--._.....---_----"--_._ .... ... .... 1 .. ___ _.-_–.--.----_--_.---_--.- --- _---______------.__._. _______- _---__ _-._._- ------ I - - - --- -- - .---- -- - - -- -_ - I 1 ----------- -- - ----- - - -- - - - - - -- - Ia - ------ . . .. . ........( -- j - --------- -- ------ — -- ..--._...- - - -- — - - ------ _ — - - ------ — — --- - —........- j--------- j __.._.._.__----- - - - - - - ._... ..........._........ _ J �l I s I1 I I I f II 1 Y I i -- I 1 I oIWT G• 1 I ( I 1 r—: _ -- - ---------- - .__R — - ,: _..._m._. - _::--.-.-- CORNELIUS,OREGO Q U I --"-- ---------- - ------------ ------------------- - !@ a F ..... _ - Expire 231/15 � U I �R`ooad, Cor/,.s S JV�0? I j j - --._.-.___,..,_ Insulate entire underside of roof - --- -- ----- --- deck in.proposed-tenant-space,.. - - - --- -- — with R-38 unfaced batt insulation - ---- ---- - • 503-709-9653 . N I --. I . E l i ___�-------_-__-- Gover insulatlpn withwhrte vi.nyl._. ................ ---'---- -'..... ----._.....---' '- --'----"'--` ---- -- -__i .. - . -. l---------------- - -------------------------- .---- _-----_,..._ .. LL-------- 8 ----- - - - - -- - - - -- 1 I 1 - - - - --- 13 13 I i i l — - -------------------------------------------------------______-----------------______ �____ npmnitinn Rpflprtpd ('pilins Plan Scale 0 2' 5' 10' Saw cut existing slab to allow plE:ement of new footings; i Do not 0i er cut Refer tostructural l n �n 7 CE U N :a m c C6 C LM N z ----------------- _..._._ - --- 1 W I I N � ll 1 — I N I;8ft, dill SOit r I s I1 I I I f II 1 Y I i -- I 1 I oIWT G• 1 I ( I 1 r—: _ -- - ---------- - .__R — - ,: _..._m._. - _::--.-.-- CORNELIUS,OREGO Q U I ! II i 1 I ! I 1 �I 1I: I 1 a it 00 I !@ a F ..... _ - Expire 231/15 � U I �R`ooad, Cor/,.s S JV�0? I 4 1 - - -------- -- -- - --- -_ ... - - - - - - ------------------ o i d 0 I E �I Insulate entire underside of roof - --- -- ----- --- deck in.proposed-tenant-space,.. - - - --- -- — with R-38 unfaced batt insulation - ---- ---- - • 503-709-9653 . N I --. I . E l i ___�-------_-__-- Gover insulatlpn withwhrte vi.nyl._. ° ___—..- --_ _ _---___-- ____-. ° o j --- - = -- i I breathable barrier LL-------- N o (V ------------------------- LFtiSpP _------------------------ = r. ------=------------�� _-------- -_ -- , I MOD P izza Landlord Work o ------- __ --- _--- 11196 SW Scholls Ferry Road U -- ----._-1 Tigard, OR 97223 O Area of work I _----__---- __------- ------______. �---_:--�,�_ I �=- �-----------_--------__--------- ------ 1 - —il --- it - - --- ------ - -- -, - - - -------------- __ ,, - -- I i 2. ! - -------------- - � t I � a) Reflected Ceilina Plan Scale I '% 0 2' 5' 10' L ------------------- 5- �T ------------------------ „*1 ---- 6____ ------------------ --- r I T- I 1 IIR 1 i i ( i SII At existing demising walls provide gypsum board finish taped and ready 1 , for tenant's finish r; _ P P 4'-7112" 3111 9'-7112" 1 = 1 I - - — - — - — - — - — - — - — - — - - — - — -- I 1 I I I 1 1 1 I 1 I 1 lj 1 Schier Products Model No. GB -75 j polyethylene grease interceptor 1 Area of work j Retail j 96.00 3' 0" ;! I 0 co ��` — I Remove indicated section of existing -- I storefront system Install new 10-04-6 glazed aluminum overhead sectional door with S2.0 j annodized finish matching existing t adjacent storefront reaming _ Refer to structural for support columns for door track ( I w 3 6/16/2015 Permit DrawingsRevision 2 5/20/2015 Permit Drawings Revision 1 4/16/2015 Permit Drawings A11 A2.1 Plans �/ LI Drawn by: RCS New railing I File path: 2015/15019113 Existing Existing 18'-2" verify j planter 16-1 verify planter Project number: 15019b.dwg ", 0 Wall Condition H1 1 Demolition Floor Plan As Floor PlanA 1 0 1 Scale- � Scale 0 211 411 811 MudBay Buildina 'B' North Elevation PHARMACA AVAILABLE I MudBay Building 'B' East Elevation ------------------ I I I I I i---- Area of work Refer to Structural I 1 I----------------�--' Buildina 'B' South Elevation MOD Pizza 1, AVAILABLE ---------------------------------------- 1 13 I 1 � I ., PHARMACA 1 1 MOD Pizza Buildina 'B' West Elevation Overall length (refer to plan) 4'-0" maximum spacing 4'-0" maximum spacing Railinq Detail Scale 0 611 11-011 21-011 Fillet weld 11/2" x 11/2" x 3116" steel tube railing No grinding, typical Existing or new concrete lab or sidewalk 3" x 4" x 318" steel base plate attached to concrete with minimum (2) expansion bolts per base plate Fillet weld, no grinding, typical L6 c � O N P' 9 ++ L U) L MOD Pizza Landlord Work o 12196 SW Scholls Ferry Road 0 Tigard, OR 97223 O A7 1 3 6/16/2015 Permit Drawings Revision 2 5/20/2015 Permit Drawings Revision 1 4/16/2015 Permit Drawings Elevations Drawn by: RCS File path: 2015/15019113 Project number: 15019b.dwg A7 1 303.2 Vertical. Changes in level of 114 inch (6.4 mm) high maximum shall be 48" min. 307.2 Protrusion Limits. Objects with leading edges more than 27 inches 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel 403.5.2 Clear Width at Turn. Where the accessible route makes a 180 404.2.4 Maneuvering Clearances. ................................... 404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding permitted to be vertical. lo 1220 mm (685 mm) and not more than 80 inches (2030 mm) above the finish floor or approach to an element and the side reach is unobstructed, the high side degree turn around an element which is less than 48 inches (1220 mm) Minimum maneuvering clearances at Doors. Doorways less than 36 inches (915 mm) wide without doors or�� N round shall protrude 4 inches 100 mm maximum horizontal) into the reach shall be 48 inches 1220 mm maximum and the low side reach sh wide, clear width shall be 42 inches 1065 mm minimum approaching the doors and gates shall comply with ates, slidin doors or foldin doors shall have maneuvering clearances m 114" 9 P ( ) Y ( ) ( ) PP 9 9 PY 9 9 9 g "" be 15 inches 80 m minimum above the finish floor o and minimum at the turn and 42 inches 065 m — complying ith Table 404.2.4.2. circulation path. s (3 m) m' r gro o turn, 48 inches (1220 mm) m' s (1 m) 404.2.4. Maneuvering clearancesw'N 6.4 mm O E .,Inr +. ,! minimum leaving the turn. shall extend the full width of the o 18" in R belt C. Sim S00 >` m M EXCEPTION. Handrails shall be permitted to protrude 4112 inches (115 doorway and the required latch side 445 mm G , E ............ ................ mm) maximum. 411 max. F or hinge side clearance. ...................... ............. t f, CORNELIUS, OREGO Q Figure 303.2 100 mm g Figure 305.3 (a) .ff min. '/ r� d Vertical Change in Level Clear Floor or Ground Space = C11_ Front approach, pull side 04 N 560 mm 1* + I N U'. V 00�00N 0 /3 N Expires: 121/15 L o�Fioad, Corse//4S ...................................................... �5 pJT Q :E 303.3 Beveled. Changes in level between 114 inch (6.4 mm) high minimum E o O �,� o M and 112 inch (13 mm) high maximum shall be beveled with a slope not bo NM6 :............ II O E 1 " ml E 0 10 max. Front approach Pocket or hinge approach E steeper than 1:2. - in O o 48" min. _ E O N 5 m N • 503-709-9653 • p� y - 255 mm J ` L CD 114" 2 112" 30"min. 1220 mm x Figure 308.3.1 ': o ...................... 6.4 mm E Unobstructed Side Reach 1 114" 760 mm N U, 42 min. 42" min. X 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows """"""""21 .......................................mac 6.4 mm (a) (b) 1065 mm 1065 mm ��`@�`� N forward parallel a parallel approach to an element and the high side reach is over an E := E 4 min. RSP° obstruction, the height of the obstruction shall be 34 inches (865 mm) E ,� E ,E r Figure 303.3 Figure 305.5 Figure 307.2 maximum and the depth of the obstruction shall be 24 inches (610 mm) X < 48 o o ; 610 mm Beveled Change in Level Position of Clear Floor or Ground Space Limits of Protruding Objects maximum. The high side reach shall be 48 inches (1220 mm) maximum for 1220 mm (b) (c)MOD Pizza Landlord Work a reach depth of 10 inches (255 mm) maximum. Where the reach depth (a) Front approach, push side Front approach, pull side, door0 """""""""" „ 12196 SW Scholls Ferry Road U Chan es in Level Clear Floor S ace Protrud i n blectS exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 180 degree turn provided with both closer and latch Tigard, OR 97223 0 K1 rU K5 a mm) maximum for a reach depth of 24 inches (610 mm) maximum. Front Approaches -Swinging Doors 304.3.1 Circular Space. The turning space shall be a space of 60 inches 306.2.1 General. Space under an element between the finish floor or ground 08.2.1 Unobstructed. Where a forward reach is unobstructed, the high (1525 mm) diameter minimum. The space shall be permitted to include and 9 inches (230 mm) above the finish floor or ground shall be considered forward reach shall be 48 inches (1220 mm) maximum and the low forward knee and toe clearance complying with 306. toe clearance and shall comply with 306.2. reach shall be 15 inches (380 mm) minimum above the finish floor or.. X ground. X ti X _ s 304.3.2 T -Shaped Space. The turning space shall be a T-shaped space 306.2.2 Maximum Depth. Toe clearance shall extend 25 inches (635 mm) within a 60 inch (1525 mm) square minimum with arms and base 36 inches maximum under an element. (915 mm) wide minimum. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear 306.2.3 Minimum Required Depth. Where toe clearance is required at an of obstructions 24 inches (610 mm) minimum. The space shall be permitted element as part of a clear floor space, the toe clearance shall extend 17 to include knee and toe clearance complying with 306 only at the end of inches (430 mm) minimum under the element. either the base or one arm. 306.2.4 Additional Clearance. Space extending greater than 6 inches (150 mm) beyond the available knee clearance at 9 inches (230 mm) above the 60" min. finish floor or ground shall not be considered toe clearance. 1525 mm c E E E E c M 01 c E � E ' base N CO E E LO O N Co 36" min. 12" min. 915 mm f 12" min. 305 mm 305 mm P it Figure 304.3.2 T -Shaped Turning Space E Turnin S ace 305.7.1 Forward Approach. Alcoves shall be 36 inches (915 mm)wide minimum where the depth exceeds 24 inches (610 mm). N E N O >< 36" min. 915 mm Figure 305.7.1 Maneuvering Clearance in an Alcove, Forward Approach 305.7.2 Parallel Approach. Alcoves shall be 60 inches (1 *5 mm) wide minimum where the depth exceeds 15 inches (380 mm). � �0 — �_J 1525 mm Figure 305.7.2 Maneuvering Clearance in an Alcove, Parallel Approach g1 Lve Clearance 306.2.5 Width. Toe clearance shall be 30 inches (760 mm) wide minimum. .......................... c E 9" E C) 230 mm lo 6" max. 17"-25" `�4 150 mm 430.635 mm (a) (b) elevation plan Figure 306.2 Toe Clearance F3 Toe Clearance 306.3.1 General. Space under an element between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground shall be considered knee clearance and shall comply with 306.3. 306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element at 9 inches (230 mm) above the finish floor or ground 306.3.3 Minimum Required Depth. Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 27 inches (685 mm) above the finish floor or ground. 306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 6 inches (150 mm) in height. 306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum. 8" min. 25" max. 205 mm 635 mm ............................. c E � ', crEE 9"min. _ O r` co o C1 `0 230 mm 11" min. 280 mm (a) (b) elevation plan Figure 306.3 Knee Clearance B3 Knee Clearance c E x E E E E O - o N U-� � � -IF— N Figure 308.2.2 Obstructed High Forward Reach 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 20" max. >20"-25" max. (a) m E E O 0 N N (b) 10" max. 255 (a) E E E > 10"-24" max. 255-610 (b) 0 E E LO (b) (d) Side approach Stop or latch approach : : ............................................ Figure 404.2.4.2 F EManeuvering Clearances at Doorways without o 42" min. Doors, Sliding Doors, Gates, and Folding Doors CO 915 mm 1065 mm Doorwav Clearance °, �e�� 013 (d) (e) 404.2,6 Doors in Series and Gates in Series. The distance between two Hinge approach, pull side Hinge approach, pull side hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the Figure 308.3.2 T 915 mm 915 mm ....... space. Obstructed Hign Side Reach ••••••• ............................... Side Reach X<48" E 2"min.' _✓ E 2"min. ` H07 1220 mm ��, 0 560 mm v N 560 mm (b) 180 degree turn '• EXCEPTION: Within employee work areas, clearances on common use (Exception) circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed. Figure 403.5.2 Clear Width at Turn 403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear (fl (g) width of walking surfaces shall be 36 inches (915 mm) minimum. Clear Width at TU rn Hinge approach, push side Hinge approach, push side, door G9 provided with both closer and latch EXCEPTION: The clear width shall be permitted to be reduced to 32 inches Hinge Side Approaches -Swinging Doors (815 mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (1220 mm) long minimum and 36 inches (915 mm) wide minimum. (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open ....................................... 24" max. 48" min. 24" max. 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a """"""""""""""""""""' E clear opening of 36 inches (915 mm) minimum. There shall be no 610 mm 1220 mm 610 mm E � E projections into the required clear opening width lower than 34 inches (865 E 4" min. 1= 0 4" min. ' mm) above the finish floor or ground. Projections into the clear opening CO N 610 mm � 610 mm .c� E .� E E width between 34 inches (865 mm) and 80 inches (2030 mm) above the .� N LO O N � = finish floor or ground shall not exceed 4 inches (100 mm). ' M OJ M aO ["7 a0 co 1'-11 min., V-13" Figure 403.5.1 Clear Width of an Accessible Route E Clear Width Toilet room identification signs 32" min. 32" min. 815 mm 815 mm (a) (b) hinged door sliding door 32" min. 815 mm (c) folding door Figure 404.2.3 Clear Width at Openings Doors, Doorways, and Gates 48" min. 1220 mm (h) 0) (c) Latch approach, pull side Latch approach, pull side, door provided with closer Figure 404.2.6 Doors in Series and Gates in Series .......................................: Clearance between Doors V4" min. E-= ` 4" min. E 13 0 610 mm --C', 0 610 mm C N G) (k) Latch approach, push side Latch approach, push side, door provided with closer Latch Side ADDroaches - Swinaina Doors Figure 404.2.4.1 Maneuvering Clearances at Manual Swinging Doors and Gates OC, 3 6/16/2015 Permit Drawings Revision 2 5/20/2015 Permit Drawings Revision 1 4/1612015 Permit Drawings Accessibility Details Drawn by: RCS File path: 201511501916 Project number: 15019b.dwg A5;Accessible Mounting HeightsA5, 1 Ram II �OIIIIII ■ Scale 0 6" 1'-0" 2'-0" Thermostat Lever handle o - Light switch . 0 Electrical convenience c •� CU outlet (30a or less) o co E E v o % - V E o X _ p E 101 M o _ N M o F- 32" min. 32" min. 815 mm 815 mm (a) (b) hinged door sliding door 32" min. 815 mm (c) folding door Figure 404.2.3 Clear Width at Openings Doors, Doorways, and Gates 48" min. 1220 mm (h) 0) (c) Latch approach, pull side Latch approach, pull side, door provided with closer Figure 404.2.6 Doors in Series and Gates in Series .......................................: Clearance between Doors V4" min. E-= ` 4" min. E 13 0 610 mm --C', 0 610 mm C N G) (k) Latch approach, push side Latch approach, push side, door provided with closer Latch Side ADDroaches - Swinaina Doors Figure 404.2.4.1 Maneuvering Clearances at Manual Swinging Doors and Gates OC, 3 6/16/2015 Permit Drawings Revision 2 5/20/2015 Permit Drawings Revision 1 4/1612015 Permit Drawings Accessibility Details Drawn by: RCS File path: 201511501916 Project number: 15019b.dwg A5;Accessible Mounting HeightsA5, 1 Ram II �OIIIIII ■ Scale 0 6" 1'-0" 2'-0" 2 a v M N 0 m STRUCTURALNOTES MOD PIZZA FACADE - VLMK JOB #20140738 DIVISION 1 - GENERAL A. GENERAL A.1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT SHOWN. A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICA;. DRAWINGS. NOTIFY VLMK CONSULTING ENGINEERS (VLMK) OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. A.3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. A.4. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE SHALL APPLY. A.5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 20 12 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF OREGON (2010 OREGON STRUCTURAL SPECIALTY CODE) AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMEATS THAT APPLY. A.7. DESIGN CRITERIA: A.7.a. WIND LOAD (PER IBC 1603.1.4) ULTIMATE DESIGN WIND SPEED (Vult) 120 MPH NOMINAL DESIGN WIND SPEED (Vasd) 95 MPH RISK CATEGORY II WIND EXPOSURE B A.8. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE MOD PIZZA FACADE PROJECT LOCATED IN TIGARD, OREGON. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. A.9. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT. FOR BIDDER DESIGNED ITEMS (DEFERRED SUBMITTALS), THE DRAWINGS AND CALCULATIONS SHALL BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. SUCH DRAWINGS SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK DESIGN IN ANY WAY, OR SHALL CALL TO THE ATTENTION OF VLMK THAT THE PRODUCT ENGINEER HAS DEVIATED FROM THE VLMK DESIGN DRAWINGS. SUCH DEVIATION MAY BE CAUSE FOR REJECTING THE SHOP DRAWINGS. SEE DRAWINGS FOR ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. VLMK WILL REVIEW AND MARK-UP A MAXIMUM OF THREE COPIES OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE STAMPED AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS. FAX SUBMITTALS WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL. ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED, SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: A.9.a. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. A.9.b. ALL REINFORCING STEEL. DIVISION 2 - SITE WORK A. GENERAL A.1. DESIGN SOIL PRESSURE 2,500 PSF LL PLUS DL PER GEOTECHNICAL INVESTIGATION PREPARED BY GEODESIGN, INC DATED MAY 6, 2013. A.2. ALL FOOTINGS TO BEAR A MINIMUM 18 INCHES BELOW FINAL GRADE ON FIRM, UNDISTURBED SOIL OR APPR91ED COMPACTED FILL. NOTIFY VLMK BEFORE PROCEEDING IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS. A.3. DO NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS. A.4. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL. DIVISION 3 - CONCRETE AND REINFORCING A. CONCRETE MIX/MATERIAL A.1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANTS STANDARD DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. A.2. MINIMUM MIX REQUIREMENTS: LOCATION MIN. COMP. SLUMP MIN. CEM. ADMIXTURES STRENGTH (a) CONTENT FOOTINGS 3,000 PSI 0"-5" 470 LB NONE (a) - SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. (b) - WRA = WATER REDUCING AGENT. A.3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED. A.4. AGGREGATE ASTM C33. SIZE TO BE 3/4 INCH MINUS. A.5. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED R-1 OR DURACEM 55 (MINIMUM 6 OZ. PER 100 POUNDS CEMENT). COMPLY WITH ASTM C-494. A.6. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. B. REINFORCING B.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. B.2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED r.ONCRETE STRUCTURES - ACI STANDARD 315. DIVISION 5 - METAL A. GENERAL A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS AND MISCELLANEOUS STEEL. B. MATERIALS B.1. ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. B.2. ALL STEEL PLATE, ANGLES, CHANNELS, ETC. TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED. B.3. STRUCTURAL TUBING TO BE ASTM A500 CRADE B (Fy = 46 KSI RECTANGULAR, Fy = 42 KSI ROUND). B.4. UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. B.5. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. C. DRILLED ANCHOR BOLTS: ADHESIVE ANCHORS: BASE MATERIAL PRODUCT I.C.C.# CONCRETE SIMPSON SET -XP ADHESIVE ANCHOR ESR -2508 CONCRETE HILTI HIT -RE 500 -SD ADHESIVE ANCHOR ESR -2322 CONC.RETE HILTI HIT-HY 150 MAX -SD ADHESIVE ANCHOR ESR -3013 CONCRETE POWERS PE1000+ EPDXY ADHESIVE ANCHOR ESR -2583 MASONRY HILTI HIT-HY 150 MAX ADHESIVE ANCHOR ESR -1967 EXPANSION ANCHORS: BASE MATERIAL PRODUCT I.C.C.# CONCRETE SIMi)SON STRONG -BOLT WEDGE ANCHOR ESR -1771 CONCRETE HILT] KWIK BOLT TZ ANCHOR ESR -1917 CONCRETE POWERS POWER-STUD+SD1 ANCHOR ESR -2818 CONCRETE POWERS POWERSTUD+SD2ANCHOR ESR -2502 C.1. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE ON DRAWINGS. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. D. WELDING D.I. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE FIELD WELDS TO AID ERECTION. CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM SOILS AND FOUNDATION SUBGRADE: COMMENTS DURATION INSPECTION AGENCY FOOTING EXCAVATION AND COMPACTION P GEOTECHNICAL CONCRETE: VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB FOOTING FORMWORK AND REINFORCING PLACEMENT P TESTING LAB PRIOR TO AND DURING CONCRETE PLACEMENT FOR C CAST ANCHOR BOLTS AND EMBEDMENT PLATES TESTING LAB DRILLED -IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL PER ICC EVALUATION REPORT C TESTING LAB BE CONTINUOUSLY INSPECTED DURING INSTALLATION DRILLED -IN EXPANSION/WEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT C TESTING LAB STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: MATERIAL VERIFICATION OF STRUCTURAL STEEL, DECKING, HIGH STRENGTH BOLTS, NUTS AND WASHERS, ANCHOR P TESTING LAB RODS, AND WELD FILLER MATERIALS SINGLE PASS FILLET WELDS 5/16" AND SMALLER P TESTING LAB NON-DESTRUCTIVE TESTING COMPLETE AND PARTIAL JOINT PENETRATION WELDS PER I.B.C. 1704.3.1 AND C TESTING LAB AWS D1.1 SECTION 6 VERIFY ALL BOLTS INSTALLED HIGH STRENGTH A325N AND A490N BOLT INSTALLATION p TESTING LAB TO'SNUG TIGHT CONDITION STRUCTURAL MASONRY: DRILLED -IN ADHESIVE ANCHORS, RODS AND DOWELS SHA�7F BE CONTINUOUSLY INSPECTED DURING INSTALLATION ICC EVALUATION REPORT C TESTING LAB APPROVED FABRICATORS: CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE FABRICATION SUCH AS STRUCTURAL STEEL, OPEN -WEB STEEL P TESTING LAB JOISTS AND GIRDERS, GLU-LAMS, AND PRE -CAST CONCRETE SPECIAL INSPECTION PROGRAM NOTES: 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. C = CONTINUCUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: ENGINEER: VLMK CONSULTING ENGINEERS GEOTECHNICAL: TO BE DETERMINED TESTING LAB: TO BE DETERMINED TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY THE LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE -CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland, Oregon 97239 503.222.4453 VLMK.COM PROJECT NAME MOD PIZZA FACADE 12180 SW SCHOLLS FERRY ROAD TIGARD, OREGON 97223 REVISIONS 06.16.15 DATE MAY 2015 SCALE PROJ. NO. AS NOTED 20140738 DRAWN CHECKED KDR KMK STRUCTURAL NOTES & SPECIAL INSPECTIONS SIM kcp+, 1 E E i f J i t # ri E FOOTING WITH S EACH WAY , FOOTING DEPTH t # # 3 7 i 1 i # # 1 # # # # t i # CMU PIER, PICAL # E E t i A # # t ( r i E CMU PIER FOOTING PICAL 11'-3 1/4" FIELD VERT I E i i 1 ! i L 3 # f # rJ i CLPIERICOLUMN L� * r ---(E) CMU WALL TYPICAL E � t E t r� E ! € I t i E i E i E 3 E s # i # # rpt --(E) THICKENED SLAB TYPICAL E f E i E i E E i E E # E S E # € i E 1 E # i # E i # i f t 1 � 3 I 3 I E ! -----r—(E) FOOTING, TYPICAL. - li i ! # L t i 3 r' 1 1 (E PIER/COLUMN E i L 3 E 1 # E ! i 1 r� € i E i E # E ! SIGNAGE FOUNDATION PLAN FOUNDATION NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SHOWN. NOTIFY ENGINEER OF RECORD IMMEDIATELY WITH ANY DISCREPANCIES. 3. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING TO BE A MINIMUM OF 18" BELOW FINISH GRADE. 4. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND COMPACTION TO SUPPORT FOUNDATIONS AND CONCRETE SLAB ON GRADE. 5 W 1/4"= V-0" V S-9" E_ X-9" 1__-_..---- -------- ----- r SLOP D W8x15 G� g0 m ------------- TYP r ------------- ----- Q(% W _______________� O • 1Ni co (n m O i --------- ------- --- -- m/ � 1 e SLOPED WBxTS_-- ---- q ^ait r„ ..__-__ TYP w v'1_. ' ...._..__.--- ------------- -_-_..-- i 1 '-------------�_._.._..----- --------- X t X__,..__---- _-__-. / 1 '--------- 1 ------------- _.-_-_ �I-� p SLOPED; W8x15 F- i __ _-. _,. .-,-___- �1 t " - S2.0 O 1 1 TYP int --------------- "o _- _-______ " o _-_--__- _ M t �- - 1 X-9" 3'-9" SIGNAGE SOFFIT FRAMING PLAN SOFFIT FRAMING NOTES: 5 1/8"x 18" GLB BELOW {E} CMU WALL TYPICAL WOOD STUD WALL 5 118"x 18" GI -B BELOW (E) SLOPED ROOF FRAMING AT 16" O.C. BELOW (E) SOFFIT FRAMING AT 16" O.C. BELOW TYPICAL 5 1/8" x 22 1/2" GLB BELOW 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SHOWN. NOTIFY ENGINEER OF RECORD IMMEDIATELY WITH ANY DISCREPANCIES. 1/4"= V-0" WBx15 S2.0 TYP W8x15 W8x15 W8x15 I--- " - 2 $2.0 TYP k to SIGNAGE ROOF FRAMING PLAN ROOF FRAMING NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SHOWN. NOTIFY ENGINEER OF RECORD IMMEDIATELY WITH ANY DISCREPANCIES. 1/4'= V-0" VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland, Oregon 97239 503.222.4453 VLMK.COM PROJECT NAME MOD PIZZA FACADE 12180 SW SCHOLLS FERRY ROAD TIGARD, OREGON 97223 REVISIONS ® DATE DESCRIPTION 06.16.15 DATE MAY 2015 SCALE PROJ.NO. AS NOTED 20140738 DRAWN CHECKED KDR KMK STRUCTURAL PLANS si.0 BASE PLATE A COLUMN PER PLAN 4 x O U Z 1 U) A �W A FOOTING PER PLAN SIGNAGE FOUNDATION DETAIL (E) CMU PIER (NOT AT SIM) 3/4" BASE PLATE WITH (4) 3/4" DIA x 9" EMBED J -BOLTS (2) #4 x REQUIRED EPDXY DOWELS AT 6" O.C. (4" EMBED) (NOT AT SIM) (E) FOOTING (NOT AT SIM) CAP PLATE TO BEAM FLANGE STIFFENER PLP BEAM FLANGE' EACH SIDE STIFFENER PLATE TO MATCH BEAM FLANGE THICKNESS 3/16 STIFFENER PLATE TO MATCH BEAM FLANGE THICKNESS CAP PLATE PER 2 TYPICAL S2.0 LAN J, TYPICAL TYPICAL 3116 P 1/4 -BEAM PER PLAN, TYPICAL NOTES: 1.) ALL COMPLETE PENETRATION WELDS TO UTILIZE AN ELECTRODE WHICH HAS A CHARPY V -NOTCH TOUGHNESS RATING (CVN) OF 20 FT -LBS AT -20" F AND 40 FT -LBS AT 70" F. 2.) REMOVE ALL BACKER BARS AND RUN OFF TABS. 3.) ALL CJP WELDS TO BE GROUND SMOOTH AND FINISHED WITH A 1/4" FILLET WELD. 4.) PERFORM ULTRASONIC TESTING ON ALL CJP WELDS. 5.) FULL TIME SPECIAL INSPECTION REQ'D ON ALL CJP WELDS. SIGNAGE FRAMING DETAIL (3) SIDES, TYPICAL 1/4 1/4 �L3x3x1/4 x REQ'D EACH SIDE BIM PER CAP PLATE N WITH N r-1/2x4xl1 BASE PLATE WITH (2) 3/4" DIA x 6" EMBED EPDXY ANCHORS AT B" O.C. CELLS MUST BE GROUTED co (E) CMU WALL WITH NAILER BEAM PER PLAN WITH 1/4" CAP PLATE LU y FIELD VERIFY SLOPE N 0 (E) FINISHES N co 0 V 3" i EQ EQ N LINE OF (E) ROOF � m O n a v N 5 SIGNAGE FRAMING DETAIL \��o 1/4 V - N STIFFENER PLATES PEReTYPICAL 52.0 STIFFENER PLATES PEReTYPICAL S2.0 BEAM PER eTYPICAL s2.o 3/16 ABEAM PER<PLAN 1/4 V (3) SIDES J PER PLAN BEAM PER PLAN FIELD VERIFY SLOPE ililf]➢ 1/2" A SIGNAGE FRAMING DETAIL (3) SIDES, TYPICAL }— 11/4 14 BEAM PER PLAN WITH 1/4" CAP PLATE S 3" i EQ EQ \�» I -LINE OF (E) ROOF 0 SIGNAGE \p ny BEAM PER PLAN WITH � 1/4" CAP PLATE FIELD VERIFY SLOPE INISHES (E) FINISHES— SIGNAGE FRAMING DETAIL -LINE OF (E) BUILDING 1/2" STIFFENER PLATE (3) SIDES, TYPICAL (3) SIDES L3x3xl/4 x REQ'D EACH SIDE ,w > 0 w w 1/2x4xl1 BASE PLATE WITH (2) 3/4" DIA THRU-BOLTS - AT 8" O.C. M (E) 2x8 WOOD WALL AT 16" O.C. WITH DOUBLE TOP PLATE -0. BEAM PER PLAN 1/2" MAX a --- 114 io i BEAM PER PLAN RADIUS COPE AS REQ'D 1/2"2 PLATE 1/4 x REQ'D WITH 1 1/2" (2) 3/4 -DIA THRU-BOLTS COLUMN PER PLAN TYPICAL j�-LINE OF (E) BUILDING i BEAM PER PLAN n SIGNAGE FRAMING DETAIL LINE OF (E) SOFFIT (E) BOTTOM TRACK TO BE CUT FOR J COLUMN, PROVIDE L3x3xl8GA x 0'3" CLIP ANGLE EACH SIDE OF COLUMN AT (E) BOTTOM TRACK TO BE CUT WITH (3) #10 SCREWS INTO TRACK AND (2) 0.145" DIA PAFs INTO COLUMN FIELD VERIFY 1 1/2" TYP TYPICAL 691]3.9 PLATE 1/2XREQ'Dxll WITH (2) 3/4" DIA x 6" EMBED LAG SCREWS AT 8" O.C. 1/4 TYP -1/4" PLATE EACH SIDE WITH (2) 5/8" DIA THRU-BOLTS IN BOTTOM OF 1 1/2" VERTICALLY SLOTTED HOLES IN PLATES HSS4x4xl/4 COLUMN LOCATIONS PER ARCH ALIGN INSIDE FACE WITH (E) GLULAM INSIDE FACE L -SHAPED 1/2" x 4" BASE PLATE WITH (2) 5/8" DIA x 4" EMBED 1/4 EPDXY ANCHORS (E) SIDEWALK (E) SLAB �. d4' 'ii.q 2" MIN r (E) FOOTING _ s b VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland, Oregon 97239 503.222.4453 VLMK.COM PROJECT NAME MOD PIZZA FACADE 12180 SW SCHOLLS FERRY ROAD TIGARD, OREGON 97223 REVISIONS vG vnwviv On �Y 12, �. FN0 RUSE , 06.16.15 EXPIRES: 12/31/2016 DATE MAY 2015 SCALE PROJ. NO. AS NOTED 20140738 DRAWN CHECKED KDR KMK STRUCTURAL DETAILS 7 OVERHEAD DOOR TRACK SUPPORT S2.0