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Plans (11) BUP2019 -00081 PROJECT TEAM : PROJECT DESCRIPTION: DRAWING INDEX: OWNER 4-STORY MULTIFAMILY RESIDENTIAL DEVELOPMENT CONSISTING OF 48 UNITS GENERAL A8.31 EXTERIOR DETAILS-WINDOW INSTALLATION SEQUENCE TOTAL, GROUND FLOOR SUPPORT SPACES FOR RESIDENTIAL INCLUDE LOBBY, G1.01 COVER SHEET A8.32 EXTERIOR DETAILS-WINDOW OPENINGS I MANAGEMENT OFFICES, COMMUNITY ROOM, COMMON UTILITY SPACES AND G1.02 GENERAL INFORMATION/SHEET INDEX A8.33 EXTERIOR DETAILS-STOREFRONT COMMUNITY PARTNERS FOR AFFORDABLE HOUSING BICYCLE STORAGE. EXTERIOR SITE IMPROVEMENTS, SURFACE PARKING AND G1.03 ABBREVIATIONS/SYMBOLS A8.34 EXTERIOR DETAILS- DOOR OPENINGS OXON.6380 SW CAPITOL HWY. #151 STREETSCAPE UPGRADES ON ONE FRONTAGE IS ALSO INCLUDED IN THE Q,PROJECT. G1.04 BUILDING INFORMATION A8.41 EXTERIOR DETAILS- DECK �i8 „ PORTLAND, OR 97239 G1.05a SURVEY, FOR REFERENCE ONLY A8.42 EXTERIOR DETAILS- DECK ar� RACHAEL DUKE G1.05b SURVEY, FOR REFERENCE ONLY A8.43 EXTERIOR DETAILS- DECK /jp G1.05c SURVEY, FOR REFERENCE ONLY A8.44 EXTERIOR DETAILS-SUNSHADES C0.2V/ll�� 503.293.4038 A8.51 EXTERIOR DETAILS- ROOF G2.01 CODE REVIEW SUMMARY A8.52 EXTERIOR DETAILS- ROOF 0 G2.02 CODE REVIEW SUMMARY A8.53 EXTERIOR DETAILS-CANOPIES lO ARCHITECT G2.03 CODE REVIEW SUMMARY A8.54 EXTERIOR DETAILS-CANOPIES y, _1�� a o SITE INFORMATION . G2.04 FIRE LIFE SAFETY- FLOOR PLANS A8.55 EXTERIOR DETAILS- ROOF uj CARLETON HART ARCHITECTURE PC G2.05 FIRE LIFE SAFETY- FLOOR PLANS A8.61 INTERIOR DETAILS-GENERAL DETAILS 1� 830 SW 10TH AVENUE #200 G2.06 FIRE LIFE SAFETY- FLOOR PLANS, SECTIONS &ANALYSIS A8.62 INTERIOR DETAILS-GENERAL DETAILS = c PORTLAND, OREGON 97209 G2.07 FIRE LIFE SAFETY-SECTIONS&ANALYSIS A8.63 INTERIOR DETAILS-GENERALDETAILS ADDRESS: 11090 SW 68TH PKWY, TIGARD OR 97223 A8.64 INTERIOR DETAILS-GENERAL DETAILS 0 ANNA GALLOWAY G3.01 VERTICAL ASSEMBLIES-EXTERIOR A8.71 INTERIOR DETAILS-CABINETRY&CASEWORK V G3.02 VERTICAL ASSEMBLIES- INTERIOR A8.72 INTERIOR DETAILS-CABINETRY&CASEWORK LLI N 503.206.3193 SITE AREA: 38333 SF RECEIVED G3.03 HORIZONTAL ASSEMBLIES- EXTERIOR A8.73 INTERIOR DETAILS-CABINETRY&CASEWORK T*"'df� a^ G3.04 HORIZONTAL ASSEMBLIES-INTERIOR A8.81 INTERIOR DETAILS-STAIRS v" ' �i1►tA��j � � NOV 72019 = 0 3 GENERAL CONTRACTOR TAX LOT#: R2093437 A8.82 NTERIOR DETAILS- ELEVATOR to l CITY OF TIGARD (� w 3 G4.01 ACCESSIBILITY SHEETS-GENERALa BUILDING DIVISION o G4.02 ACCESSIBILITY SHEETS-COMMON AREAS A9.01 DOOR SCHEDULE LMC CONSTRUCTION CCB# 161282 G4.03 ACCESSIBILITY SHEETS- DWELLING UNITS A9.11 WINDOWAND STOREFRONT SCHEDULE Q 19200 SW TETON AVE ZONING: TMU A9.21 FINISH AND LIGHTING SCHEDULE H TUALATIN, OR 97062 G5.01 AIR SEALING DETAILS Ix °a STRUCTURAL Q o CHRIS DUFFIN CIVIL S1.00 GENERAL STRUCTURAL NOTES = N 503.646.6823 DEFERRED SUBMITTALS: C0.00 CIVIL NOTES S1.01 SHEAR WALL DETAIL AND SCHEDULES CO.01 CIVIL NOTES S1.02 STRUCTURAL SCHEDULES Z C1.00 EXISTING CONDITIONS AND DEMO PLAN O N LANDSCAPE ARCHITECT CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS C2.00 LAYOUT& PAVING PLAN S2.01 BASEMENT FOUNDATION PLAN m N REQUIRED FOR SUBMISSION TO, AND APPROVAL OF ARCHITECT, OWNER, AND C3.00 GRADING PLAN S2.02 FOUNDATION PLAN LV t N MARIANNE ZARKIN LANDSCAPE ARCHITECTS GOVERNING BUILDING DEPARTMENT: C4.00 UTILITY PLAN S2.03 LEVEL 2 FLOOR FRAMING PLAN J o ce) -ROUTE BIDDER DESIGNED SYSTEMS DOCUMENTS TO ARCHITECT PER IBCC5.00 CIVIL DETAILS S2.04 LEVEL 3 FLOOR FRAMING ; vv 1326 NE 63RD AVE SECTION 106.3.4.2 C5.01 CIVIL DETAILS S2.05 LEVEL 4 FLOOR FRAMING PLAN -UPON COMPLETION OF REVIEW BY THE ARCHITECT AND ENGINEER OF Q o PORTLAND, OR 97213 RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING C5.02 CIVIL DETAILS S2.06 ROOF FRAMING PLAN L) m N MARIANNE ZARKIN DOCUMENTS TO PERMIT AGENCY FOR PLAN REVIEW AND PAYING ANY C5.03 CIVIL DETAILS PLANS CHECK AND PERMIT FEES. C5.04 CIVIL DETAILS S3.01 BASEMENT LEVEL 1 FOUNDATION AND FRAMING DETAILS 503.802.0031 S3.02 BASEMENT LEVEL 1 FOUNDATION AND FRAMING DETAILS ITEMS: C6.00 PUBLIC COVER S3.03 BASEMENT LEVEL 1 FOUNDATION AND FRAMING DETAILS V C6.01 PUBLIC NOTES S3.04 BASEMENT LEVEL 1 FOUNDATION AND FRAMING DETAILS Z CIVIL ENGINEERC6.02 SW68TH PARKWAY PUBLIC PLAN AND PROFILE 1 AUTOMATIC FIRE EXTINGUISHING SPRINKLER SYSTEM THROUGHOUT PER NFPA 13. C6.03 SW 68TH PARKWAY PUBLIC WATERLINE PLAN AND PROFILE 54.01 FLOOR FRAMING DETAILS HUMBER DESIGN GROUP 2 COMPLETE FIRE ALARM & DETECTION SYSTEM(TO CORRESPOND WITH FIRE C6.04 PUBLIC DETAILS S4.02 FLOOR FRAMING DETAILS M O 117 SE TAYLOR STREET, SUITE 202 & LIFE SAFETY SYSTEMS AS DESCRIBED IN THIS SET.) S4.03 FLOOR FRAMING DETAILS N 3 COMPLETE STANDPIPE SYSTEM AS REQUIRED PER SECTION 905. LANDSCAPE S4.04 FLOOR FRAMING DETAILS CV PORTLAND, OR 97214 1-1.00 PLANTING LEGEND 4 ROOF TRUSSES W G)BILL BRANNAN 5 PRE-FAB I-JOISTS 1-1.01 TREE PROTECTION, REMOVAL AND SOIL VOLUME PLAN S5.01 ROOF FRAMING DETAILS (n J 510.228.3122 6 SEISMIC ROD HOLD-DOWN SYSTEM 1-1.02 PLANTING PLAN S5.02 ROOF FRAMING DETAILS Z W CO 7 INTUMESCENT PAINT FOR STEEL COLUMNS AND BEAMS 1-1.02.5 PLANTING PLAN -VEGETATED CORRIDOR O 0 Q 1-1.03 PLANTING DETAILS S6.01 SCREEN WALL, TRASH ENCLOSURE, AND SMOKING SHELTER C 0 �-- STRUCTURAL ENGINEER L2.00 IRRIGATION PLAN PLANS AND DETAILS c w - LL! L2.01 IRRIGATION DETAILS RADON Q Q O LULU TM RIPPEY Ro.01 SPECIFICATIONS (D LL 7650 SW BEVELAND SUITE 100 ARCHITECTURAL Y F: Q � `^+„ PORTLAND, OR 97223 A1.01 SITE PLAN R1.00 FOUNDATION PLAN W �.. DOUG GANNETTA2.00 FOUN ATION SLAB P N $ R2.00 BASEMENT PLAN W 0 503.443.3900 A2.01 BASEMENT&GROUND FLOOR PLAN R2.01 GROUND FLOOR PLAN V A2.02 R2.02 SECOND FLOOR PLAN V a U) A2.03 THIRD FLOOR PLAN R2.03 THIRD FLOOR PLAN iIx LL MECHANICAL ENGINEER A2.04 FOURTH FLOOR PLAN R2.04 FOURTH FLOOR PLAN U = W A2.05 ROOF PLAN R2.05 ROOF PLANZ O (DESIGN ASSIST) A2.11 REFLECTED CEILING PLAN -LEVEL 1 R3.00 DETAILS 0 00 SEPARATE PERMITS: A2.12 REFLECTED CEILING PLAN -LEVELS 2-4 GLUMAC A2.21 FINISH FLOOR PLAN-LEVEL 1 LIGHTING W 3: a 900 SW 5TH AVE. SUITE 1600 A2.22 FINISH FLOOR PLAN- LEVELS 2-4 IL1.01 PHOTOMETRIC PLAN U) PORTLAND, OR 97204 1 FIRE MAINS, SPRINKLERS,AND FIRE ALARMS(AUDIBLE &VISUAL ALARMS) IL1.02 ILLUMINATION PLAN 0 } UNDER SEPARATE PERMIT FROM THE FIRE MARSHAL'S OFFICE. A3.01 UNIT PLANS-TYPE 1 (3) JOSHUA CHECKIS 2 COMPLETE ELECTRICAL AND LOW-VOLTAGE SYSTEMS. A3.02 UNIT PLANS-TYPE 2 O Z 503-345-6274 3 COMPLETE HEATING, VENTILATING,AND AIR CONDITIONING SYSTEMS. A3.03 UNIT PLANS-TYPE 3 Z)4 COMPLETE BUILDING PLUMBING SYSTEMS. A3.04 UNIT PLANS-TYPE 4 C 5 COMPLETE SITE PLUMBING SYSTEMS A3.05 UNIT PLANS-TYPE 5 - CG PLUMBING ENGINEER (DESIGN A3.06 UNIT PLANS-TYPE 6 SPECIA(. uP:::4?r .rvREQUIRED C A3.07 UNIT PLANS-TYPE 7 State of Oregon Ctr.tc zurai Spc->ialty Code 0 ASSIST) A3.11 ENLARGED PLANS FJ A3.12 ENLARGED PLANS Concrete and Reinforcing Steel GLUMAC A3.13 ENLARGED PLANS 900 SW 5TH AVE. SUITE 1600 Bolts Installed in Concrete GENERAL INFORMATION / A4.01 EXTERIOR ELEVATIONS ❑ Special Moment•ResiatingConcrete Frame SHEETINDEX PORTLAND, OR 97204A4.02 EXTERIOR ELEVATIONS HEATHER HARDIE-HILL VICINITY MAP. A4.03 EXTERIOR ELEVATIONS ❑ Reinforcing^atoel&PrzstresaingSteal Tendont 503-227-5280 13Sttucturalwel(kng PROJECT NO. A5.01 BUILDING SECTIONS- NORTH/SOUTH ❑ High-Strenp t Bol'Jng 17055 A5.02 BUILDING SECTIONS-EAST/WEST ELECTRICAL ENGINEER A5.11 WALL SECTIONS ❑ SwAturelmoscnry A5.12 WALL SECTIONS ❑ Reinforced Cy* 'n Crl=eteX 0 09.30.2019 (DESIGN ASSIST) ❑ br. + +in or'-wa :F,i A6.01 VERTICAL CIRCULATION STAIR01 sit rRearra Q a GLUMAC A6.02 VERTICAL CIRCULATION STAIR 02 ❑ Yhr w =� REVISIONS:/#\ A6.03 VERTICAL CIRCULATION ELEVATOR ❑ Pslr3s,Otec9Fasrc�Ces ras. � :o 900 SW 5TH AVE. SUITE 1600 z :m A6.04 VERTICAL CIRCULATION SHAFTS 3 1 PR 01 09.06.19 PORTLAND, OR 97204 ADAM RITENOUR A8.01 SITE DETAILS-MOCK UP E3 ERaa16Yt 0 8 PR 03 11.04.19 503-345-6387 A8.02 SITE DETAILS-TRASH ENCLOSURE ❑ SmPkec�. sts A8.03 SITE DETAILS-SMOKING SHELTER (ALTERNATE#9) w r A8.04 SITEDETAILS-SCREENING Cl trvnu.Io ' U o A8.11 EXTERIOR DETAILS- FOUNDATION AND BASE CONDITIONS v? P " A8.12 EXTERIOR DETAILS- FOUNDATION AND BASE CONDITIONS Q A8.13 EXTERIOR DETAILS- FOUNDATION AND BASE CONDITIONS = A8.14 EXTERIOR DETAILS- FOUNDATION AND BASE CONDITIONS Q 0 A8.21 EXTERIOR DETAILS- BUILDING SKIN w a � r A8.22 EXTERIOR DETAILS- BUILDING SKIN Q A8.23 EXTERIOR DETAILS-APPURTENANCES (9 o zw G1 002 OU I w ` -' > o Project: Red Rock Creek Commons CHAPTER 3-USE AND OCCUPANCY CLASSIFICATION 509.4.2 Protection.Where Table 509 permits an automatic 704.4 Protection of seconds members. Seconds members that •V 22. R secondary Secondary Exterior Wallis(Sac 707,4) Where exterior walls serve as part of a required Bre-resistance- �d Occupancy Groups sprinkler system without a fire barrier,the incidental uses shall be are required to have a fire-resistance rating shall be protected by rated shaft or stairway or ram enclosure, or separation,such f� R-2-Residential (Apartment houses) Y R P (Sec 302.1) separated from the remainder of the building by construction individual encasement protection,by the membrane or caning of a walls shall comply with the requirements of Section 705 for ACCESSORY: capable of resisting the passage of smoke.The wails shall extend horizontal assembly in accordance with Section 711,or by a exterior walls and the fire-resistance-rated enclosure or separationV6 A-Assembly, Classified as 8 Occupancy from the tap of the foundation or floor assembly below to the combination of both, requirements shell not apply. 01 IAN A* Nna underside of the ceiling that is a component of a fire-resistance- 704.1.1 Light-frame construction. sting studs and boundary elements Exception; Exterior walls r (Community Room <750 SF-Section 303.1.2.2) p ' squired to to ofire-resistanceexit t wrated in rated floor assembly or roof assembly above or to the underside of that are integral elements in load-bearing wails of sight-frame accordance with Section 1022.7 for interior exit stairways. B-Business(Offices) the floor or roof sheathing,deck or stab above. Doors shall be self- construction shall be permitted to have required fire-resistance ratings 8-1 - Storage(Trash, maintenance) or automatic-dosing upon detection of smoke in accordance with provided by the membrane protection provided for the load'-bearing wall. Continuity(Sec 707.5) Fire barriers shall extend from the top of the foundation or PC � � �� cl S-2-Store{Bicycle parking) Section 716.5.9.3. Doors shall not have air transfer openings and 704.5 Truss protection.The required thickness and construction of fire- floor/cetfing assembly below to the underside of the floor or roof 418 r,O� shall not be undercut in excess of the clearance permitted in resistance-rated assemblies enclosing trusses shall be based on the sheathing,slab or deck above and shall be securely attached Qt7 accordance with NFPA 80.Wails surrounding the incidental use results of full-scale tests or combinations of tests on truss components thereto. Such fire barriers shall be continuous through concealed 4F �'g� CHAPTER 4-SPECIAL REQUIREMENTS FOR USE AND OCCUPANCY shall not have air transfer openings unless provided with smoke or on approved calculations based on such tests that satisfactorily space.Joints and voids at intersections shall comply with Sections dampers to accordance with Section 710.7. demonstrate that the assembly has the required fire resistance. 707.8 and 707.9. Section 420 420.2 Separation walls.Wall separating dwelling units in the same building and Table 509 Incidental Uses. 704.6 Attachments to structural members.The edges of lugs, P P 9 9 9 707.5.1 Supporting construction.The supporting construction U walls separating dwelling units from other occupancies contiguous to them in brackets, rivets and bolt heads attached to structural members shall be (Group R-2) Laundry rooms over 100 SF for a fire barrier shall be protected to afford the required fire- the same buildingshall be constructed as fire partitions in accordance with permitted to extend to within 1 inch of the surface of the fire protection. E P resistance rating of the fire barrier supported. Hollow vertical 11 o Section 708, 1 hour OR provide automatic sprinkler system 704.9 Impact protection.Where the fire protective covering e a spaces within a fire barrier shall be firebtocked in accordance with o Waste collection roams over 100 SF structural member is subject to impact damage from moving vehicles, U.1 420.3 Horizontal separation. Floor assemblies separating dwelling units in the same Sections 7483 at every floor levet. ` the handling of merchandise or other activity,the fire protective covering buildings and floor assemblies separating dwelling units from other 1 hour OR provide automatic sprinkler system shall be protected by comer guards or by a substantial jacket of metal or Exception 2: Shaft enclosures shall be permitted to terminate at a IY occupancies contiguous to them in Ota same building shall be constructed astop enclosure complying with Section 713.12. other noncombustible material to a height adequate to provide full c horizontal assemblies in accordance with Section 711, Exception 4: interior exit stairway enclosures required by Section � o protection, but not less than 5 feet from the finished floor. 1022.2 shall be permitted to terminate at a top enclosure 420.5 Automatic sprinkler system.Group R occupancies shall be equipped CHAPTER 6-TYPES OF CONSTRUCTION 704.10 Exterior structural members. Load-bearing structural members 0 throughout with an automatic sprinkler system in accordance with Section located within the exterior walls or on the outside of a building or complying with Section 713.12. U ` Fire-Resistance Rating Requirements(Tables 601 &602,see also 704 for fire-resistance rating of structural W o 903.2.8. Quick-response or residential automatic sprinklers shall be installed in structure shall be provided with the highest fire-resistance rating as Openings Sec 707.6 Openings in a fire barrier shall be protected in accordance with m accordance with Section 903.3.2. mere) determined in accordance with the following: ( ) R F- CanstructlonType V-A(structural elements,exterior walls and interior walls are of 9 Section 716,Openings shall be limited to a maximum aggregate _ 420.6 Smoke detection and fire alarm systems. Fire alarm systems and smoke any materials permitted by this code) 1, As required by Table 601 for the type of building element based width of 25 percent of the length of the wall, and the maximum 3 alarms shall be provided in Group R-2 occupancies in accordance with Section on the type of construction of the building; area of any single opening shall not exceed 156 square feet. = 0 3 907.2.9.Single-or multiple-station smoke alarms shall be in accordance with 2. As required by table 601 for exterior bearing walls based on the Openings in enclosures for interior exit stairways shalt also comply V w 3 Section 907.2.11. Primary Structural Frame- I-HR* type of construction; and with Section 1023,5. `o including columns,girders and joists 3. As required by Table 602 for exterior walls based on the fire Exception 1: Openings shall not be limited to 156 square feet Q 0 separated distance, where adjoining floor areas are equipped throughout with an m CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS BASED ON CONSTRUCTION TYPE Bearing Walls-Exterior 1-HR*(Not less than the fire-resistance rating as referenced in 704.11 Bottom flange protection. Fire protection is not required at the automatic sprinkler system in accordance with Section 903.3.1.1. - Allowable Building Height 704.10) bottom flange of lintels,shelf angles and plates,spanning not more than Exception 2: Openings shall not be limited to 156 square feet or ~ o Bearing Walls-Interior 1-HR 6 feet 4 inches whether part of the primary structural frame or not,and an aggregate width of 25 percent of the length of the wall where ° Occupancy Groups R-2 from the bottom flange of lintels,shelf angles and plates not art of the o 9 9 R R the opening protection is a fire door serving enclosures for interior Q o - Construction Types V-A Nonbearing walls and partitions- No Rating(Table 602) structural frame,regardless of span. exit stairways. _ Height Exterior 704.13 Sprayed fire-resistant materials(SFRM).Sprayed fire-resistant materials(SFRM)shall comply with Sections 704.13.1 through 704.13.5. Penetrations(Sec 707.7) Penetrations of fire barriers shall comply with Section 714, Allowable Height(Sec. 504&Table 503) 3 Stories, 50 ft Nonbearing Walls and Partitions-Int. 0(Not less than the fire-resistance rating required by other 707.7.1 Prohibited penetrations: Penetrations into enclosures for Z sections of this code) 704,13.1 Fire-resistance rating.The application of SFRM shall be d N Sprinkler Increase(Sec.504) 1 Story, 20 ft interior exit stairways shall be allowed only when permitted by O > ,n consistent with the fire-resistance rating and the listing, including, but not Section 1023.6. m N Floor Construction- 1-HR H (not to exceed 60 limited to, minimum thickness and dry density of the applied SFRM, t N feet or 4 stories) Including secondary members method of application,substrate surface conditions and the use of Ducts and Air Transfer Openings(Sec Penetrations in a fire barrier by ducts and air transfer openings LU - Total Allowable Height 4 Stories,60 it Roof Construction- 1-HR(In all occupancies, heavy timber shalt be allowed where a bonding adhesives, sealants, reinforcing or other materials. 707.10) shall comply with Section 717. J Including secondary members 1-hour or less fire-resistance rating is required.) 704.13.2 Manufacturer's installation instructions.The application of 3 N SFRM shall be in accordance with the manufacturer's installation Fire Partitions(See 708} Q o M Proposed Haight 4 Stories,51 ft instructions. U *Not less than the fire-resistance rating based on fire separation distance per Table 602 704.13.3.1 Surface condition, Substrates to receive SFRM shall be Separation Rating 0D to Allowable Floor Area (Table 503) free of dirt,oil,grease,release agents,loose scale and any other A,=A, + (Pu x lf)+ (Aix Is) Per Table 601, to Type V-A construction,an approved automatic sprinkler system in accordance with section conditions that prevents adhesion.The substrates shaft also be free of Dwelling/Sleeping units 1 hr 903.3.1.1 shall be allowed to be substituted for 1-hour fire-resistance-rated construction,provided such system is primers, paints and encapsulants other than those fire tested and listed Corridor wails(sea also Sec 708.3& 0.5-hr Required, 1-hr provided not otherwise required by other provisions of the code or used for an allowable area increase in accordance with by a nationally recognized testing agency. Primed, painted or 1018.1) V A€(Tabular building area per story) 12,000 sf Section 506.3 or an allowable height increase in accordance with Section 504.2.The 1-hour substitution for the encapsulated stell shall be allowed,provided that testing has Z F (Perimeter fronting public way- 541 ft fire resistance of exterior walls shall not be permitted. demonstrated that required adhesion is maintained. Corridor ceilings 0.5-hr Required, 1-hr provided - 20'min, width) 704,13.3.2 Primers,paints and encapsulants,Where the SFRM is to U) P(Perimeter of entire building in feet) 541 ft be applied over primers, paints or encapsulants other than those Elevator lobby separation No separation required per 713.14.1,Exception 3 D specified in the listing,the material shall be field tested in accordance Fireblocking/draftstopping(Sec 708.4) Where fire partitions are not continuous,firebiocking or (y) O W(Width of public way-Sec.506.2.1) 30 with ASTM E 736. Where testing of the SFRM with primers, or n CHAPTERS 6&7:-EXTERIOR WALLS AND OPENINGS , pdraftsto ppl g€'s required their termination lo the sheathing, deck n1 It(%area increase due to frontage- 75 encapsulants demonstrates that required adhesion is maintained,SFRM or slaty above in accordance with Sections 71$.2 and 71$.3 at the N See. 508.2) shall be permitted to be appliedto primed,painted or encapsulated wide rti e, w Flre-Resistance Rating Rertutrements flange steel shapes in accordance with the following conditions: J N=jF/P-0.251 W130 1. The beam flange width does not exceed 12 inches(305mm);or G N o Wait Location" Wall Area and Openings Max.Area of Ext.Wall Opening 2.The column flange width does not exceed 16 inchs 400 mm or Z Is(/o area increase due to sprinklers*-Sea506.3) 2 (Table 602) (Table 705.8) g ( )' 3. The beam or column web depth does not exceeed 16 inches(400 Ex ton her carrij imiliri co cted equi O O 0 Wall location Distance to Req'd Wall Proposed %area Degree of Allowable mm). r the c €dor w s,the IIs sh a per €ted to rmina a# k(Allowable area per floor-Sec 506.1) 21,240 of property litre fire area opening of Opening %area of 4. The average and minimum bond strength valus shall be the upper membrane of such ceiling assembly. � Q A, = A, + (A,x t.) + (At x l,) (it) rating area openings Protections openings determined based on a minimum of five bond tests conducted in Exception 6: Fireblocking or draftstopping is not required at the accordance with ASTM E 736. Bond tests conducted in accordancepartition line in buildings equipped with an automatic sprinkler O Q O with ASTM E 736 shall indicate a minimum average bond strength system installed throw hout in accordance with Section 903.3.1.1 Ys 9 N A X>30 0-HR NIA NIA NIA UP,S Not Req'dProposed Area per Floor(Basement) $12 sf of 80 percent and a minimum individual bond strength of 50 percent, or 903.3.1.2,provided that automatic sprinklers are installed in V LD LL N-B X>30 0-HR NIA NIA NIA UP,S Not Req'd when compared to the bond strength of the SFRM as applied to combustible floor/ceiling and rooficeiling spaces. - Proposed Area per Floor(Levels 1.4) 9,049 sf clean uncoated 118-inch thick(3 mm)steel plate. Y Lii E-A X>30 0-HR N/A N/A NIA UP, S Not Req'd 704.13.4 Temperature.A minimum ambient and substrate temperature Exterior Walls (Sec 708.5) Where exterior walls serve as a part of a required fire-resistance- W } Allowable Building Area of 40°F(4.440C)shall be maintained during and for a minimum of 24 rated separated, such walls shall comply with the requirements of W Q E-B 10<X<30 1 HR N/A NIA NIA UP.S No Limit hours after the application of the SFRM, unless the manufacturer's Section 705 for exterior walls and the fire-resistance-rated Single Occupancy Total Allowable Building Area 84,960 sf _ A. x allowed stories above grade plane E-C X>30 0-HR N/A N/A NIA UP,S Not Req'd installation instructions allow otherwise, separation requirements shall not apply. V Y 704.13.5 Finished condition.The finished condition of SFRM applied to Exception: Exterior walls required to be fire-resistance rated in (Sec 506.4.1, exception 2) E-O X>30 0-HR N/A NIA N/A UP,S Not Req'd structural members or assemblies shall not, upon complete drying or accordance with Section 1022.7 for interior exit stairways. Y E-E X>30 0-HR N/A N/A N/A UP,S Not Req'd curing,exhibit cracks.voids,spalls,delamination or any exposure of the Openings(Sec 708.6) Openings in a fire partition shall be protected in accordance with = w Proposed Building Area substrate.Surface irregularities of SFRM shall be deemed acceptable. Section 746. Z Total(Levels 1 4) 36,708 at S-A X>30 0-HR NIA NIA NIA UP, S-8 X>30 0-HR NIA N/A NIA UP,S Not Req'd Exterior Walls (Sec 705) Penetrations (Set 708.7) Penetrations of fire partitions shall comply with Section 714. tD Projections (Sec 705.2 & Table 705.2) Ducts and Air Transfer Openings (Sec Penetrations in a fire partition by ducts and air transfer openings Accessory Use Areas/Separations(Sec. 508.2) 508.2.1 Area limitations.Aggregate accessory occupancies shall S-C X>30 0-HR NiA N/A NiA UP,S Not Raq'd 708.9) shall comply with Section 717. Q occupy no more the 10%of the building area of the story in which S-D X>30 0-HR NIA N/A N/A UP,S Not Req'd 707.2.2-Projections shall be of any approved material. LU U) a they are located and shall not exceed the tabular values in Table 503,without building area increases in accordance with Section 506 W-A X>30 0-HR N/A N/A NIA UP,S Not Req'd Projection FSO Min distance Allowed Proposed Projection O for such accessory occupancies. 0 from line used projection projection length construction type Smoke Barriers (Sec 709) Smoke barriers are required to be 1-hour Bre resistance rated. W-B X>30 0-HR NIA WA NIA UP, S Not Req'd to determine length z 508.2.2 Occupancy classification.Accessory occupancies shall FSD be individually classified in accordance with Section 302.1. The Openings shat be protected per Section 716. D requirements of this code shall apply to each portion of the building Main 30 feet or 20' 18'-11" T-3" V CC based on the occupancy classification of that space. *Load-bearing exterior wails shall also comply with the fire-resistance rating requirements of Table 601.The fire- Canopy greater G 508.2.3 Allowable building area and height.The allowable resistance rating of an exterior wall is determined based upon the fire separating distance of the exterior wall and Horizontal Assemblies (Sec 711) 2 building area and height of the building shall t, based on the the story in which the wall is located.Where Table 705.8 permits nonbearing exterior walls with unlimited area of Fire-resistance rating (Sec 711.3) Where the Poor assembly separate mixed occupancies,the Q 9 9 9 unprotected openings,the required fire-resistance rating for the exterior walls is 0 hours. Structural Stability(Section 705.6) The wall shall extend to the height required by Section 705.11 and allowable buildingarea and height for the main occupancy in assembly shall have a fire-resistance rating of not less than that U 9 Pa cY shall have sufficient structural stability such that it will remain in required by Section 508.4. Horizontal assemblies between accordance with Section 503.1. place for the duration of time indicated by the required fire- dwelling units shall be 1-hr fire resistance rated. 508.2.4 Separation of Occupancies.No separation is required resistance rating. 711.3.2 Access doors.Access doors shall be permitted in between accessory occupancies and the main occupancy. CHAPTER 7-FIRE-RESISTANCE RATED CONSTRUCTION ceilings of fire-resistance-rated floor/ceiling and roof/ceiling CODE REVIEW SUMMARY Exception 2: R-2 dwelling units shall be separated from each other Vertical Separation of Openings (Sec No vertical separation is required per Exception 2: This section assemblies provided such doors are tested in accordance with and from adjacent occupancies per Section 420. Fire-Resistance Rating of The fire-resistance ratings shalt not be less than the ratings required for 705.8.5) shall not apply to buildings equipped throughout with an automatic A TM E 119 or UL 263 as horizontal assemblies and label b an Non-separated Occupancies (Sec. 508.3) 508.3.3 Separation.Exception 2: R-2 dwelling units shall be Structural Members (Section 704) the fire-resistance-rated assemblies supported by the structural sprinkler system in accordance with Section 903.3.1.1 or ppr I for pur separated from other dwelling units and from adjacent occupancies members. 903.3.1.2. G 711.3.3 Uable space. In 1 hertr�;esistanee Fated Beep PROJECT NO. per Sect 420 Exception: Fire barriers,fire partitions, smoke barriers and horizontalassemblies . In 1-hour fire-resistance-rated roof 17055 Required Separation of Occupancies (Table S-2(Storage)-1 hour(See Section 406.3.4) assemblies as provided in Sections 707.5, 7084, 709.4 and 711.4, parapets (Sec 705.11) Parapets shall be provided on exterior walls of buildings. a liIf m is ui b fie respectively.508.4) S-1 (Storage)-1 hour where unusable attic space occurs above. 704.2 Column protection.Where columns are required to have Exceptions:A parapet need'not be provided an an exterior wall � B(Business)- 1 hour protection to be fire resistance rated,the entire column shall be provided where any of the following conditions exist: Penetrations (Sec 711.5) Penetrations of horizontal assemblies,whether concealed orX o 04.29.2019 Incidental Use Areas/Separations(Sec. 509) 509.2 Occupancy classification. Incidental uses shall not be individual encasement protection by protecting it on all sides for the full 6. Where the wall is permitted to have at least 25 percent of unconcealed, shall comply with Section 714. , y individually classified in accordance with Section 302.1. incidental column length,including connections to other structural members,with the exterior wall areas containing unprotected openings based on fire separation distance as determined in Ducts and air transfer openings(Sec Penetrations in horizontal assemblies by ducts and air transfer Q w fire-resistance rating. Where the column uses shall be included in the building occupancies within which they materials having the required 711.7) openings shall comply with Section 717. a REVISI ONS:O# are located. extends through a telling,the encasement protection shall be accordance with Section 705.8. w = e sbarriers, 10 percent of the building area of the story in which they are Pre-resistance rating as that required for the supporting wall,and continuous from the top of the foundation or floor/ceiling assembly below Smoke Barrier(711.9) Where horizontal assemblies are required to be barri 509.3 Area limitations. Incidental uses shall not occupy more than 705.11.1 Parapet construction. Parapets shall have the same K 3 G Permit Rev. #4 08.05.19 through the ceiling space to the top of the column. penetrations and joints in such horizontal assemblies shall be a w 704,3 Protection of the primary structural frame other than protected in accordance with Sections 714.5 and 715.6. Z located. on any side adjacent to a roof surface,shall have noncombustible columns. Members of the primary structural frame other than columns Regardless of the number of stories connected by elevator shaft W o 509.4 Separation and protection.The incidental uses listed in faces for the uppermost height inches,the including hall nocountebe lesshing and Pa P that are required to have protection to achieve afire-resistance rating enclosures, doors located in elevator shall enclosures that a P 9 and support more than two floors or one floor and roof, or support a coping materials.The height of the parapet shall not be less than w Table 509 shall be separated from the remainder of the building or PR ppo 30 inches above the penetrate the horizontal assembly shall be protected by enclosed w � equipped with an automatic sprinkler system,or bath, in load-bearing wall or a nonload-bearing wall more than two stories high, point where the roof surface and the wall elevator lobbies complying with Section 713.14.1. Openings accordance with the provisions of that table. intersect. P shall be provided individual encasement protection by protecting them through horizontal assemblies shall be protected by shaft O ao 509.4.1 Separation.Where Table 509 specifies a fire-resistance- on all sides for the full length, including connections to other structural enclosures complying with Section 713. LL rated separation,the incidental uses shall be separated from the members,with materials having the required fire-resistance rating. Fire Barriers(Sec 707) remainder of the building by a fire barrier constructed in accordance Exception: Individual encasement protection on all sides shall be Fire-Resistance Rating (Sec 707.3) 707.3.1 Shaft enclosures shall comply with Section 713.4. _ Vertical openings(Section 712} with Section 707 or a horizontal assembly constructed in permitted on all exposed sides provided the extent of protection is in ¢ U ar:fxxdanrxr with .1gPrfinn 711. nr hrith accordance with the required fire-resistance rating,as determined in 707.3.2 Interior exit stairways shall comply with Section 1022.1. Shaft enclosures (Sec 712.1.1) Vertical openings contained entirely within a shalt enclosure W Section 703. complying with Section 713 shall be permitted. C 707.3.4 Exit passageways shall comply with Section 1023.3. Penetrations (Sec 712.1.4) Penetrations shall be protected in accordance with Section 714. uo 707.3.5 Horizontal exits shall comply with Section 1025.1. z o 707.3.6 Incidental uses shall have afire-resistance rating of not Ducts (Sec 712.1.5) Penetrations by ducts shall be protected in accordance with less than that indicated in Table 509. Section 717.6. ' G2001 Openings otherwise permitted (Sec Vertical openings shall be permitted where allowed by other 712.1.18) sections of this code. tri og Z 0 Shaft Enclosures (Section 713) Opening Protectives(Sec 716) 716.2 Fire-resistance-rated glazing. Fire-resistance-rated CHAPTER 8-INTERIOR FINISHES 908.7.2.2.3 Combination smoke/carbon monoxide General(713.1) Interior exit stairways shall be protected in accordance with the glazing tested as part of a fire-resistance-rated wall assembly in alarm/detector requirements.Combination alarms shall comply requirements of Section 1022. accordance with ASTM E 119 or UL 263 and label in accordance with ANSUUL 2034 and ANSIIUL 217. Combination detectors shall `I Minimum Class Fire Rating(Table 803.9) Construction (Sec 713.2) Shaft enclosures shall be constructed as fire barriers in with Section 703.6 shall be permitted in fire doors and fire window be listed as complying with ANSIIUL2075 and ANSI/UL 268. accordance with Section 707 or horizontal assemblies in assemblies where tested and installed in accordance with their Occupancy Type Exit enclosures and exit Corridors Rooms and enclosed 908.7.2.3.1 Carbon monoxide alarms.Single station carbon n accordance with Section 711,or both. listings and shall not otherwise be required to comply with this passage ways spaces monoxide alarms shall be battery operated,or may receive their R' ►� section. primary power from the building wiring system. Fire-resistance rating(Sec 713.4) Shaft enclosures shall have a fire-resistance rating of not less than 716.5 Fire door assemblies.Approved fire door assemblies shall R-2 C C C 908.7.2.3.2 Household carbon monoxide detection systems. 2 hours where connecting four stories or more.Shaft enclosures be constructed of any material or assembly of component `B (Sprinklered) B C C Required power supply sources for household carbon monoxide PCD. 0 GON shall meet the requirements of Section 703.2.1. materials that conforms to the requirements of Section 716.5.1, detection systems shall be in accordance with NFPA 720. 2018O� 718.5.2 or 716.5.3 and the fire protection rating indicated in Table `S-1 (Sprinklered) C C C 908.7.2.3.3 Combination smoke/carbon monoxide Continuity(Sec 713,5) Shaft enclosures shall be constructed as fire barriers in 716.5. Fire door frames with transom lights, sidelights or both shall alarmsidetectors.Combination smokelearbon monoxide aa accordance with Section 707or horizontal assemblies constructed S-2(Sprinklered) C C C be permitted in accordance with Section 716.5.6.Fire door alarmsJdetectors shall receive their power source in accordance vvii' V in accordance with Section 711, or both, and shall have continuity assemblies shall be installed in accordance with the provisions of with Section 907.2.11.4 and NFPA 72. Smoke alarm features of /�tj Q }z In accordance with Section 707.5 for fire barriers or Section 711.4 this section and NFPA 80. "Accessory use to Occupancy type R-2 combination smokelcarbon monoxide alarms shall be for horizontal assemblies as applicable. 716.5.2 Other types of assemblies.Fire door assemblies with interconnected. V Exterior walls Sec 713.6 Where exterior walls serve as a art of a required shaft enclosure, other types of doors,including swinging elevator doors and fire Fire Pumps (Sec 913) 913.2 Protection against interruption of service.Where ( ) P q such walls shell comply with the requirements of Section 705 for shutter assemblies, bottom and side-hinged chute intake doors, CHAPTER 9-FIRE PROTECTION SYSTEMS provided,the fire pump,driver,and controller shall be installed and a E extand top-hinged chute discharge doors, shall be tested in protected in accordance with this section and NFPA 20 against ° shallnot pWYp p sprinkler systemser rooms soils and the fire-resistance-rated enclosure requirements accordance with NFPA 252 or UL 10B.The pressure in the Pumand Riser Room Size(Sec 901.8) Fire pump and automatic riser possible interruption p of service through g dame W damage caused by Exception: Exterior walls required to be fire rated in accordance furnace shall be maintained as nearly equal to the atmospheric be designed with adequate space for all equipment necessary explosion,fire,flood,earthquake, rodents,insects,windstorm, pressure as possible. Once established,the pressure shall be for the installation,as defined b the manufacturer,with freezing, vandalism and other adverse conditions. m with Section 1022.7#w interior exit stairways. Y c metria€red during the entire test period. sufficient working room around the stationary equipment. 913.2 Protection of fire pump rooms.Fire pumps shalt be � c Openings (Sec 713.7) Openings in a shaft enclosure shall be protected in accordance 716.5.3 Door assemblies in corridors and smoke barriers. Fire Clearances around equipment elements shall be sufficient to located in rooms that are separated from all other areas of the F- with Section 716 as required for fire barriers. Doors shall be self- door assemblies required to have a minimum fire protection rating allow Inspection,service,repair, or replacement. Fire pump building by 2-hour fire barriers constructed in accordance with U m or automatic-closing by smoke detection in accordance with of 20 minutes where located in corridor walls or smoke barrier and automatic sprinkler system riser rooms shall be provided Section 707 or 2-hour horizontal assemblies constructed in W o Section 716.5.9.3. walls having a fire-resistance rating in accordance with Table with a door and unobstructed passageway large enough to accordance with Section 711,or both. Penetrations Sec 713.8 Penetrations in a shaft enclosure shall be protected accordance 716.5 shall be tested in accordance with NFPA 252 or UL 10C allow removal of the largest piece of equipment. Exception 1: In other than high-rise buildings, separation by 1- ( ) P without the hose stream test. Automatic Sprinkler Systems (Sec 903) 903.2,8 Group R. An automatic sprinkler system installed in hour fire barriers constructed in accordance with Section 707 or 1- 3 with Section 714 as required for fire barriers. Structural elements 716.5.3.1 Smoke and draft control.Fire door assemblies shall accordance with Section 903.3 shall tae provided throughout all hour horizontal assemblies constructed in accordance with Section = 0 3 where protected in accordance with Section 714 shall be permitted also meet the requirements for a smoke and draft control door buildings with a Group R fire area. 711,or both,shall be permitted in buildings equipped throughout U e 3 to penetrate a shaft enclosure. assembly tested in accordance with UL 1784. The air leakage rate 8013.1.1 NFPA 13 sprinkler systems.Where the provisions of with an automatic sprinkler system in accordance with Section ` 713.8.1 Prohibitedenetrations. Penetrations other than those P of the door assembly shall not exceed 3.0 cubic feat per minute this code require that a building or portion thereof be equipped 903.3.1.1 or 903.3.1.2. � necessary for the purpose of the shaft shall not be permitted in per square foot(0.01524 m3ls•m2)of door opening at 0.10 inch throughout with an automatic sprinkler system in accordance with Emergency Responder Radio Coverage 915.1 General.When required by the fire code official,emergency Q shaft enclosures. (24.9 Pa)of water for both the ambient temperature and elevated this section, sprinklers shall be installed throughout in accordance (Seo 915) responder radio coverage shall be provided in new buildings in Duct and air transfer openings (See See Section 717. temperature tests. Louvers shall be prohibited, Installation of with NFPA 13 except as provided in Section 903.3.1.1.1. accordance with Section 510 of the Fire Code. a 713.10) smoke doors shall be in accordance with NFPA 105. Standpipe Systems(Sec 905) 905.3.1 Height.Class iII standpipe systems shall be Installed 716.5.3.2 Glazing in door assemblies. In a 20-minute fire door throughout the buildings where the floor level of the highest story Q o - Enclosure at Bottom(See 713.11) Shafts that do not extend to the bottom of the building or structure assembly,the glazing material in the door itself shall have a is located more than 30 feet above the lowest level of fire CHAPTER 10 -MEANS OF EGRESS = u shall comply with one of the following: minimum Pira-protection-rated glazing of 20 minutes and shall be department vehicle access. m 1. They shall be enclosed at the lowest level with exempt from the hose stream test. Glazing material in any other Exception 1:Class I standpipes are allowed in buildings equipped Z construction of the same fire-resistance rating as the part of the door assembly,including transom lights and sidelights, throughout with an automatic sprinkler system in accordance with General Means of Egress (Sec 1003) (Chapter 2 definition)Means of egress is a continuous and C N lowest floor through which the shaft passes, but not less shall be tested in accordance with NFPA 257 or UL 9,including Section 903.3.1.1 or 903.3.1.2, unobstructed path avertical and horizontal egress travel from any Q u occupied portion of a building or structure to a public way. A F- N than the rating required for the shaft enclosure, the hose stream lest,in accordance with Section 716.6. 905.4 Location of Class l standpipe hose connections.Class I N 2. They shall terminate in a room having a use related to the 716.5.5 Dears in interior exit stairways and ramps and exit standpipe hose connections of egress consists of three separate and distinct parts the nnections shall be provided in all of the following W f .- purpose of the shaft.The room shall be separated from exit access,the exit and the exit discharge. o P passageways.The maximum transmitted temperature rise is not locations: J the remainder of the building by fire barriers constructed in required in buildings equipped throughout with an automatic 1. In every required stairway,a hose connection shall be Ceiling Height (Sec 1003.2) The means of egress shall have a ceiling height of not less than 3 w accordance with Section 707 or horizontal assemblies sprinkler system installed in accordance with Section 903.3.1.1 or provided for each floor level above grade. Hose 7'"6". constructed in accordance with Section 711,or both. The 903.3.1.2. connections shall be located at an intermediate floor level Exception 9: Hallways and corridors shall be permitted to be not Q o fire-resistance rating and opening protectives shall be at 716.5.8 Glazing material. Fire-protection-rated glazing landing between floors,unless otherwise approved by the less than 7'-0"in height. U least equal to the protection required for the shaft conforming to the opening protection requirements in Section fire code official. enclosure. 716.5 shall be permitted in fire door assemblies. 2. On each side of the wall adjacent to the exit opening of a Protruding Objects(Sec 1003.3) 1003.3.1 Headroom.May be 6'-8"as long as area of protruding 716.6 Fire-protection-ratted glazing.Glazing in fire window horizontal exit. object does not exceed 50%of the area of egress element. Enclosure at Top (Sec 713.12) A shaft enclosure that does not extend to the underside of the roof assemblies shall be fire protection rated in accordance with this Exception: Where floor areas adjacent to a horizontal exit Exception: Door closers and slops shall not reduce the headroom UI sheathing,deck or slab of the building shall be enclosed at the top section and Table 716.6.Glazing in fire door assemblies shall are reachable from exit stairway hose connections by a 30-foot to less than 6'-6". with construction of the same fire-resistance rating as the topmost comply with Section 716.5.8. Fire-protection-rated glazing in fire hose stream from a nozzle attached to 100 feet of hose, a A barrier shall be provided where the vertical clearance is less z floor penetrated by the shaft, but not less than the fire-resistance window assemblies shall be tested in accordance with and shall hose connection shall not be required at the horizontal exit. than 6'-8"high.The leading edge of such a barrier shall be located rating required for the shaft enclosure, meet the acceptance criteria of NFPA 257 or UL 9. Fire-protection- 3. In every exit passageway at the entrance from the exit 27"maximum above the floor Elevator, Dumbwaiter and Other 713.14.1 Elevator lobby.An enclosed elevator lobby shall berated glazing shall also comply with NFPA 80. Openings in passageway to other areas of a building. 1003.3.3 Horizontal projections. Structural elements,fixtures or co Hoi stways (Sec 713.14 and Chapter 30) provided at each floor where an elevator shaft enclosure connects nonfire-resistance-rated exterior wall assemblies that require Exception: Where floor areas adjacent to an exit furnishings shall not project horizontally from either side more than N more than three stories. protection in accordance with Section 705.3, 705.8, 705.8.5 or passageway are reachable from exit stairway hose 4 inches over any walking surface between the heights of 27 (V Exception 1: Enclosed elevator lobbies are not required at the 705.8.6 shall have a fire protection rating of not less than'/4 hour. connections by a 30-foot hose stream from a nozzle attached inches and 80 inches above the walking surface 1�- W level of exit discharge,provided the level of exit discharge is Fire-protection-rated glazing in 0.5-hourfire-resistance-rated to 100 feet of hose,a hose connection shall not be required at Exception: Handrails are permitted to protrude 4'/2"from the wall. QD J equipped with an automatic sprinkler system in accordance with partitions is permitted to have a 0.33-hour fire protection rating. the entrance from the exit passageway to other areas of the Section 903.3.1.1. building. 1003.3.4 Clear width. Protruding objects shall not reduce theZ 0� m Exception 3: Enclosed elevator lobbies are not required where 4 NIA minimum clear width of accessible routes.MarO O Q additional doors are provided at the holstway opening in Table 716.5 Opening Fire Protection Assemblies, Ratings an kings accordance with Section 3002.6. Such doors shall comply with the Type of Assembly Req.Wall Min.Fire Door Door Vision Min. 5. Where the roof has a slope less than four units vertical in Floor Surface(Sec 1003.4) Walking surfaces of the means of egress shall have a stip- Q 12 units horizontal,a hose connection shall be located to resistant surface and be secure) attached. smoke and draft control door assemblyrequirements in Section Assembly aneransom Assembly Ably Pl Size Sidelight/Transom Y C serve the roof or at the highest landing of a stairway with G 716.5.3.1 when tested in accordance with UL 1784 without an Rating(hours) Rating(hours) Assembly Rating stair access to the roof provided in accordance with Elevation Change (Sec 1003.5) Elevation change lass than 12"requires a sloped surface(rampO artificial bottom seat. (hours)-Fire Section 1009.16. complying with Section 1010 if greater than 1:20). A stair with a O Q f n 11 Resistance 6- Where the most remote portion of a sprinklered floor or single riser or 2 risers+tread is allowed for non-accessible paths (� v_ LL Shaft, exit enclosures and exit 2 1 112 100 sq.in. 2 story is more than 200 feet from a hose connection, the if the tread is 13"min and there is at least 1 handrail within 30"of ( - Penetrations(Sec 714) passageway walls Q 9 building official is authorized to require that additional hose the centerline of travel. WUJ Ducts and Air Transfer Openings (Sec Penetrations of fire-resistance-rated walls by ducts that are not Fire partitions: Corridor Walls 1 314 Max. size 314 wnnections be provided in approved locations. 714.1.1) protected with dampers shall comply with Sections 714.2 through tested Means of Egress Continuity (Sec 1003.6) The required capacity of a means of egress system shall rxrt be 714.3.3. Penetrations of horizontal assemblies not protected with a 905.4.1 Protection. Riser and laterals of Class I standpipe W Other fire partitions 1 314 Max. size 314 diminished along the path of exit travel. systems not located within an enclosed stairway w pressurized LL shaft as permitted by Section 717.6,and not required to be tested enclosure shall be protected by a degree of fire resistance equal to protected with fire dampers by other sections of this code,shall Exterior walls 1 314 Max. size 314 (,� a- that required for vertical enclosures in the building in which they Occupant Load(See 1004, Table 1004.1.2 and Sec 1021) comply with Sections 714.4 through 714,4.2.2. Ducts and arc are tested a located. transfer openings that are protected with dampers shall comply Refer to FLS plans in Drawing Set Y Exception: In buildings equipped throughout with an approved p g with Section 717. automatic sprinkler system, laterals that are not located within an V w Installation Details (Sec 714.2) Where sleeves are used,they snail be securely fastened to the Ducts &Air Transfer Openings (Sec 717) Fire/smoke dampers required at duct penetrations of rated shaft enclosed stairway or pressurized enclosure are not required to be Posting of Occupant Load(Sec 1004.3) Every room or space that is an assembly occupancy shall have O 0 Z enclosures,fire partitions& horizontal assemblies- Not required at the occupant load of the room or ca posted in a conspicuous assembly penetrated. The space and any space between the corridor walls because of automatics sprinkler system,and the duct enclosed tercwithifire-resistance-rated s where erpa poa/ (D sleeve and the assembly penetrated shall be protected in p Y 905.4.2 Interconnection.€n buildings where more than one place near the main exit or exit access doorway. is protected as athrougpenetrper Section 714. standpipe€s provided,the standpipes shall be interconnected in accordance with this section. Insulation and coverings on or in the through-penetration etiOutdoor Areas (Sec 1004.5) Yards, patios,courts,and similar outdoor areas accessible to and Q penetration item shall not penetrate the assembly unless the accordance with NFPA 14. usable by the building occupants shall be provided with means of W U) specific material used has been tested as part of the assembly in Concealed Spaces(Sec 718) 718.2 Fireblocking.In combustible construction,fireblocking shall Portlable Fire Extinguishers (Sec 906) 906.1 Where required. Portable fire extinguishers shall be egress as required by Chapter 10.The occupant load of such accordance with this section. be installed to cut off concealed draft openings both vertical and provided in occupancies and locations as required by the Fire ( outdoor areas shall be assigned by the building official in � horizontal)and shall form an effective barrier between floors, Code. accordance with the anticipated use. Fire-Resistance-Rated Wails (Sec 714.3) 714.3.1.1 Fire-resistance-rated assemblies. Penetrations shall between a top story and a roof or attic space. Fireblocking shall be Fire Alarm and Detection Systems (Sec 907.2.9.1 Manual fire alarm system. A manual fire alarm system 0 - be installed as tested in an approved fire-resistance-rated installed in the locations specified in Sections 718.2.2 through 907) that activates the occupant notification system in accordance with r__ z assembly. 718.2.7. Section 907.5 shall be installed in Group R-2 occupancies where: Means of Egress Sizing(Sec 1005) CDC 714.3.1,2 Through-penetration firestop system.Through- 1. Any dwelling unit or sleeping unit is located three or more Stairways (Sec 1005.3,1) Per occupant-0.3"only the occupant toad of that story is used to G penetrations shall be protected by an approved penetration 718.2.2 Concealed wall spaces_Fireblocking shall be provided in stories above the lowest level of exit discharge; determine the stair capacity. CC firestop system installed as tested in accordance with ASTM E814 concealed spaces of stud walls and partitions, including furred 2. NIAG or UL 1479,with a minimum positive pressure differential of 0.01spaces, and parallel rows of studs or staggered studs vertically at 3. The building contains more than 16 dwelling units or Exception: For other than Group H and 1-2 occupancies,the O inch(2.49 PA)of water and shall have an F rating of not less than the ceiling and floor levels and horizontally at intervals not sleeping units, capacity,to inches,of means of egress stairways shale be the required fire-resistance rating of the wail penetrated. exceeding 10 feet. Exception 2:Manual fire alarm boxes are not required where the calculated by multiplying the occupant load served by such U 714.3.2 Membrane penetrations.Where walls or partitions are building is equipped throughout with an automatic system installed stairways by a means of egress capacity factor of 0.2 inch per required to have a fire-resistance ratio recessed fixtures shall be 718.2.3 Connections between horizontal and vertical spaces, occupant in the building equipped throughout with an automatic g. n accordance with Section 903.3:1.1 or 903.3.1.2 and the installed such that the required fire-resistance will not be reduced. Fireblocking shall be provided at interconnections between occupant notification appliances will automatically activate sprinkler system installed in accordance with Section 903syf.f or Pa Pp Y CODE REVIEW SUMMARY concealed vertical stud wall or partition spaces and concealed 903.3.t.2 and an emergency voicelalarm communication system throughout the notification zones upon a sprinkler waterfiow. Horizontal Assemblies (Sec 71.4.4) 714.4 .5.2.2. 907.2.9.2 Smoke alarms.Single-and multiple-station smoke fire-resistance-rated flow,floor/ceiling assembly or the ceiling and between concealed vertical and horizontal spaces such as alarms shall be installed in accordance with Section 907.2.11. Other Egress Components Sec 1005.3.2 Per occupant-0.2" membrane of a moficeiling assembly shall comply with Sections occur at soffits,drop ceilings,cove ceilings and similar locations. g Po ( ) p 907.2.11.2 Group R-2. Single-or multiple station alarms shall be Exception: For other Than Group Hand I-2 occupancies,the barriers s through comply with Penetrations in horizontal smoke e PROJECT NO. barriers shall also comply with 714.5. 718.2.4 Stairways_ Fireblocking shall be provided in concealed installed and maintained in Grotto R-2 regardless of occupant bad capacity,in inches,of means of egress stairways shall be 714.4.1.1 Through penetrations.Through penetrations of fire- spaces between stair stringers at the top and bottom of the run. at all of the following locations: calculated by multiplying the occupant load served by such 17055 resistance-rated horizontal assemblies shall comply with Section Enclosed spaces under stairs shall also comply with Section 1. On the ceiling or wall outside of each separate sleeping stairways by a means of egress capacity factor of 0.15 inch per 714.4.1.1.1 or 714.4.1.1.2. 1009.9.3, area in the immediate vicinity of bedrooms. occupant in the building equipped throughout with an automatic 2. In each room used for sleeping purposes. sprinkler system installed in accordance with Section 903.3.1.f or r` 714.4.1.1.1 Installation.Through penetrations shall be installed 718.3 Draftstopping P Y X 04.29.2019 Aping in floors. In combustible construction, 907.2.11.3 Interconnection.Where more than one smoke alarm 903.3.1.2 orad an emergency voice/alarm communication system as tested in the approved fire-resistance-raced assembly, draftstopping shall be installed to subdivide floor.celhng is required to be installed within an individual dwelling unit or in accordance with Section 907.5.2.2. 50 714.4.1.1.2 Through-penetration firestop system.Through < s penetrations shall be protected b an approved through- assemblies in the locations prescribed in Sections 718,3,2 through sleeping unit in Group R manner that the smoke alarms shall be a w P P y pP 9 718.3.3. interconnected in such a manner that the activation of one alarm Doer Encroachment(Sec 1005.7.1) Doors,when fully opened,shall not reduce the required width by p a REVISIONS:O penetration flir r topUL system Installed and tasted in accordance with will activate all of the alarms in the individual unit. more than 7 . Doors in any position shall not reduce the required W 5 ASTM E 814 or UL 1479,with a minimum positive pressure 718.3.2 Groups R-1,R-2,R-3 and R-4.Draftstopping shall be 907.2.11.4 Power source. in new construction,required smoke width by more than hal#. z 0 differential of 0.01 inch of water(2.49 PA).The system shall have provided in floor/ceiling spaces in Group R-2 buildings with three alarms shall receive their primary power from the building wiring iE 9 an F rating/T rating of not less than 1 hour but not less than the w more dwelling units. Draftstopping shall be located above and in Means of Egress Illumination(Sec 1006) a u where such wiring is served from a commercial source and shall Z required rating of the floor penetrated. line with the dwelling unit and sleeping unit separations. tae equipped with a battery backup. Illumination Level (Set 1006.2) 1 FG at the walking surface W 714.4.1.2 Membrane protection.Penetrations of membranes that Exception 1: Draftstopping is not required in buildings equipped 907.6 Installation.A fire alarm system shall be installed in Emergency Power for Illumination (Sec in the event of power supply failure, an emergency electrical w are part of a horizontal assembly shall comply with Section throughout with an automatic sprinkler system in accordance with accordance with Section 907.6 and NFPA 72, 1006.3) system shall automatically illuminate all of the following areas: W 714.4.1,1.1 or 714.4.1.1.2. Where floor/ceiling assemblies are Section 903.3.1.1. Carbon Monoxide Alarms(Sec 908) 908.7.2.1 Group R.Carbon monoxide alarms shall be located in corridors,Interior exit stairways, exit passageways, interior exit ¢ $ required to have a fire-resistance rating,recessed fixtures shall be 718.4 Draftstopping in attics. In combustible construction, each bedroom or within 15 feel outside of each bedroom door. discharge elements,and exterior landings. N 8 installed such that the required fire resistance will not be reduced. draftstopp€ng shall be installed to subdivide attic spaces and 908.7.2.1.1 Three or more dwelling units. In addition to the LL Penetrationsin Smoke Barriers(Sec Penetrations in smoke barriers shall be protected by an approved concealed roof spaces in the locations prescribed in Sections locations required by Section 906.72.1,a carbon monoxide alarm 714.5) through-penetration firestop system installed and tested in 718.4.2 and 718,4.3. Ventilation of concealed roof spaces shall be shall be installed in any enclosed common areas within buildings = accordance with the requirements of UL 1479 for air leakage.The maintained in accordance wlth Section 1203.2. containing three or more dwelling units. ¢ _ U L rating of the system measured at 0.30 inch (7.47 Pa)of water in 908.7.2.2.1 Single station alarm requirements.Listed and W a 718.4.2 Groups R-1 and R-2.Drafstopping shall be provided in installed in accordance with ANSIIUL 2034. M both ambient temperature and elevated temperature tests,shall Q not exceed: concealed roof spaces of Group R-2 buildings with three or more 908.7.2.2.2 Household carbon monoxide detectionsystems. In a z dwelling units.Draftstopping shall be installed above,and in line Households stems that include carbon monoxide detectors and o 1. 5.0 cfm per square foot(0.025m/s m )of penetration Y audible notification a Z with, sleeping unit and dwelling unit separation walls that do not appliances, installed and maintained in opening for each through-penetration firestop system or PPI 2. A total cumulative leakage of 50 dim(0.024m'/s)for any extend to the underside of the roof sheathing above. accordance with Section 908 and NFPA 720, shall be permitted. G2002 100 square feet(9.3 m2)of oral€are, or floor area. Exceptlat 2: Draftstopping is rot required in buildings equippedThe detectors shall be listed as complying with ANSI/UL 2075.throughout with an automatic sprinkler system in accordance with uSection 903.3.1.1. O Z °o Accessible Means of Egress (Sec 1007) Handrail Extensions (Sec 1012.6) Handrails shall return to a wall,guard or the walk surface or shall Toilet and Bathroom Requirements(Sec 1210) 0D Accessible Means of Egress Required Min. 1 accessible egress from an accessible space, Where more CHAPTER 11-ACCESSIBILITY AJ 9 q 9 Y P ni continuous to the handrail of an adjacent stair flight or ramp Floors and Wall Base(Sec 1210.2.1) Smooth, hard,nonabsorbent surface&4'min.wall base in toilet, (Sec 1007.1) than one means of egress is required from an accessible space, run.Where handrails are not continuous between flights,the Oregon accessibility cads is now based on 2009 ICG/ANSI 117,1 with Orogen amendments. IGC/ANSI 117.1 can egresses. handrails shall extend horizontally at least 12"beyond the tap riser bathing and shower rooms min. 2 accessible be accessed here: httos;lAaw.resource.orploubtus!code/ibrlansi.a117.1.2009.od# IN, Stairways (Sec 1007.3) Accessible stairs shall have min. clear width of 48"between and continue to slope for the depth of one tread beyond the Watts and Partitions(Sao 1210.2.2) Smooth, hard,nonabsorbent surface to min.4'high at walls and handrails and must have an area of refuge or accessed from an bottom rlser. Accessibility is also subject to Section 504/UFAS(projects with federal funding),ADA 2010(public, commercial partitions within 2 feet of a urinal, toilet,or service sink. LAN P. N and government facilities)and Fair Housing(civil rights). Generally,design to the most restrictive code which area of refuge or a horizontal exit. Clearance (See 1012.17) Clear space between a handrail and a wall or other surface shall applies, Showers(Sac 1210.2.3) Smooth, non-absorbent surface to min. 70"above the drain in be a minimum of 1 V2". shower compartments and walls above bathtubs . V The clear width of 48" between handrails and the area of refuge UFAS htto:llwww.access-board.gov/(iuidelines-and-standardsibuildings-and-sitestabout-the-aba-standardslufas POIRMA D, 0 GON are not required in buildings equipped throughout with an ADA 2010 httol/www.ada.pov/reas2010f2010ADAStandards/2010ADAStandards.odf automatic sprinkler system installed in accordance with Section Guards (Sec 1013) Falr Housing http:lAwm.wbdo.org/ccb/ASTAND/house.Ddf 418 �4:%,� 903.3.1.1 or 903.3.1.2 Where Required (Sec 1013.2) Guards shall be located along open-sided walking surfaces that are located more than 30"measured vertically to the floor or grade CHAPTER 18-SOILS AND FOUNDATIONS Per 1009.4,width shall not be less than 44". For an occupant load below at any point within 36"horizontally to the edge of the open Parking and Passenger Loading(Sea 1108 8 Table 1106.1) OF 0 of less than 50,width may not be less than 36", side. Total spaces provided 22 " Radon Control Methods- Group R-2 Occupancies(Sec 1892) Areas of refuge (Sec 1007.6) Not required in Group R-2 occupancies per 1007.3, Exception 6. Height(Sec 1012.3) Required guards shall not be less than 42"high. Required accessible spaces 1 Scope (Sec 1812.1) The provisions of this section apply to new Group R-2 (J Mechanical Equipment occupancies constructed in Baker.Clackamas, Hood'River, Two-way communications system A two-way communication system shall be provided at the elevator (Sec 1013.6) Guards shall be provided where appliances, equipment, fans, roof Required van accessible spaces 1 Multnomah, Polk,Washington,and Yamhill Counties for which d E (Sec 1007.8) landing on each accessible floor that is one or more stories above hatch openings or other components that require service are initial building permits are issued on or after April 1, 2011. the story of exit discharge comply with Sections 1007.8.1 and located within 10'of a roof edge.The guard shall be constructed Required wheelchair user only spaces none g p p LU 1007,8,2, so as to prevent the passage of a sphere 21"in diameter.TheWidth of parking spaces Width: 9°-0",8'-0"shared access aisle. Requirements (Sec 1812.3) 1812.3.1 Subfloor preparation.A layer of gas-permeable guard shall extend not less than 30"beyond each end of such Separate access aisle,6'-0"per ODOT. material shall be placed under ail concrete slabs and are within the = component. Length: see Tigard zoning code 18.660.070.D.2-17.5'min. walls of the living spaces of the building facilitate future installation c Doors, Gates & Turnstiles(Sec 1008) of a subslab depressurization system,if needed. The gas- )- o Size of Doors (Sec 1008.1.1) Min, clear width of accessible doors is 32". Max.width is 48". Min Roof Access(Sec 1013.7) Guards shall be provided where the roof hatch opening is located permeable layer shall consist of one of the following: height is 80". Landings shall have a length in the direction of within 10 feet of a roof edge.The guard shall be constructed so as Dwelling Units-Group R(Sac 1107.8.2& Table 1107.6.1.1 for R-2) 1.A uniform layer of clean aggregate,a min. of 4"thick.The U travel min.44". to prevent the passage of a sphere 21"in diameter. + aggregate shall consist of material that will pass through a 2- W o Exception 1:The minimum and maximum width shall not apply to #of accessible type A' units required 5%of units or min. 1 -3 provided inch sieve and be retained b a 1/."sieve. F- u door openings that are not art of the required means of egress in Window sills (1013.8) In R-2 occupancies,if the sill is more than 72"above finish grade Y _ m p � 9 below, the lowest part of the dear opening of an operable window #of vision/hearing impaired units required 2%of units or min. 1 -1 provided 2.A uniform layer of sand(native or fill),a min.of 4"thick, � 3 Group R-Z occupancies. shall be 36"min above finished floor. Operable sections of overlaid by a layer or strips of geotextile drainage matting = m 3 Exception 5: Door openings within a dwelling unit shall not be windows shaft not permit openings that allow passage of o 4 rich- Type B units Remainder of the units, including vision/hearing impaired units, designed to allow the lateral flow of soil gases. V 3 less than 78 inches in height. must tx Type B 3. Other materials, systems or floor designs with demonstrated ` Exception 8: Door openings re required to be accessible within Type diameter sphere where such openings are located within 36 y 9 o Pq YP inches of the finished floor. capability to permit depressurization across the entire sub-floor B units shall have a minimum clear width of 31.5 inches. area, Q Exception 4:Windows that are provided with window opening Common Spaces(See 1109) 1008.1.1.1 Projections into clear width. There shall not be control devices that comply with Section 1013.8.1. 1812.2.3.3 Soil-gas-retarder.A min. 6-mil polyethylene or F- projections into the required clear width lower than 34 inches Space Requirements equivalent flexible sheeting material shall be placed on top of the o above the floor or ground. Projections into the clear opening widthPublic entrances 60°!,of all entrances must be accessible gas-permeable layer prior to casting the slab or placing the floor a Exit Access(Sec 1014) assembly to serve as a soil-gas-retarder iltardby bring any cracks Q between 34 inches and 80 inches above the floor or ground shall o not exceed 4 inches. Egress through Intervening Rooms(Sec Egress from a room or space shall not pass through adjoining or Restricted access entrances Where restricted entrances are provided,at least one shall be that develop in the slab or floor assembly and to prevent concrete = N The base material re s in the a ac the void entering spaces aggregate . nt m froeeg Exception: Doer closers and door stops shall be permitted to be 1014.2) intervening rooms or arias,except where such adjoining roams or accessible 78 inches min. above the floor. areas and the area served are accessoryto one or the other,are sheeting shall cover the entire floor area with separate sections of Z Community Room/Kitchen/Living Must meet ADA 2010,ANSI Al 17.1 & UFAS sheeting lapped at least 12".The sheeting shall fit closely around N Door Opening Force (Sec 1008.1.3) The force for pushing or pulling open interior swinging egress not a Group H occupancy and provide a discernable path of any pipe,wire or other penetrations of the material.All punctures O ; doors, other than fire doors,shall not exceed 5 pounds. egress bevel to an exit. Office Must meet ADA 2010,ANSI A117.1 & UFAS or tears in the material shall be seated or covered with additional H m N Common Path of Egress Travel (Table 125'for R-2 occupancy Men's &Women's restrooms Must meet ADA 2010,ANSI Al 171 & UFAS sheeting. W V N Landings at Doors (Sec 1008.1.6) Landings shall have a width not less than the width of the stairway 1014.3) 1812.3,4 Entry routes. Potential radon entry routes shall be O M or the door,whichever is greater. Doors in the fully open position Bike storage, trash room, mail room & Must meet ADA 2010,ANSI Al 17.1 &UFASdosed at openings around bathtubs, showers,water closets, J - shall not reduce a required dimension by more than 7 inches. mailboxes pipes,wires or other 3 N When a landing serves an occupant load of 50 or more,doors in Exit&Exit Access Doorways (Sec 1015) Q h any position shall not reduce the landing to less than one-half its O required width. Landings shall have a length measured in the Exit(Exit Access Doorways Required Two exits or exit access doorways from any space shall be U m direction of travel of not less than 44 inches. (Sac 1015.1) provided when the occupant load of the space exceed one of the CHAPTER 12-INTERIOR ENVIRONMENT values in Ventilation 1203( )Table 1015.1. CHAPTER 29-PLUMBING SYSTEMS Thresholds (Sea 1008.1.7) Thresholds at doorways shall not exceed 112 inch in height above Exception 1: In Group R»2 occupancies,one means of egress is the finished floor or landing.Raised thresholds and floor level permitted within and from individual dwelling units with a maximum Under Floor Ventilation(Sec 1203.3) 1203.3.1 Openings for under4 loor ventilation.The net area of Number of Fixtures Required(Table 2902.1) 0 changes greater than 1/4 inch at doorways shalt be beveled with a occupant load of 20 where the dwelling unit is equipped ventilation openings shall not be less than 1 sf for each 150 sf of Occupancy wC Lava DF Tubi Shower Z slope not greater than one unit vertical in two units horizontal. throughout with an automatic sprinkler system. crawlspace area. Door Operations (Sec 1008.1.9) 1008.1.9.1 Hardware. Hardware is to be accessible per Chapter Table 1015.1 R-Maximum occupant load: 10 1203.3.2 Exception 2:The total area of ventilation openings is Use Load Ratio M F Ratio M F (n h fl d f th 500 1/1oe under-floor area were d t d b d t permitted e reduced , 11. Exit/Exit Access Doorways Arrangement Where two exits are required,the exit doors shall be separated by permB(comm. 46 1 per 25 1 1 1 per 40 1 1 -- - 1008.1.9.1 Hardware height. Door handles, pulls,latches,locks (Sec 1015.2) a distance not less then 1/2 the length of the maximum overall the ground surface is covered with a Class I vapor retarder room) Ch 0 and other operating devices shall be installed 34 inches minimum diagonal dimension of the building or area to be served measured material and the required openings are placed so as to provide CV and 48 inches maximum above the finished floor. in a straight line between exit doors. cross ventilation of the space.The installation of operable louvers B 4 1 per 25 1 1 1 per 40 1 1 - CV Exception 2:Where a building is equipped throughout with an shall not be prohibited. (office) W Natural Ventilation Area Required(Sec Operable openings to the exterior not less than 4%of the area C;) automatic sprinkler system in accordance with Section 903.3.1.1 J Stairways Sec 1009 1203.4.1¢ being ventilated. Totals SO 1 per 25 1 1 1 per 40 1 1 -- -- y ( ) or 903.3.1.2,the separation distance shall not be less than one- Z m Interior Exit Stairways {Sec 1009.2) to meet one or required.Inferior exit stairways shall be included third of the length of the max.overall diagonal dimension. Adjoining Spaces (Sec 1203A.1.1) Rooms ventilated 8+% through r adjoining room must have openings R-2 - 1 per dwelling unit 9 per dwelling unit 1 per dwelling unit Q to meat ora or more means of egress. not less than 8!a of the floor area of the interior room/space being 0 0 1009.2.2 Enclosure. All interior exit stairways shall be enclosed in ventilated,with a minimum of 25 sf.The openable area of the C Q Q accordance with the provisions of Section 1022. Exit Access Travel Distance(Sec 1016) openings to the outdoors shall be based on the total floor area `The required water closets, lavatories and showers/bathtubs shall be distributed equally between the sexes. C Exit Access Travel Distance(Table R Occupancy with sprinkler system may not exceed 250', being ventilated. Separate facilities are not required where the total occupant load is 15 or less.The occupant load shall be Q Width (Sec 1009.4) The width of stairways shall be determined as specified in Section 1016.2) Mech Vent of Bathrooms (Sec 1203.4.2.1) Mechanical ventilation required in accordance with the mechanical composed of 50%of each sex. 0 O Q 0 1005.1, but such width shall not be less than 44 inches.See code. rnLL Section 1007.3 for accessible means of egress stairways. Measurement(Sec 1016.3) Exit access travel distance shall be measured form the most () V JL remote point within a story along the natural and unobstructed See 2014 Oregon Mechanical Specialty Kitchen exhaust airflow rate-251150 CFMISF(based upon net Headroom (Sec 1009.5) Stairways shall have a minimum headroom clearance of 80 inchespath of horizontal and vertical egress travel to the entrance to an Code (Table 403.3)for kitchen ventilation occupiable floor area) CHAPTER 32-ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY Y Q measured vertically from a line connecting the edge of the exit. Mechanical exhaust is required and the recirculation of air from Ix nosings. such spaces is prohibited (See Section 403.2.1, item 3 of the Encroachments above grade/below 8 ft. Awnings must have min.7'vertical clearance W } 0 ors(Sec 1018) mechanical code) Stair Treads and Risers (Sec 1009.7) 1009.7.2 Riser height and tread depth.Stair riser heights shall Corrid (Sec 32022) W LL be 7"max.and 4"min.Tread depth shall be 11"min. Lighting(Sec 1205) Encroachments above grade/above 8 ft. Canopies, marquees and signs with less than 15'vertical 1009.7.4 Dimensional uniformity.The tolerance between the Construction(Sec 1018.1) Construction-1 hr,type VA,corridors are bearing walls (Seo 3202,3) clearance, shall not extend into or occupy more than 2/3 the width largest and smallest riser height or between the largest and Natural Light (Sec 1205.2) All spicas Intended for human occupancy must have either natural Y smallest tread depth shall not exceed 3/8"in any flight of stairs. Corridor Width(Sec 1018.2) Min 44", 36"where occupant bad<50, 36°'within dwelling units light or artificial light Minimum net glazed area is 8%of area of the sidewalk measured from the building LJJ 1009.7.5 Nosing and riser profile.Beveling of nosings shall not Corridor Dead Ends(Sec 1016.4) 50'max in R-2 with sprinklers(exception 2) being lighted and must open onto a public way,yard or court. V Z exceed 9116". Risers shall be solid and vertical or sloped under the Adjoining spaces may be lit by openings minimum 10%of the floor 0 0 tread above from the underside of the nosing above at an angle Air movement in corridors(See 1018.5) Corridors may not serve as supply, return, exhaust, relief or area being lit or minimum 25 SF. The common wall must be 50% Cfl not more than 30 degrees from the vertical_ ventilation air ducts. open and unobstructed. W Exception 1: Corridors may be used for makeup air for exhaust Q more than Nosing protection alae.The rasing shall project not Artificial Light(Sec 1205.3) Average illumination of 10 FC over the room area at a height of Q more than 1 '/."beyond the tread below. systems for rooms opening spaces onto the corridor. 30"above the floor. W a Exception 3:Within tenant spaces of 1000 SF or less,corridors Stairway Landings (Sec 1009.8) There shall be a floor or landing at the top and bottom of each may be used for return air. O } stairway not less than the width of the stairways they serve. Doors Corridor Ceiling (Sec 1016.5.1) Use of space between corridor ceiling and floor/roof above as a Sound Transmission Ratings (Sec 1207) cy) opening onto a landing shall not reduce the landing to less than return air plenum Is allowed if the corridor is separated from the 0 one/half the required width.When fully open,the door shall not plenum by fire-resistance-rated construction. Scope (1207.1) The section shall apply to common interior watts,partitions and Z project more than T`into a landing. floorlcelling assemblies between adjacent dwelling units or Stairway Construction (Sec 1009.9) 1009.9.3 Enclosures under interior stairways.The walls and Number Of Exits &Continuity(Sec 1021) between dwelling units and adjacent public areas such as halls, C corridors,stairs or service areas. CCG soffits within enclosed usable spaces under enclosed stairways Min, number of exits(Table 1021.2.1) 2 exits required from any story where the number of dwelling units G shall be protected by the fire-resistance rating of the stairway Air-home sound {1207.2) Walls,partitions and floor/ceiling assemblies separating dwelling exceeds 4.. enclosure.Access to the enclosed space shall not be directly from units from each other or from public or service areas shall have a within the stair enclosure. sound transmission class(STC)of not less than 50(45 if field (� 1009.9.9 Enclosures under exterior stairways.The open space Interior Exit Stairways and Ramps(Sac 1022) tested)for air-tome noise when tested in accordance with ASTM under exterior stairways shall not be used for any purpose. General(Sec 1022.1) Must lead directly to the exterior of the building or through an exit E 90.Penetrations or openings in construction assemblies for passageway. See Section 1027.1 for exceptions. piping;electrical devices:recessed cabinets; bathtubs;soffit;or Stairway to Roof(Sec 1009.16) 1009.16.1 Roof access.Where a stairway is provided to a roof, heating,ventilating or exhaust ducts shall be sealed,lined, CODE REVIEW SUMMARY access to the roof shalt be provided through a penthouse. Construction(Sec 1022.2) Interior exit stairway enclosures shall have a fire-resistance rating insulated or otherwise treated to maintain the required ratings. Exception: In buildings without an occupied roof, access to the of not less than 2 hours where connecting four stories or more. This requirement shall not apply to dwelling unit entrance doors; roof shall be permitted to be a roof hatch or trap door not less than however, such doors shall be tight fitting to the frame and sill. 30"wide and V-0"long. PROJECT NO. 1009.16.2 Protection at roof hatch openings.Where the roof Exit Discharge(Sec 1027) Structure-borne sound (1207.3) Structure-borne sound. Floor/ceiling assemblies between dwelling hatch opening is located within 10 feet of the roof edge,such roof General (1027.1) Exits shall discharge directly to the exterior of the building at grade units or between a dwelling unit and a public or service area within 17055 access or roof edge shall be protected by guards installed in or shall provide direct access to grade. the structure shall have an impact insulation class (IIC)rating of accordance with the provisions of Section 1013 Exception 1:A maximum of 50 percent of the number and not less than 50(45 if field tested)when tested in accordance with capacity of interior exit stairways is permitted to egress through ASTM E 492. areas on the level of exit discharge provided: X o 04.29.2019 Exit Signs(Sec 10 11) + Egress is to a free and unobstructed path of travel to an N 8 12 S i Di Space pace mensons(See 0 ) F Where required (Sec 1011.1) Exception 1: Not required in rooms or areas with only one exit door which is readily visible Interrc required exit. g p Minimum room widths(Sec 1208.1) Habitable spaces, other than a kitchen shall be not less than T-0" ¢ REVISIONS: The entire area of the level of exit discharge is separate p from areas below by construction conforming to the exit in any plan dimension. F 'o Raised Character and Braille Exit Signs A sign stating EXIT in raised characters and Braille complying with x (1011.4) ECG A117.1 shall be provided adjacent to each door to an exit enclosure rating. Minimum ceilingheights Sec 1208.2 Occupiable spaces and corridors shall have a ceiling height of not Z 3 + The egress path is protected b an approved sprinkler g ( ) p p 9 g G Permit Rev #4 08.05.19 stairway and the exit discharge. � p P y pp p less than 7'-6". Bathrooms,toilet rooms, kitchens,storage rooms a � system, and laundry rooms shall be permitted to have a ceiling height of Z o not less than 7'-0". w & Handrails(Sec 1012) w Emergency Escape & Rescue (Sec 1029) Height (Sec 1012.2) Handrail height, measured above stair tread nosings shall be w General(Sec 1029.1) For R-2, sleeping rooms below the 4 story above grade plane ass no fed es 12 o uniform, not less than 34"and not more than 38 shall have at least one exterior emergency escape and rescue 4209.1) 6 evil spaces al tall be ov ded Wth io fav a,t.IBM orle SCMSS 0 a Handrail Graspability (Sec 1012.3) 1012.3.1 Type I. Handrails with a circular cross section shall have opening• in LL an outside diameter of at least 1 W and not greater than 2'. �Spa (Sec209.Minimum Size(Sec 1029.2) Emergency escape and rescue openings shall have a minimum2 Not ventilated-exterior insulafton provi ed. G = Continuity(Sec 1012.4) Handrail gripping surfaces shall be continuous,without interruption net clear opening of 5.7 sf. The min. net clear opening height shall ~ by other obstructions. be 24".The min.net clear opening width shall be 20". w Exception 3: Handrail brackets or balusters attached to the Exception:The min.net clear opening for grade-floor openings bottom surface of the handrail that do not project horizontally shall be 5 sf. a beyond the sides of the handrail within 1 1/2"of the bottom of the (nz Maximum Height from Floor(1029.3) Emergency escape and rescue openings shall have the bottom of C7 0 handrail shall not be considered obstructions, the clear opening not greater than 44"from the floor. Z w J G2 . 03 OL Z o GENERAL NOTES: �S� DA1,'Gr A. SEE SHEET G2.01-G2.03 FOR CODE SUMMARY INFORMATION C6 ^ n ►"1 B. DAMPERS TO BE INSTALLED AS REQUIRED PER 2014 OSSC SECTION 717, WHERE DUCTS OR AIR TRANSFER • OPENINGS PENETRATE RATED ASSEMBLIES ��Q GON C. MEANS OF EGRESS LIGHTING SHALL NOT BE LESS 2918 THAN 1 FOOT CANDLE AT THE WALKING SURFACE. �tj O � MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY OF NOT OT EXCEED 40:1. IN THE EVENT OF A POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THOSE 1 EGRESS COMPONENTS IDENTIFIED IN 2014 OSSC G2.07 SECTION 1006.3 FOR A MINIMUM OF 90 MIN. d o ILLUMINATION SHALL CONTINUE TO THE EXTERIOR U 3 LANDINGS OF ALL EGRESS DOORS. W G2.06 m L D. IN ADDITION TO EXIT SIGN SHOWN ON FLS PLANS, � i PROVIDE EXIT SIGNS AS SHOWN ON THE ELECTRICAL ~ ° DRAWINGS V AREA 1 WITH W o m PARTITION µ; TRASH STOR N E. BUILDING TO BE SPRINKLERED THROUGHOUT PER CLOSED 125 124 NFPA 13 WITH CLASS I,AUTOMATIC COMBINATION ~ ° 3 422 SQ FT _` 92 SQ FT 73 SQ FT STANDPIPE SYSTEM. AT LEAST ONE STANDPIPE TO = 0 3 15 NET � 300 GROSS 300 GROSS TERMINATE ON THE ROOF V g 28 OCC. COMMUNITY 1 OCC. 1 OCC. ` 0 ROOM S-1 S-1 F. ALL STEEL COLUMNS AND BEAMS SHALL BE INDIVIDUALLY ENCASED WITH 1-HR RATED PROTECTION Q m 132 STAIR PER 2014 OSSC 704.3(SEE SHEET G3.05). ALL BEAM 687 SQ FT ; 01 CONNECTIONS SHALL BE WRAPPED WITH THE SAME (2) ~ o 15 NET LAYERS OF TYPE'C'GYPSUM WALL BOARD SO AS TO a 1 20) 46 OCC. t{ - ' o 2 � { B �y _ � MAINTAIN THE CONTINUITY OF THE INDIVIDUAL Q o _ p�p — 11M XIIII1 _�a11UJ� _,;;;; MM71 1 === »»�[M iN 11 ENCASEMENT v 2 UNIT TYPE 5 UNIT TYPE 1" UNIT TYPE.6' G. SEE SHEETS G3.01 -G3.04 FOR RATED WALL AND Z AREA2WITH ; ) WC 101 .; HORIZONTAL ASSa 04 EMBLIES m PARTITION 3 . 134 102 �; 103 z 0 > 0 CLOSED _ "_-\ 518 SQ FT 518 SQ FT 0." 531 M FT H m N 265 SQ FT ; ', r 200 GROSS . OO/GROSS W 15 N ET 1 wSr Kyr f ° 3 0CC O S ; .. z//3 OCC E J v �s oc S LEGEND' 18 OCC. R-2 . R 2 E ; a R 2� �T' • � �; � RE ASSEMBLY M o EXIT DISCHARGE TO A PUBLIC WC 69 / „ FI R-2 DWELLING UNIT V m p W WAY THROUGH LOBBY PER 133 - �- ( / ' r,, HORIZONTAL ASSEMBLY 1027.1 EXCEPTION 1 �. ` ._ SEPARATION PER 2014 OSSC nrywyzinrTHrm 1 HR SECTION 711.3 'n f A 10�„ 95 / BUILDING ELEMENTS FOR TYPE V / VB CONSTRUCTION PER 2014 Z / OSSC TABLE 601 &TABLE 602 1pop,IT TYPE 6 ® 1-HR FIRE PARTITION O kommommoo M R-2 DWELLING UNIT ( / ' 5661SQ F SEPARATION WALL FROM VERTICAL CV :. OFFICE' ' T OTHER ADJACENT DWELLING I� 130 131 136 .. 200 GROSS UNITS &OCCUPANCIESPER 201 m / OSSC SECTION 420.2 4 136 S FT 136 SQ FT f 3 OCC. (/� 100 GRASS 100 GROSS Z G2.07 2 OCG1 :., 2 OCC. ,, ■�■�wANNMl � ��iiM X11fXIf 2-HR FIRE BARRIER O i B B / SHAFT ENCLOSURES Q CONNECTING FOUR STORIES - i 4 OSSC / �� SE MORE PER 201 O _.._ .: . '�e'�11Y 1IY� - SECTION 707.3.1 � LL — INTERIOR EXIT STAIRWAYS & (� V LL 1 - - EXIT ACCESS STAIRWAYS 36 / OII ^1CIt 1 CONNECTING FOUR STORIES Yui OR MORE PER 2014 OSSC ■•••w ••••■■■■r ••�' •'� / O� SECTIONS 1009.3.1.2& 1022.2 W } O c / Q Lu UNIT TYPE 1 / Q� Lf. � LL v _ / BIKE STORAGE — ♦ PATH OF EGRESS OR EXIT DISCHARGE, Y 110 n_ F �p AS NOTED V w O • 519 SQ FT j J / 137 a m 200 GROSS 166 SQ FT Y " 3 OCC ' we ^� O 300 GROSS j EGRESS PATH - PROVIDE MINIMUM V Z n R 2 J - p�P 1 OCC. 1 FOOTCANDLE OF ILLUMINATED BY04 rn Lu Q 00 ��■■■ w■■■wuY■pi■RRw �r �ax�ww■a�` //, pG S-1 / EGRESS LIGHTING-SEE ELECTRICAL CD UNIT TYPE 5 ( 1. „� / ...._ TOTAL OCCUPANT LOAD FROM Q r 109 I ROOM . . 519 SQ FT � 42 OR SPACE U W U� m IL 0 x y. 200 GROSS- .. ,/ ,; C Z N 3 OCC. OCCUPANT LOAD AT EXIT T v R-2 3 O WATER/FIRE O �wwww ;w'r■■w,w.eww■[�rrA- - ' 'E. _ '. Z ELECTRICAL RISER LOW VOLTAGE INDICATED LIGHTED EXIT SIGN, SEE o i \ _ UNIT TYPE 2 LAUNDRY JANITOR DECK BIKE STORAGE ELECTRICAL FOR ADDITIONAL Z Ln ""�; }w 106 123 122 138 121 INFORMATION 001 002 003 n ro 180 SQ FT 153 SQ FT 44 SQ FT m 3 517 SQ FT 123 SQ FT 48 SQ FT 534 SQ FT 82 SQ FT 300 GROSS 300 GROSS 300 GROSS ^' G2.07 � y ! // 200 GROSS 300 GROSS 300 GROSS 15 NET 300 GROSS O 1 OCC. 1 OCC. 1 OCC. 3 OCC. 1 OCC. 1 OCC. 36 OCC. 1 OCC. FEC RATED FIRE EXTINGUISHER U S 1 S 1 g_1 �■nw ■..■■■.■■■w��w� R-2 S-1 S-1 B S-1 CABINET / 1 UNIT TYPE 2 G 1B / 107 ROOM NAME FIRE LIFE SAFETY- FLOOR G2.07 w .wMw� www 518 SQ FT ROO PLANS / gq ROOM NUMBER " . :.wwwrw■■Aww-r�iww,k OCC. 2C � ROOM AREA PROJECT NO. 101 UNIT TYPE/ (# . . - � 99 SQ FT 17055 108 100 NET/GROSS ' 519 1 FACTOR OCCUPANCYLOAD GROSS ( 02 Residential z [ R OCCUPANCY LOAD X o 04.29.2019 1 160 3 OCC. VVV/// R 2 rc yy FUNCTION OF i !` y / _ m zola TEae�e ossc w o REVISIONS: # 1004.1.2 3 A Bid Set 04.29.19 Z B Add. #1 05.20.19 W $ G Permit Rev. 94 08.05.19 USE & OCCUPANCY: W 'w J Q z U o PRIMARY OCCUPANCY GROUPS (SEC. 302.1): LL 0 J w R-2 RESIDENTIAL(APARTMENTS) = F Q U S-2 STORAGE(TRASH ROOM, MECH ROOM, w BICYCLE STORAGE, JANITORS CLOSET, � LAUNDRY ROOMS& UTILITY ROOMS) N Z IN IN ACCESSORY OCCUPANCIES (<10%OF FLOOR SF) Z w FLS PLAN - BASEMENT FLS PLAN - LEVEL 1 A-2 ASSEMBLY(COMMUNITY ROOM) o G2mO4 SCALE. 1 10 0 SCALE: 1" = 10'-0" © BUSINESS(MANAGER, RESIDENT SERVICES&OFFICES) 0 0 GENERAL NOTES: iDA#e INFORMATION A. SEE SHEET G2.01-G2.03 FOR CODE SUMMARY t6 IANP. N n B. DAMPERS TO BE INSTALLED AS REQUIRED PER 2014 I 2 H 3 OSSC SECTION 717, WHERE DUCTS OR AIR TRANSFER 1111 G2.06 OPENINGS PENETRATE RATED ASSEMBLIES PO D, 0 ON G2.07 G2.07 �POIRU Dj8 G 2918 C. MEANS OF EGRESS LIGHTING SHALL NOT BE LESS % THAN CNDLE AT THE ................. ................... ............ .........- T . PARAPET6"1 OF MAX IMUM-TO-MFOOTIANIMUM ILLUMINATION UNIFORMITY TOPARAPET 2 ............................................... RATIO1 NOT OT EXCEED 40:1. IN THEWALKING EVENT OF ASURFACE. . ........ ........................ ............... ............ ............ .................... ... ......................... 46-0" POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THOSE EGRESS COMPONENTS IDENTIFIED IN 2014 OSSC 6,0. TRUSS a. E ........................ .............. SECTION 1006.3 FOR A MINIMUM OF 90 MIN, 0 ILLUMINATION SHALL CONTINUE TO THE EXTERIOR LANDINGS OF ALL EGRESS DOORS. uj D. IN ADDITION TO EXIT SIGN SHOWN ON FLS PLANS, F,F, FU,- F=-R ........................ ....�.0.......... PROVIDE EXIT SIGNS AS SHOWN ON THE ELECTRICAL 321-61, DRAWINGS LL1 E. BUILDING TO BE SPRINKLERED THROUGHOUT PER R-2 NFPA 13 WITH CLASS 1,AUTOMATIC COMBINATION STANDPIPE SYSTEM. AT LEAST ONE STANDPIPE TO = 0 .�IIRD cLOOR (.) M TERMINATE ON THE ROOF 22', 0 F. ALL STEEL COLUMNS AND BEAMS SHALL BE INDIVIDUALLY ENCASED WITH 1-HR RATED PROTECTION PER 2014 OSSC 704.3 (SEE SHEET G3.05). ALL BEAM CONNECTIONS SHALL BE WRAPPED WITH THE SAME(2) 0 LAYERS OF TYPE'C'GYPSUM WALL BOARD SO AS TO F.F. SECOND FLOOR MAINTAIN THE CONTINUITY OF THE INDIVIDUAL 12 0 ............. ..................... M ENCASEMENT G. SEE SHEETS G3.01 -G3.04 FOR RATED WALL AND Z HORIZONTAL ASSEMBLIES 0 c 04 04 Lu f F.F. GROUND F1 OOR 0 M .......... ..... LEGEND: N 1F, 31 W\ 3: "A 00 & S-1 rFWFFFFFFFFM 1-HR FIRE ASSEMBLY R-2 DWELLING UNIT 0 F.F. BASEMENT N'T HORIZONTAL ASSEMBLY .......................... SEPARATION PER 2014 OSSC SECTION 711.3 mmi 'MN 7!iiii;;i SAM BUILDING ELEMENTS FOR TYPE As L la VB CONSTRUCTION PER 2014 OSSC TABLE 601 &TABLE 602 cf) Z) 1-HR FIRE PARTITION ® (f) • R-2 DWELLING UNIT VERTICAL 0 SEPARATION WALL FROM CV 1: OTHER ADJACENT DWELLING ui UNITS &OCCUPANCIES PER 2014 0') OSSC SECTION 420.2 co _j FLS - NORTH-SOUTH SECTION THROUGH CORRIDOR Z co SCALE: 2-HR FIRE BARRIER 0 0 < SHAFT ENCLOSURES 0 CONNECTING FOUR STORIES 0 0 OR MORE PER 2014 OSSC < 0 SECTION 707.3.1 0 LL ( INTERIOR EXIT STAIRWAYS & D LL EXIT ACCESS STAIRWAYS < CONNECTING FOUR STORIES It OR MORE PER 2014 OSSC Lu SECTIONS 1009.3.1.2 & 1022.2 w 0 LL PATH OF EGRESS OR EXIT DISCHARGE, 2 it;' 3 5 10 2 3 5 AS NOTED U) 1B r3 62.07 G2.06 EGRESS PATH -PROVIDE MINIMUM Ljj Z 0 2.07 1 FOOTCANDLE OF ILLUMINATED BY 00 . ......... ; ARAPET1 T.O. PARAPET Ijj/ EGRESS LIGHTING-SEE ELECTRICAL 48'-6" 48 6 T.O. PARAPET 2 T.O. PARAPET 2 in 3: 46-0" 46'-0" TOTAL OCCUPANT LOAD FROM ROOM < G OR SPACE LU U) B.O. TRUSS i B.C. TRqS A" c-) 41'-6" 4 i -ell QU o) OCCUPANT LOAD AT EXIT c-) S-1 z INDICATED LIGHTED EXIT SIGN, SEE Z) F.F. FOURTH FLOOR i F.F. FOURTH FLOOR �r ELECTRICAL FOR ADDITIONAL 32'-6" INFORMATION RATED FIRE EXTINGUISHER 0 S-1 FR2 1 0 E#4:1 CABINET F.F....T.H.IRDFLOOR.... ..................................... THIRD FLOOR /�\ 223ROOM NAME FIRE LIFE SAFETY-SECTIONS '- " ......................22................. '-3" &ANALYSIS ROOM'4i� ROOM NUMBER I—S-1 101 ROOM AREA PROJECT NO. SECOND FLOOR ria F.F. SECOND FLOOR 17055 12'-0" All100 NET/GROSS OCCUPANCY LOAD wFACTOR z 04.29.2019 Residential . OCCUPANCY LOAD X o S-1 B R-2 Es�:] ls�] FUNCTION OF SPACE [DER OSSC REVISIONS:A# 'POUND FLOORj D F.F.FFGROUND FLOOR A 0 2014 TABLE K M 1004.1.2 A Bid Set 04.29.19 B Add. #1 05.20.19 l"WG Permit Rev. #4 08.05.19 w -N 0 Dg\ggk�g@ "alp" x w I M W USE & OCCUPANCY: F.F, BASEMENT w 1011A -o" o PRIMARY OCCUPANCY GROUPS(SEC.302.1): w .......... LL .............. FRI RESIDENTIAL(APARTMENTS) F FS-2] STORAGE(TRASH ROOM, MECH ROOM, <w OR< BICYCLE STORAGE, JANITORS CLOSET, Of LAUNDRY ROOMS & UTILITY ROOMS) < U) (D Z ACCESSORY OCCUPANCIES (<10%OF FLOOR SF) Z FLS EAST WEST SECTION THROUGH ELEVATOR SHAFT FLS - EAST-WEST SECTION THROUGH UNITS ASSEMBLY(COMMUNITY ROOM) SCALE: V = 10'-O" SCALE: 1" = 10'-0" © BUSINESS (MANAGER, RESIDENT x G2007 SERVICES&OFFICES) Oz 0 GRID GRID 40DOCw�4 ASSEMBLY NOTES- GENERAL NOTES: A A vt FH7] 1 rA NOTE: BASED ON GA-600-2018 A. CONFORM TO DETAILED REQUIREMENTS OF L k-1-44#V4 H 11 Hii- 4441E4V I- 5/8"TYPE 'X' GYPSUM 5/8"TYPEWGYPSUM 5/8"TYPEX' GYPSUM DESIGNATED TESTING AUTHORITY NUMBERS AT RATED IANP. �N tA BOARD BOARD ASSEMBLIES. WALLS DESIGNATED AS"BASED ON"VARY GA FILE NO.WP 3614: GENERIC P-9 VAPOR RETARDER :7- (AS NOTED IN PARENTHESIS)WHERE DEVIATION VAPOR RETARDER ....... ONE LAYER 5/8"TYPE'X'GYPSUM WALLBOARD OR GYPSUM • PRO D, 0 ON HH VAPOR RETARDER BLOWN-IN INSULATION 4— __ BLOWN-IN INSULATION 10 JZ SHEATHING SIDE OF STUDS 16O.C. THl-1/4 PE W SCREWS 12" BLOWN-IN INSULATION _ _ VENEER BASE APPLIED PARALLEL OR AT R GHT ANGLES TO EACH SHEATHING B. ASSEMBLY COMPONENTS SHOWN REFLECT THE MAJOR .. ....wrl O.C. CONSTRUCTION MATERIALS;ADDITIONAL AND AM— GLASS-MAT FACED .......... ...... GLASS-MAT FACED ALTERNATIVE MATERIALS AND/OR CONSTRUCTION - - - SHEATHING FIBER-GYPSUM METHODS MAY BE INDICATED IN REFERENCED JOINTS STAGGERED 24"ON OPPOSITE SIDES. (LOAD BEARING) FIBER-GYPSUM SHEATHING ASSEMBLIES. - GLASS-MAT SHEATHING GLASS -GYPSUM a WRB WRB DESIGN VARIATIONS: u FIBER .I INSULATION ALLOWED PER GA MANUAL EXPLANATORY NOTE#11. C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF A SHEATHING —441 E 1 1/2" MINERAL WOOL .... .... ... 1 1/Z' MINERAL WOOL NOTE: EITHER FACED OR UNFACED MINERAL FIBER, GLASS GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER 0 INSULATION INSULATION FIBER, OR CELLULOSE FIBER INSULATION OF A THICKNESS GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE .. ... ... WOOD STUDS LLJ A.; WOOD STUDS WOOD STUDS NOT EXCEEDED BY CAVITY DEPTH IS PERMITTED. NOTED. .... .... ... VAPOR RETARDED ALLOWED PER GA MANUAL EXPLANATORY A� D. STRUCTURAL FIRE RESISTIVE AND SOUNDS RESISTIVE c 1/4"SHIM 3/4" P.T. FURRING AT NOTE#14. 7/7- ........... 16"0.C. — NOTE: IND GATED STUD SPACINGS ARE MAX MUMS. . ..... GREATER STUD SIZES(DEPTH)ALLOWED PER GA MANUAL NTEGRITY IS TO BE MAINTAINED AT PENETRATIONS F WRB 3/4"HORIZONTAL P.T. ............. 3/4"HORIZONTAL P.T. FOR ELECTICAL, MECHANICAL, PLUMBING, AND L) FURRING AT 16"O.C. CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE FURRING AT 16"O.C. EXPLANATORY NOTE#18. REQUIREMENTS OF ..... NOTE: THE LENGTH OF THE GYPSUM BOARD FASTENER LLJ 1 1/2" MINERAL WOOL . .. .... .... 1x6 VER SHALL BE INCREASED BY THE THICKNESS OF THE INSULATION -7'-7-11 _A" SHEATHING. ............ FURRED SPACE TO .......... ........... 0 STRUCTURAL SHEATHING ALLOWED PER GA MANUAL ......... FIBER CEMENT LAP 4 ACCOMODATE RIGID .......... .......... SIDING 4. ........:_..::: .............. INSULATION AT BASE EXPLANATORY NOTE#24&#25. E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER 4 OVER SIZE OR FURRING SHALL BE PROVIDED AND L=P.- -T -7- OF WALL ........... L I I . .... .... .. zt" SHALL EXTEND THE FULL SURFACE OF THE WALL J f 5/8"TYPE'X`GYPSUM OSSC TABLE 722.2.1.1: 1-0=l�F BOARD LENGTH AND HEIGHT WHERE THE FURRING OCCURS. FAA .. ....... ...... F-1 i. -- Ll 1- n- - -1 TIME ASSIGNED TO CAST-IN-PLACE OR PRECAST CONCRETE INT WALLS, LOAD-BEARING OR NONLOAD-BEARING-SILICEOUS OR F. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE EXT INT EXT INT v EXT CARBONATE AGGREGATE CONCRETE WITH A MINIMUM THICKNESS INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS OF 3.5 OR 3.2 INCHES(RESPECTIVELY): 1 HOUR FOR ELECTRICAL, MECHANICAL, PLUMBING,AND CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE Z A EXTERIOR WALL (1 -HR) B EXTERIOR WALL (1 -HR) C EXTERIOR WALL (1 -HR) IN ACCORDANCE WITH THE REQUIREMENTS OF THE BASED ON GA FILE NO. WP 3614 BASED ON GA FILE NO. WP 3614 0 0 04 BASED ON GA FILE NO.NO 3614 GOVERNING CODES,AUTHORITIES OR OWNER m 1-HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING OSSC TABLE 722.2.1.4(2): REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. 04 TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF Lu :5 n 0) WALL-5/8 INCH TYPE X GYPSUM:40 MIN. - v GRID GRID GRID C4 51/2- 4" co L) OSSC TABLE 722.6.2111: . ........... ... .... .... ... TIME ASSIGNED TO WALLBOARD MEMBRANES-5/8-INCH TYPE 'X .... .... .... ... .... ... GYPSUM WALLBOARD: 40 MIN. . .............wowass.... w . .4 . I ; .... .... ... D UDS WOOD STUDS LEGEND. WOOD STUDS ... .... ... H 111 5/8"TYPE ')C GYPSUM Ell I Il NOTE A: THESE VALUES APPLY ONLY WHEN MEMBRANES ARE z 5/8"TYPE ')C GYPSUM BOARD D.C. OR LESS. WATERS AASSEMBLY TYPE PRIMARY COMPONENT INSTALLED ON FRAMING MEMBERS WHICH ARE SPACES 16 INCHES . WALL TYPE 2 NOTE B NUMBER: INT. WALL TYPE 3 3-1/2"STUD BOARD 5/8"TYPE GYPSUM co BOARD VAPOR RETARDERi4 " I VAPOR RETARDERD ILI ..d '. — : GYPSUM WALLBOARD INSTALLED OVER FRAMING OR M .......... VAPOR RETARDER BLOWN-IN INSULATION BLOWN-IN INSULATION FURRING SHALL BE INSTALLED SO THAT ALL EDGES ARE SHEATHING SHALL BE PE 'MITTED TO BE INSTALLED HORIZONTALLY WITH THE STUD w j . ... ... 7-1 .... .... ... 9 9-1/4"STUD .... .... ..... BLOWN IN INSULATION GLASS-MAT FACED HORZONTAL JOINTS STAGGERED 24 INCHES EACH SIDE AND 13 5-1/2"AND .... . .... .... FIBER-GYPSUM UNSUPPORTED, BUT FINISHED DESIGNATOR 7-1/4!'STUD 3/4"CONTINUOUS z A- SHEATHING A 6"CONCRETE RIGID INSULATION 1/4"SHIM 1. I A' .. 4 . A - 1 0 O Q 1. WOOD STUDS ACC 2X4 WOOD STUDS OSSC TABLE 722.6.2 (2): B 8"CONCRETE LIJ CONCRETE STEM SHEATHING 3/4" P.T. FURRING ATCC WALL ........... • ..... .. .... GLASS-MAT FACED1. STUDS 16 INCHES O.C. :20 MIN. (D .......... WATERPROOFINGME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME-WOOD X SEE ASSEMBLY O FIBER-GYPSUM WRB uj SHEATHINGLY TO STUDS OR JOISTS SPAC D DRAINAGE MAT 1 1/2" MINERAL WOOL MORE THAN 16 INCHES O.C. z L WRB RIGID BOARD 11A (AT BELOW GRADE E < r. % REQUIRED FIR WALL INSULATION LIJ Q� .1 .1, - INSULATION >_ 1 1/Z'MINERAL WOOL t NOTE B:ALL STUDS SHALL BE NOMINAL 2X4. RESISTANCE RATING PORTIONS) u NON-INSULATED Lu INSULATION FIBER CEMENT LAP -RATED A ACOUSTIC NON LL 4_- SIDING 1 1HOUR T THERMAL* 2 2 HOUR I 3/4" HORIZONTAL P.T. 0 OSSC TABLE 722.6.2(5): 3 3HOUR FOR THICKNESS LL LL FURRING AT 16"O.C. AND R-VALUE, SEE T_ w z TIME ASSIGNED FOR ADDITIONAL PROTECTION -ADD TO THE FIRE- ............ 1 X6 VERTICAL T&G RESISTANCE RATING OF WOOD STUD WALLS IF THE SPACES SIDING Am .. .. ... . .... -1 00 ASSEMBLY TYPE A' 0 F- Z 0 41 BETWEEN THE STUDS ARE COMPLETELY FILLED WITH CELLULOSE CO INT EXT INT EXT INT EXT INSULATION HAVING A NOMINAL DENSITY NOT LESS THAN 2.6 0� POUNDS PER CUBIC FOOT: 15 MIN < LU (j) O_ D - EXTERIOR WALL (1 -HR) E - EXTERIOR WALL (1 -HR) F - EXTERIOR WALL (1 HR) o >- BASED ON OSSC TABLE 722.2.1.1, TABLE 722.2.1.4(2) BASED ON OSSC TABLE 722.6.2(1), 722.6.2(2), 722.6.2(5) BASED ON OSSC TABLE 722.6.2(1), 722.6.2(2), 722.6.2(5) UL DESIGN NO.Y624: cy) 1-HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING 1-HOUR FIRE RESISTANCE RATING 0 1. STEEL TUBE COLUMN -STEEL RECTANGULAR TUBE OR PIPE z GRID GRID COLUMNS WITH THE MINIMUM SIZES AS DEFINED IN THE DESIGN D 51/2" 4" GRID TABLE. 2 2. PRIMER COATING-50 MICRON (2 MIL)THICKNESS OF AN EPDXY 2 PRIMER 100 MICRON (4 MIL)THICKNESS OF A MODIFIED ALKYD 0 &.j 7. PRIMER OR 50 MICRON (2 MIL)OF AN ACRYLIC PRIMER. H ! 5/8"TYPE'XGYPSUM 3. MASTIC & INTUMESCENT COATING*-COATING SPRAY OR BRUSH APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S A,A. .. . .......... ............ A BOARD VERTICAL ASSEMBLIES INSTRUCTIONS AT THE MINIMUM AVERAGE DRY THICKNESS . .......... VAPOR RETARDER SHOWN IN THE THICKNESS BELOW. THE THICKNESS SHOWN DOES -EXTERIOR ............. BOARD 5/8"TYPE'X GYPSUM A. 0 NOT INCLUDE PRIMER THICKNESS. BLOWN IN INSULATION VAPOR RETARDER [_�_7_7 PROJECT NO. CONTINUOUS 17055 8 A INSULATION 2-1/2" ONTINUOUS I A INSULATION 09.30.2019 HSS STEEL COLUMN z ATTACHED WITH Z X o WITH PRIMER, SEE STRUCTURAL DWGS GIRTS. Z GIRTS TO BE 4� ATTACHED TO CONCRETE WALL CONCRETE OVER REVISION&A# W NEOPRENE GASKETS A A! At A" z PROPRIETARY 8 PR 03 11.04.19 -"A INTUMESCENT PAINT td, FOR FULL HEIGHT OF z CONCRETE STEM I Lu 8 m'" ' COLUMN, THICKNESS .......... FOR 60 MINUTES OF WALL FRE RESISTANCE A. W _3 -7-7- PERIOD z U) LL <................. 't Lu < INT EXT INT EXT INT EXT U) K N "e. P. Ni g�tKiv D;O G> i4AJILJ I;F OVA . .......... ........ z 2 G - EXTERIOR WALL (1 -HR) H - EXTERIOR WALL (1-HR) CM1 - COLUMN ASSEMBLY (1 -HR) BASED ON OSSC TABLE 722.2.1.1 BASED ON OSSC TABLE 722.2.1.1, TABLE 722.2.1.4(2) BASED ON UL DESIGN NO. Y624 S2 G3001 1- HOUR FIRE RESISTANCE RATING 1-HOUR FIRE RESISTANCE RATING 1-HOUR FIRE RESISTANCE RATING 0 z toD4 ASSEMBLY NOTES. GENERAL NOTES: MEMBRA /,, SYSTEM NE ROOFING 'G+$f�y +rte MEMBRANE ROOFING ! MEMBRANE ROOFING CS~�� A CONFORM TO DETAILED RE UIREMENTS OF SYSTEM SYSTEM _ COVERBOARD NOTE. BASED ON GA 600-2018 i n ;""""° DESIGNATED TESTING AUTHORITY NUMBERS AT COVERBOARD COVERBOARD RIGID INSULATION RC 2601: GENERIC (AS NOTED N PARENTHESIS)WHERE DEV ATION RAT ..:...............'..........'......... .. ............... ... (R-30) 74p .M4*1D GA FILE NO. RIGID INSULATION RIGID INSULATION BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT OCCURS R-30) (R-30) ANGLES TO 2 x 10 WOOD JOISTS 24"O.C. WITH 1-1/4"TYPE W OR S ALL SCREWS 24"OC.C. FACE LAYER 5/8" TYPE X GYPSUM CONSTRUCTION MATERIALS,ADDITIONAL AND _ ��$ r ' VAPOR RETARDER WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES ALTERNATIVE MATERIALS AND/OR CONSTRUCTION O� �Qw - METHODS MAY BE INDICATED IN REFERENCED TO JOISTS WITH 1-7/8"TYPE W OR S DRYWALL SCREWS 12"O.C. VAPOR RETARDER VAPOR RETARDER SHEATHING PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET ASSEMBLIES. 24" FROM BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2" SHEATHING SHEATHING PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF V JOISTS WITH 8D NAILS. APPROPRIATE ROOF COVERING. CEILING GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER E PROVIDES ONE-HOUR FIRE-RESISTANCE PROTECTION FOR GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE a 0 WOOD JOIST FRAMING, INCLUDING TRUSSES. NOTED. W 0 (2) LAYERS 5/8"TYPE 'X' WOOD TRUSSES GA FILE NO. RC 2751: GENERIC D. STRUCTURAL, FIRE RESISTIVE AND SOUNDS RESISTIVE = r GYPSUM BOARD INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS WOOD TRUSSES BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT FOR ELECTICAL, MECHANICAL, PLUMBING, AND H SEE STRUCTURAL (3) LAYERS 5/8"TYPE 'X' ANGLES TO WOOD ROOF TRUSSES 24"O.C. WITH 1-1/4"TYPE W CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE () - - - — GYPSUM BOARD DRYWALL SCREWS 12"O.C. SECOND LAYER 5/8"TYPE X GYPSUM IN ACCORDANCE WITH THE REQUIREMENTS OF THE W o WALLBOARD APPLIED AT RIGHT ANGLE TO TRUSSES WITH 2"TYPE GOVERNING CODES,AUTHORITIES OR OWNER n 0 7/8" HAT CHANNELS W DRYWALL SCREWS 12" O.C. SECOND LAYER JOINTS OFFSET 24" REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. c 3 FROM BASE LAYER JOINTS, THIRD LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLE TO TRUSSES WITH 2-1/2" E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO V 3 (1) LAYER 5/8"TYPE 'X' TYPE W DRYWALL SCREWS 12" O.C. THIRD LAYER JOINTS OFFSET COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER GYPSUM BOARD 12" FROM SECOND LAYER JOINTS. HAT-SHAPED RIGID FURRING STUD SIZE OR FURRING SHALL BE PROVIDED AND 0 2 LAYERS 5/8"TYPE W LEVEL CHANNELS 24"O.C. APPLIED AT RIGHT ANGLES TO TRUSSES OVER Q c � SHALL EXTEND THE FULL SURFACE OF THE WALL GYPSUM BOARD - - THIRD LAYER WITH TWO 2-1/2" LONG TYPE W DRYWALL SCREWS AT LENGTH AND HEIGHT WHERE THE FURRING OCCURS. m EACH TRUSS. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD H LEVEL _ APPLIED AT RIGHT ANGLES TO FURRING CHANNELS WITH 1-1/8" F. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE 0 S TYPE S DRYWALL SCREWS 12"O.C. WOOD TRUSSES SUPPORTINGINTEGRITY IS TO BE MAINTAINED AT PENETRATION 3/4"T&g EDGE WOOD STRUCTURAL PANELS APPLIED AT RIGHT FOR ELECTRICAL, MECHANICAL, PLUMBING,AND ANGLES TO TRUSSES WITH 8D NAILS 6"O.C. AT JOINTS AND 12"AT CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE INTERMEDIATE I JOISTS. APPROPRIATE ROOF COVERING. CEILING m PROVIDES TWO-HOUR FIRE-RESISTANCE PROTECTION FOR N ACCORDANCE WITH THE REQUIREMENTS OF THE Z 3 RC-1 — ROOF/ CEILING ASSEMBLY (1 HR) RC-2 — ROOF AT SHAFT ASSEMBLY 1 HR) RC-3 — ROOF/ CEILING ASSEMBLY (2HR) GOVERNING CODES, AUTHORITIES OR OWNER c N TRUSSES. REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. Lo BASED ON OSSC TABLE 721.1 (3), ITEM NO. 21-1.1 BASED ON GA FILE NO. RC 2601 BASED ON GA FILE NO. RC 2751 H m N 1-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING FINISH FLOOR PER ICC REPORT ESR-1305• FIGURE 3 W L N (TYPICAL AT LOW SLOPE ROOF) FINISH FLOOR PER (TYPICAL AT ELEVATOR) (TYPICAL AT STAIRS AND SHAFTS) SCHEDULE J o_ r� SCHEDULE 1"GYPSUM CEMENT 3/4 INCH GYPCRETE N CONCRETE SLAB ON UNDERLAYMENT SYSTEM Q GRADE, PER STRUCTURAL (3/4 MIN.AT ACOUSTIC 23/32"TONGUE AND GROOVE SHEATHING(19/32" SHEATHING MAY BE SUBSTITUTED WHEN 3/4" GYPCRETE IS USED () MAT LOCATIONS) ) r' — — —ION — — — - — ° 9-1/2"(OR DEEPER) LPI 18, LPI 20PLUS, LPI 32PLUS, LPI 42PLUS OR d d LPI 52PLUS WOISTS SPACED 24"(OR LESS)ON CENTER. . a LEGEND. O > d VAPOR RETARDER ACOUSTIC MAT TWO LAYERS OF 1/2"THICK, TYPE X GYPSUM WALLBOARD, EITHER _ Z a ,. � DIRECTLY APPLIED TO JOISTS OR ATTACHED TO RESILIENT CHANNELS SPACED AT 16" ON CENTER.ATTACH FIRST LAYER W/ (n 1-5/8"TYPE W SCREWS.ATTACH SECOND LAYER W/2-1/4"TYPE W HORZONTAL ASSEMBLY TYP. DESIGNATOR - - _ if SHEATHING SCREWS. LOOR 10 (R-15) C F FLOOR/CEILING 3" RIGID INSULATIONR F N R- 00 )...............................:.........,..........;_.._;..._.._,........._._.._:.__....:..........;. AT 4'-0"ALONG ... ----"' 1-1/2"TYPE G SCREWS, SPACED 8" ON CENTER AND 6" FROM EACH (V O CONDITIONED SPACE SLAB END OF THE BUTT JOINT, MUST BE USED TO FASTEN THE FACE : .. . LJJ »-- »- -- PERIMETER WOOD I J I T LAYER TO THE BASE LAYER AT THE FACE LAYER BUTT JOINTS. J - O S i 1.i0 NOTES. ,o0 o ;o 0 0 oL cQoC c VENT ROCK PER RADON. O . ........ .....: Q ,. ^ . ,. ^ .. ^ •,. ,:- ..^ :................: ........_: BLOWN-IN INSULATION �c 4° c tc c tc;Ec �C hCO nC `f 2.VINYL IS MINIMUM 0.06-INCH THICK WITH CUSHIONED VINYL Q Q i° Ij '.' is COORDINATE WITH * + ovo ovo cvovo�ouCoC CoL c - +-----;---- MINIMUM 0.01-INCH-THICK WEAR LAYER. .o o ° r STRUCTURAL AND GEOTECH 4 boa t, ; c• �c.� w w e ' 3. GYP-CRETE (ER NO. 3433) IS MINIMUM 3/4-INCH THICK OVER LL ;o�c�.0 e` o cvoLc�oa000 (2) LAYERS 5/8"TYPE 'X' 19/32-INCH PLYWOOD -Q. O GYPSUM BOARD D AT TONGUE AND GROOVE ...:,... ; ........:.... . _: 4. THE PLYWOOD MUST BE GLUE 0 __ __ __ .........._I..........� /n - ! __...._.....;...__._:; JOINTS AND TO THE I-JOISTS. U v IL I- I- WRB Yui OSSC TABLE 721.1 (3). ITEM NO. 21-1.1: W - -- I- w } _,4 _ FLOOR CONSTRUCTION -WOOD JOISTS, WOOD-I-JOISTS, FLOOR 0 TRUSSES AND FLAT OR PITCHED ROOF TRUSSES SPACED A SUSPENSION SYSTEM MAXIMUM 24"O.C. WITH 1/2"WOOD STRUCTURAL PANELS WITH V a U) EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL V = w PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" NOR Z LIGHT GAUGE METAL LESS THAN REQUIRED BY CHAPTER 23. Q 00 FRAMING CEILING CONSTRUCTION -BASE LAYER 5/8"TYPE X GYPSUM 1x6 T&G SOFFIT WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4"TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. u � a F-1 — SLAB ON GRADE NOT IN USE F-3 — FLOOR AT OVERHANG FACE LAYER S/8"TYPE XGYPSUM WALLBOARD ORVENEER BASE a/ APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE Q BASED ON OSSC TABLE 721.1 (3), ITEM NO. 21-1.1 LAYER WITH 1 7/8"TYPE S OR TYPE W DRYWALL SCREWS 12"O.C. � 1-HOUR FIRE-RESISTANCE RATING AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE O Z (TYPICAL AT UNITS) G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE z FINISH FLOOR PER LAYER END JOINTS, 12" O.C. SCHEDULE G NOTES: CC 1"GYPSUM CEMENT G UNDERLAYMENT SYSTEM n. THE CEILING SHALL BE PERMITTED TO BE OMITTED OVER 0 — — — — — — — — — — — — LEVEL UNUSABLE SPACE, AND FLOORING SHALL BE PERMITTED TO BE U OMITTED WHERE UNUSABLE SPACE OCCURS ABOVE. _..._........... .......................... :,..........................::... ................... ... ................ ACOUSTIC MAT HORIZONTAL ASSEMBLIES- EXTERIOR - SHEATHING 4. ....__ .. - PROJECT NO. 17055 ` WOOD JOIST X o 04.29.2019 V5 o a REVISIONS: BLOWN-IN INSULATION Q w .._ .......... _ 0 (2) LAYERS 5/8"TYPE 'X' a w A Bid Set 04.29.19 GYPSUM BOARD w o G Permit Rev. #4 08.05.19 WRB a w w ¢ J O U o SUSPENSION SYSTEM w L ¢ J > Q U = F Q U W d LIGHT GAUGE METAL 1 FRAMING $ 1x6 T&G SOFFIT Z J F-4 — FLOOR AT OVERHANG w G30030 BASED ON OSSC TABLE 721.1(3), ITEM NO. 21-1.1 0 0 1-HOUR FIRE-RESISTANCE RATING z o UNIT LEVEL CORRIDOR _ _ _ UNIT - - - - - - - - - - - - - - LEVEL_ ASSEMBLY NOTES: GENERAL NOTES: D` kC - - - - — — - - - - - - - - - - - - - - - - - - VEL NOTE BASED ON GA-600-2018 A CONFORM TO DETAILED REQUIREMENTS OF FINISH FLOOR PER - - R PER PROPRIETARY* DESIGNATED TESTING AUTHORITY NUMBERS AT RATED �� -- - FINISH FLOOR GA FILE NO. BM 1137: � FINISH FLOOR PER SCHEDULE SCHEDULE ASSEMBLIES. WALLS DESIGNATED AS"BASED ON"VARY SCHEDULE (AS NOTED IN PARENTHESIS)WHERE DEVIATION GYPSUM CEMENT GYPSUM CEMENT BASE LAYER 1/2" PROPRIETARY TYPE X GYPSUM WALL OCCURS. +► GYPSUM CEMENT UNDERLAYMENT UNDERLAYMENT BOARD APPLIED TO BEAM CAGE WITH 1"TYPE S-12 D.0 GON UNDERLAYMENT DRYWALL SCREWS 12"O.C. FACE LAYER 1/2" B. ASSEMBLY COMPONENTS SHOWN REFLECT THE MAJOR ,2918 O� SHEATHING PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED BEAM CAGE WITH 1-5/8" TO SHEATHING 12 TYPE S-12 DRYWALL SCREWS 12" CONSTRUCTION MATERIALS; ADDITIONAL AND a ACOUSTIC MAT O.C. OF 01 ALTERNATIVE MATERIALS AND/OR CONSTRUCTION r?' WOOD JOISTS WOOD JOISTS METHODS MAY BE INDICATED IN REFERENCED SHEATHING Y\Z\ JOINTS OFFSET FROM BASE LAYER JOINTS. ASSEMBLIES. WOOD I-JOIST ACOUSTIC INSULATION U ACOUSTIC INSULATION BEAM CAGE FABRICATED FROM 24 GA. 7/8"X 1-3/8"STEEL C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF E _ _ _ a ANGLES SCREW ATTACHED TO STEEL JOISTS T AT BEAM GYPSUM BOARD IN ALL ACOUSTIC INSULATION TOP FLANGE AND 25 GA. 2-1/2"STEEL RUNNERS HOOKED GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE ° NOTED o OVER BEAM LOWER FLANGE AND SUPPORTING 1-5/8", 18 W MIL(25 GA.) STEEL STUDS 24" O.C. MINIMUM BEAM SIZE w m RESILIENT CHANNEL RESILIENT CHANNEL W8X15. (ONE HOUR UNRESTRAINED BEAM.) D. STRUCTURAL, FIRE RESISTIVE AND SOUNDS RESISTIVE (2) LAYERS TYPE'X' 5/8" INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS ° (2) LAYERS 5/8"TYPE 'X' GYPSUM BOARD PROPRIETARY GYSUM BOARD: FOR ELECTICAL, MECHANICAL, PLUMBING, AND GYPSUM BOARD CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE V AMERICAN GYPSUM COMPANY LLC IN ACCORDANCE WITH THE REQUIREMENTS OF THE W (1) LAYER TYPE 'X'5/8" - 1/2" FIREBLOCOTYPE C GYPSUM BOARD N _ -6EILING HEIGHT GYPSUM BOARD GOVERNING CODES,AUTHORITIES OR OWNER ° J _ CERTAINTEED GYPSUM INC. REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. SUSPENDED 1-1/2" LIGHT 1/2"CERTAINTEEDOTYPE C GYPSUM BOARD = o GAUGE METAL FRAMING CONTINENTAL BUILDING PRODUCTS m 3 SUSPENDED 1-1/2" LIGHT SUSPENDED 1-1/2" LIGHT 1/2" FIRECHECKOTYPE C E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO V d 3 GAUGE METAL FRAMING GAUGE METAL FRAMING GEORGIA-PACIFIC GYPSUM LLC COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER o - - - - - - - - - - - WITH ACOUSTIC PANEL WITH 5/8"GYPSUM BOARD - 1/2"TOUGH ROCK@ FIREGUARD COGYPSUM STUD SIZE OR FURRING SHALL BE PROVIDED AND Q WHERE OCCURS, SEE WHERE OCCURS, SEE RCPS BOARD SHALL EXTEND THE FULL SURFACE OF THE WALL - - - - - - - - - - - - - - - - - - - - - - - - - - LENGTH AND HEIGHT WHERE THE FURRING OCCURS. RCPS NATIONAL GYPSUM COMPANY ~ CEILING HEIGHT 5/8"GYPSUM BOARD t 1/2"GOLD BONDOBRAND FIRE-SHIELD CTM o SAT ACOUSTIC PANEL GYPSUM BOARD F. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE UNIT OR OFFICE CEILING HEIGHT _ I PABCO GYPSUM INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS a o — 41 CEILING HEIGHT CORRIDOR 1/2" FLAME CURB®SUPER'C'TYPE PGC FOR ELECTRICAL, MECHANICAL, PLUMBING, AND 2 COMMON SPACE UNITED STATES GYPSUM COMPANY CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE FC-1 - FLOOR/CEILING ASSEMBLY (1 HR) FC-2 - FLOOR/CEILING ASSEMBLY (1 HR) FC-3 - FLOOR/CEILING ASSEMBLY (1 HR) 1/2"SHEETRocI<OBRANOFIREcoDEoccoRE IN GOVERNING ES,AUTHORITIES OROWSOFTHE Z G PSU ANE GOVERNING CODES,AUTHORITIES OR OWNER 0 N BASED ON ICC REPORT ESR-1305, FIGURE 3 STC 50 BASED ON OSSC TABLE 721.1(3), ITEM NO. 21-1.1 STC-NOT REQ'D BASED ON GA FILE NO. FC 5109 STC 55-59 REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. > M 1-HOUR FIRE-RESISTANCE RATING IIC 50 1-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING IIC 52 W t N (TYPICAL AT UNITS) (TYPICAL AT CORRIDORS) (FLOOR ABOVE COMMON SPACES AT SELECT AREAS) o M FINISH FLOOR PER J SCHEDULE N GYPSUM CEMENT N :— —.— Q O M UNDERLAYMENT .::::. _!77 U m STAIR LEVEL STROUCTU NAILER PER LEGEND: O __... ACOUSTIC MAT STEEL PLATE Z -: STEEL ANGLE PER HOO DESIGNATOR SHEATHING „ ; ASSEMBLY F-FLOOR + -- INSTRUCTIONS co FC-FLOOR/CEILING O WOOD I-JOIST N R-ROOF N FLOOR/CEILING X # (� w ASSEMBLY F-3 OR FC-1 M J ASSEMBLY NOTES CONT.: 0 O co (3) LAYERS 5/8"TYPE 'X' STEEL BEAM CC 0 GYPSUM BOARD C OSSC TABLE 721.1 (3). ITEM N0.21-1.1: O Q HAT CHANNEL rr In� FLOOR CONSTRUCTION -WOOD JOISTS, WOOD-I-JOISTS, U V LL FLOOR TRUSSES AND FLAT OR PITCHED ROOF TRUSSES Q SPACED A MAXIMUM 24"O.C. WITH 1/2"WOOD STRUCTURAL YLu PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO W } TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8D NAILS. LL (2) LAYERS THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE W O CEILING HEIGHT GA FILE NO. RC 5109: PROPRIETARY' 7�71PROPRIETARY 1/2" G LESS THAN NOMINAL 1/2" NOR LESS THAN REQUIRED BY - TYPE 'X'GYPSUM WALL CHAPTER 23. U Y U) (1) LAYER 5/8"TYPE X' BOARD ONE LAYER 5/8" LI VENEER BASE APPLIEDATRRGYPSUMY TYPE X GYPSUM RIGHT ANGLES O RESILIENT C ANNE SY a CEILING CONSTRUCTION - BASE LAYER 5/8"TYPE X GYPSUM LOW VOLTAGE GYPSUM BOARD 24"O.C. (16" O.C. WHEN BATT INSULATION IS USED; 12"O.C. WHEN WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS V w GYPSUMLOOSE LL PANELEND JON IS OINTSSOCATED MIDWAY BETWEENED)WITH 1"TYPE S 12" O.C. 24"O.C. WITH 1 1/4"TYPE S OR TYPE W DRYWALL SCREWS Q 0 Z STEEL RUNNERS PER 24"O.C. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR ASSEMBLY CONTINUOUS CHANNELS AND ATTACHED WITH 8"SCREWS TO VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR INSTRUCTIONS ADDITIONAL PIECES OF CHANNEL 60" LONG LOCATED 3" BACK ON TRUSS THROUGH BASE LAYER WITH 1 7/8"TYPE S OR TYPE W Q Q EITHER SIDE OF END JOINT. RESILIENT CHANNELS APPLIED AT DRYWALL SCREWS 12"O.C.AT JOINTS AND INTERMEDIATE FC-4 - FLOOR/CEILING ASSEMBLY (2HR) NOT IN USE BM1 - BEAM ASSEMBLY (1 HR) RIGHT ANGLES TO 2 X 10 WOOD JOISTS SPACED A MAXIMUM OF 24" JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS W a O.C. WITH 1-1/4"TYPE S SCREWS. GLASS OR MINERAL FIBER BATT PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END c) BASED ON GA FILE NO. FC 5750 BASED ON GA FILE NO. BM 1137 INSULATION STAPLED TO SUBFLOOR OR LOOSE FILL INSULATION JOINTS, 12"O.C. O) 2-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING APPLIED DIRECTLY OVER GYPSUM PANEL. WOOD JOISTS (HORIZONTAL STAIR SEPARATION) SUPPORTING 15/32"WOOD STRUCTURAL PANEL SUBFLOOR ICC REPORT ESR-1305, FIGURE 3 O Z APPLIED AT RIGHT ANGLES TO JOISTS WITH CONSTRUCTION ADHESIVE AND 6D RING SHANK NAILS 12" O.C. MINIMUM 1/2" 3/4 INCH GYPCRETE CC G PROPRIETARY GYPSUM FLOOR TOPPING APPLIED OVER CGC SUBFLOOR. 23/32"TONGUE AND GROOVE SHEATHING (19/32" SHEATHING G STC AND IIC RATED WITH BOTH JOISTS AND RESILIENT CHANNELS MAY BE SUBSTITUTED WHEN 3/4"GYPCRETE IS USED) 0 SPACED 16"O.C. 3-1/2" GLASS FIBER INSULATION IN JOIST SPACES, 9-1/2" (OR DEEPER) LPI 18, LPI 20PLUS, LPI 32PLUS, LPI 42PLUS U 3/4" PROPRIETARY GYPSUM FLOOR TOPPING POURED OVER 1/4" OR LPI 52PLUS I-JOISTS SPACED 24"(OR LESS) ON CENTER. PROPRIETARY SOUND REDUCTION MAT, AND WITH FINISH FLOORING OF C&P, SHEET VINYL,AND ENGINEERED WOOD TWO LAYERS OF 1/2"THICK, TYPE X GYPSUM WALLBOARD, HORIZONTAL ASSEMBLIES- LAMINATE. EITHER DIRECTLY APPLIED TO I-JOISTS OR ATTACHED TO INTERIOR PROPRIETARY GYPSUM BOARD: RESILIENT CHANNELS SPACED AT 16"ON CENTER. ATTACH FIRST LAYER W/ 1-5/8"TYPE W SCREWS. ATTACH SECOND UNITED STATES GYPSUM COMPANY LAYER W/2-1/4"TYPE W SCREWS. PROJECT NO. -5/8"SHEETROCKOBRAND FIRECODEOC CORE GYPSUM 1-1/2"TYPE G SCREWS, SPACED 8"ON CENTER AND 6" FROM 17055 PANELS EACH END OF THE BUTT JOINT, MUST BE USED TO FASTEN - LEVELROCKOBRAND FLOOR UNDERLAYMENT THE FACE LAYER TO THE BASE LAYER AT THE FACE LAYER BUTT JOINTS. X o 04.29.2019 GA FILE NO. RC 5750: GENERIC 05 NOTES: ti BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT Q a 2 ANGLES TO 9-1/2" DEEP WOOD I-JOISTS 24"O.C. WITH 1-1/4"TYPE W . VINYL IS MINIMUM 0.06 INCH THICK WITH CUSHIONED VINYLW REVISIONS: # MINIMUM 0.01-INCH-THICK WEAR LAYER. ° DRYWALL SCREWS 12"O.C. SECOND LAYER 5/8"TYPE X GYPSUM z x WALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2"TYPE 3. GYP-CRETE (ER NO. 3433) IS MINIMUM 3/4 INCH THICK 3 G Permit Rev. #4 08.05.19 OVER 19/32-INCH PLYWOOD. a w W DRYWALL SCREWS 12" O.C. SECOND LAYER JOINTS OFFSET 24" 4, THE PLYWOOD MUST BE GLUED AT TONGUE AND GROOVE w S FROM BASE LAYER JOINTS. THIRD LAYER 5/8"TYPE X GYPSUM JOINTS AND TO THE I-JOISTS. ° WALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2-1/2" ! 5. a TYPE W DRYWALL SCREWS 12" O.C. THIRD LAYER JOINTS OFFSET CAVITY IS INSULATED WITH 3 1/2-INCH-THICK FIBERGLASS w 12" FROM SECOND LAYER JOINTS. HAT-SHAPED 7/8" RIGID FURRING BATTS BETWEEN JOISTS. Q z CHANNELS 24" O.C.APPLIED AT RIGHT ANGLES TO I-JOISTS OVER o THIRD LAYER WITH TWO 2-1/2" LONG TYPE W DRYWALL SCREWS AT LL EACH I-JOIST. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD Q APPLIED AT RIGHT ANGLES TO FURRING CHANNELS WITH 1-1/8" _ 0. TYPE S DRYWALL SCREWS 12"O.C. WOOD I-JOISTS SUPPORTING 3/4"T&G EDGE PLYWOOD FLOOR APPLIED AT RIGHT ANGLES TO I- w a JOISTS WITH 8D NAILS 6" O.C. AT JOINTS AND 12"AT INTERMEDIATE Q rc I-JOISTS. CEILING PROVIDES TWO-HOUR FIRE-RESISTANCE U PROTECTION FOR WOOD FRAMING. z - w fj � G3 . 04 o = w � og Z 0 LAP ROOFING MEMBRANE PUTTY PAD AT DEVICE BOXES, GENERAL NOTES. — OVER SAM TYPICAL AT ALL RATED CEILINGS +j j J MEETING THE REQUIREMENTS OUTLTE: CONTRACTOR WILL BE LIINED N TNSIBLE HE 1 SEAL PERIMETER THERMAL ENCLOSURE INSPECTION CHECKLIST. M 1 OF DEVICE BOXES REFER TO SPECIFICATION SECTIONS 01 81 13&01 81 1 SEAL PERIMETER OF 14, . DEVICE BOXES � A. ALL CEILING, WALL, FLOOR, AND SLAB INSULATION � �O� SHALL ACHIEVE RESNET-DEFINED GRADE 1 �1$ rO PUTTY PAD AT DEVICE v,1 BOXES, TYPICAL AT �� 0} 1 i_ INSTALLATION �'" CORRIDOR WALLS, DEMISING WALLS & EXTERIOR WALLS B. PROVIDE A COMPLETE AIR BARRIER AT THE � a — SEAL ANNULAR SPACE FOR FIRE FOLLOWING LOCATIONS IN ADDITION TO THE NOTED . RATINGS PER ASSEMBLY V t ` - SEALANNULAR SPACE FOR AREAS ON THIS SHEET: : .# I - . WRB-CONTINUOUS FIRE RATINGS PER d o SEALANT BEAD AT ALL BACKER ROD & SEALANT AT ASSEMBLY-SEAL FOR AIR 1. WALLS: WALLS BEHIND SHOWERS AND TUBS, FLOOR TO WALL&SEALANT BARRIER AT CORRIDOR STAIRCASE WALLS,AND ALL OTHER EXTERIOR WALLS W _ HORIZONTAL&VERTICAL BELOW RESILIENT CHANNEL WALLS, DEMISING WALLS& ~ SEAMS, TYPICAL m GYPCRETE PROVIDESFLOORSc EXTERIOR WALLS z SPRAY FOAM INSULATION 2 BETWEENUNITS FLOORS, AND FLOORS BETWEEN TRUSSES SEAL AT FLOOR TO WALL H c `n, a) s WALL PENETRATION 3. PENETRATIONSNE UNCONDITIONED SPACE OR W o / 1 THOSE THAT PENETRATE THE RESIDENTIAL UNIT r N U ENVELOPE SHALL BE FULLY SEALED WITH SOLID ^ SCALE: 3" = 1'-O" BLOCKING OR FLASHING AS NEEDED,AND GAPS c 3 SHALL BE SEALED WITH CAULK AT THE FOLLOWING = ° 3 LOCATIONS V w 3 157 - DUCT SHAFTS o 0 - PLUMBING/PIPING Q T 1 155 SPRINKLER HEADS —° a - ELECTRICAL WIRING ` I ) DOORS ADJACENT TO UNCONDITIONED SPACE OR a AMBIENT CONDITIONS GASKETED OR MADE �[- ' " ' ---------------- SUBSTANTIALLY AIRTIGHT. = a I RECESSED LIGHTING FIXTURES ADJACENT TO ........ _ UNCONDITIONED SPACE LABELED AND FULLY Z T52 .»»». _ ,^.. GASKETED. NAIR SEALING AT ROOF FLOOR/CEILING PENETRATION °SCALE: 1 1/2" - 1'-0" SCALE: 3" - 1'-0" 151 151 4. CRACKS N THE BUILDING ENVELOPE SHALL BE FULLYSEALEDAT THE FOLLOWNG LOCATIONS 152 152 152 - ALL SILL PLATES ADJACENT TO CONDITIONED SPACE a SEALED TO FOUNDATION OR SUB FLOOR WITH CAULK. H 1 AT TOP OF WALLS ADJOINING UNCONDITIONED Q o UNIT 152 UNIT SPACES, CONTINUOUS TOP PLATES OR SEALED V 155 152 152 BLOCKING USING CAULK, OR EQUIVALENT MATERIAL. II 1 1 WALLBOARD D TOP PLATE SEAL PERIMETER i A L r ATTIC/WALL INTERFERENCES USING SILL SEALER.L I - .. ... ,� . ., .® 150 CONSTRUCTION ADHESIVE SHALL NOT BE USED. OF DEVICE BOXES f � 150 150 ROUGH OPENING AROUND WINDOWS AND EXTERIOR PUTTY PAD AT DEVICE 33 DOORS SEALED WITH CAULK BOXES, TYPICAL AT ALL _.... —__ RATED CEILINGS . . 151�.J,x�, ,, 5. THE GAP BETWEEN THE DRYWALL SHAFT(LE. THE M CONTINUOUS STRIP OF SILL - COMMON WALL)AND THE STRUCTURAL FRAMING CV O SEALER BEHIND GYPSUM 151 BETWEEN UNITS FULLY SEALED AT ALL EXTERIOR N 151 151 152 158 BOUNDARY CONDITIONS. w BOARD TO FRAMING AND AT ALL OTHER OPENINGS: 152 0) 152 - SPRINKLER HEADS m 1 ATTIC ACCESS PANELS THAT ARE GASKETED(I.E. NOT Z 1 154 CORR UNIT i. UNIT 152 UNIT CAULKED)TO PRODUCE CONTINUOUS AIR SEAL WHEN O O Q 1 152 152 OCCUPANT IS NOT ACCESSING THE ATTIC. C Q 1 G Q O COMPARTMENTALIZATION 1 AIR BARRIER COMPONENTS: I 150 150 1151 150 150 KEYNOTES:O 'Q+ rrIn� LL COMPONENTS: 1r� � V VLL SEAL WINDOW& DOOR ... ter . m Q �. .� Yui SEAL ANNULAR SPACE FOR OPENINGS BETWEEN FRAME 150 BACKER ROD &SEALANT AT BOTTOM OF GYPSUM FIRE RATINGS PER & ROUGH OPENING ""m Tt ;xr r , r, xv> s,, v, xxxt,.r BARRIER AT CORRIDOR I r` xtix 1 xx xxxvv s - v. z --iZU . WALLBOARD TO SUBFLOOR W - (� ASSEMBLY-SEAL FOR AIR - - W 0 I(? 151 151 158 151 CONTINUOUS STRIP OF SILL SEALER BEHIND GYPSUM LL WALLS, DEMISING WALLS & I WRB-CONTINUOUS SEALANT 51 151 151 BOARD OF ALL INTERIOR SIDES OF UNIT WALL AT V EXTERIOR WALLS I BEAD AT ALL HORIZONTAL& 158 EXTERIOR, CORRIDOR,AND DEMISING WALLS a VERTICAL SEAMS, TYPICAL SEAL PERIMETER OF 152 152 152 APPLY CONTINUOUS SEALANT AROUND ALL SIDES OF V = LIJ DEVICE BOXES, USE PUTTY PENETRATIONS. IN ADDITION, USE PUTTY PADS AT 0 Z PAD, TYPICAL AT CORR UNIT 152 �. CORRIDOR, DEMISING & 15� UNIT v UNIT DEVICE BOXES EXTERIOR WALLS a 152 152 154 AIR SEAL AT ROUGH OPENINGS TO OCCUR AT BACK OF BACKER ROD & 150 y 150 150 WINDOW/DOOR FRAME,AROUND ENTIRE PERIMETER. W U) a SEALANT AT FLOOR 150 150 REFER TO WINDOWAND DOOR DETAILS, TYPICAL TO WALL 158 01) _ — - 155 TEMPORARY ROOFING MEMBRANE/VAPOR VARRIER- .z-,> , --. m GYPCRETE SEAL ALL PENETRATIONS, TYPICAL 1� - _ L .fx"x V S.nX x rxnx, v x i :'f,. ;ax.�="�x v ,;�x. •,'YYY;Y� iYf TYx Y_S �� II e` 156 VAPOR BARRIER-SEAL ALL PENETRATIONS &APPLY 151 158 ALL CC CONTINUOUS BEAD OF SEALANT BETWEEN STEM W CGC — 151 158 151 151 AND VAPOR BARRIER-SEE FOUNDATION DETAILS G I O Y" 152 r 152 157 APPLY SEALANT OR SPRAY FOAM INSULATION AROUND U CO R UNIT ( ' PERIMTER OF GYPSUM BOARD BETWEEN TRUSSES X ,54 h ACCESSIBLE 158 MAINTAIN HORIZONTAL FIRE RATING AIR SEALING AT EXTERIOR 152 ,52 UNIT UNIT AIR SEALING DETAILS 5 � ,52 SCALE: 1 1/2" = T-0" 150 150 159 CONTINUOUS STRIP OF SILL SEALER BELOW SILL PLATE I K, t- ! 150 150 0O. 17055 JECT N - WRB-CONTINUOUS _ SEALANT BEAD AT ALL - HORIZONTAL&VERTICAL SEAMS, TYPICAL 151 158 "^- x 04.29.2019 �nJ,+ N CONTINUOUS BEAD OF 1 T ., SEALANT BETWEEN WRB & REVISION A# � (� � 'I � f I a a S: # SAM 1 1, I a 158 1 w 5 - $ 1 , I ~ s CONTINUOUS BEAD OF ; u j 3 A Bid Set 04.29.19 SEALANT BETWEEN WRB & _ COMMUNITY I ; WATER/FIRE 05.20.19 1 FLASHING I ' RISER W 8 G Permit 1Rev. 94 08.05.19 CLOSET ROOM - LEGEND: _ "--- -� r 1:' I w 152 o 156 1 a ------ LOCATION OF WEATHER RESISTIVE W °o SILL SEALER 159 150 I BARRIER J < _ -- — ,' ----------------- COMPARTMENTALIZATION UNIT 0 r� — DYNAMIC SEALANT JOINT ) = a w �a . . r LOCATION OF AIR BARRIER/ G U SEAL VAPOR BARRIER TO � STEM WALL A 3 AIR SEALING AT FOUNDATION AIR SEALING SECTION AT OVERHANG 12 AIR�S��E�A��LINIGZS`5�EIC ION A BASEMENT W a 65 . 01 SCALE: 1 1/2" = T-0" SCALE: 1/4" = T-0" SCALE: ° 0 4 ; ` 7\1 GENERAL NOTES: 7,. { A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITION(S) 9 112„ 5 THAT ARE MATERIAL TO THE PERFORMANCE OF THE nn 11' ( WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR i�• 4 6' -5" 235 OTHERWISE REQUIRE INTERPRETATION SHALL BE g -9112" PROMPTLY REPORTED TO THE ARCHITECT IN WRITING ' ._. -_ ON FORM REQUIRED BY THE CONTRACT DOCUMENTS ONw 2 314' 2918 1 1 i B. OR FACE OF CONCRETE, t „ UNLESS OTHERWISE NOTED. DIMENSIONS ARE TO GRIDLINE TE [: - - t 235 V I!: SOF �' i 235 e . t 3IN' .1 7-6 '-6" III C. COORDINATE SLAB DEPRESSIONS WITH EQUIPMENT a, t I , T.O. WALL it SPECIFIED FOR INSTALLATION. V D. COORDINATE SLAB EDGE LOCATIONS WITH DETAILS, d o a ; 235 — — r- =-` TYP II. > E. REFER TO SHEETS A2.01 -A2.05 FOR FRAMING LLI ro 236 235 i DIMENSIONS. Q' m II o t - -___ -___ ____ ___- ____ __-_ ____ ___ �___ _ C ____ ___ ____ _________ II, r------- ----- ----- ----- ---- ------ ---- ----- ----- ------ ----------------------------- -------------�i F. REFER TO SHEETS A2.01 -A2.05 FOR FRAMING H 235 - „t i DIMENSIONS. V d = I T.O.WALL a W m N 235 _. ________ _____ _________ ___ ____ -- - - -- --- --- ------------------------------___ ______ _� II ;, ... ..o-.- - 1...... LL ......... . ..... . . -_ c 3 V f r ---------1- i' --� CONC. CURB 3 _ i, 4------------ J � 232 • I I I249 235 a a 235 ' , E EQ E �t EQ Z o ,a 2'_6, c 1 T.O. WALL 249 249 0 > uN j 235 w a 3,-0„ 235 m N N , tFl 1 4 _ °° ryy/i r, �/ J o r y r'y r ! 8md ': _.. w __ - '`I _ .___ _ - F _ — - _ _ _ — - — - — - - — - -- - _ — i 235 t ___ .. V min >_ t._ 238 2\/ 4'-7' / ..-..\ J _ �; a I m o .......... ..... ._. . ......... p, 3„ O_ I1 i 232 10'-9 1/2" X215 - - w i l ,1 x CONIC. CURB 232 . ' I A Y T Z - ,� __ .. - 215 ELEVATOR PIT III', { � t 235 235 _ ,L'. I 0 1 t T.O. ELEV SLAB i 232 SLAB RECESSED FOR WALK-OFF MAT, SEE LEGEND M O � e PER MANE r----.:.... 11 ;�T-a III t 3" 235 HSS STEEL COLUMN WITH 60 MINUTE FIRE RESISTANCE W 2'-6" i CONIC. CURB �J RATED SPRAYED FIRE-RESISTANT MATERIALS, SEE T.O. WALL -- --- 232 4 3 - -- --- STRUCTURAL DWGScl) 235 x Y— - - -- -- - - ..4 _ P35 .. _ - ' I 236 WF STEEL BEAM ABOVE WITH 60 MINUTE FIRE O O Q \�j RESISTANCE RATING PER ASSEMBLY BM-1, SEE 235 'i �"-``k � ( ' STRUCTURAL DWGS C C __ uj L. �, ...:.249. ...... a _ -r __-' � J I I — ... — LD — .... ___ __ __ . ........ _ _ .... }\ 238 SLAB RECESSED FOR PLUMBING FIXTURE, SEE LEGEND O - ---------------J - -- -- 248 HSS STEEL COLUMN WITH 60 MINUTE FIRE RESISTANCE t 7„ 51 -0 112" i 2Wr ( RATED SPRAYED FIRE-RESISTANT MATERIALS,ALIGN W/ W 5, -7" 7„ I BEARING WALL ABOVE, SEE STRUCTURAL DWGS W ----`---- '-- - ( O 249 FLOG DRAIN PROVIDE SL PEAS HO & REF RTO V Y V' L... . I d (n O 7,-p„ 3,-0„ 3,-0, T-0:, ---------- - Z V = w 00 ' � Cfl � o � rn H { I o ---------- L= — _ ... — _ _L.... - ....... - .. ......... _ ...... ... � - .......... - _..._ ------- _ _.. - ------------ _ ..._ ... — .._ — ._ �G i -- - - - I I - I -J--- -- O 1,'_6,. p,_0„ i l Al /t T.O. SLAB 236 ( J -- j y ( FOUNDATION/SLAB PLAN , rf/ u I I ... __ �___ ............_ .. . _... ... ........... .... ......._ ........ . . . ..... .L ._. i _ _.. 1L _. 7 I i $ -- ----= STORMWATER PLANTER, SEE CIVIL r I 249 i PROJECT NO. L FOOTINGS BEYOND, SEE STRUCTURAL 17055 4 t f ----------------- --� i I — — — — EXTENTS OF DECK&STAIRS, SEE i - - - - I FLOOR PLANS � , I -------------------- _ _ X o 09.30.2019 --T- BEAM ABOVE L) p p c T.O. PLYWOOD „ ,,,, f 1 i / 1 \ CONCRETE o r REVISIONS:# uj -' x ------ 'j 2 ASI 01 10.10.19 0'-3 3/8” I t t € t ( I II SHEATHING &JOISTS, SEE STRUCTURAL a w WALL - Z v 8 PR 03 11.04.19 I , 1249 I I) i I STEM WALL HEIGHT FLUSH W/FINISH x I I --- 1--1--1 w T.O. SLAB w UP > S ! I FLOOR HEIGHT, REFER TO STRUCTURAL w FOR MORE INFORMATION j ......... ...... ... ......... .. ...... ... .... .... _._..... ....._ _. ....... ... .... ____. ___ _. _.. ... ..... ... -. .._... . .. .._ _. ...._ ...__. . ... t - - . _.. _.._.._ _ ,� - - -- ------------------- ROLL-IN J ) 1 iy y ROLL-IN SHOWER RECESS, to ........ -0'-3 3/8" y w T.O. WALL /i%viii /!� REFER TO 11 / A8.63 LL c 27'- 10 3/4" WALK-OFF MAT RECESS, VERIFY W/STRUCTURAL REFER TO 6 / A8.63 Q r} ;y FLOOR DRAIN, REFER TO 9 / A8.63 x �d , 8 IN FOUNDATION/ SLAB PLAN - GROUND FLOOR2 FOUNDATION/SLAB PLAN - BASEMENT w A2mOO SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" z° 0 A5.01 I I q4. ,i ' 7 1 GENERAL NOTES: y0.jtoIf /' 86-41/4" 26'_11112' 112, `,... .�� A ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) 5 A3.11 _6, 9'-03/4" 22'-6" T-5" 22'-6" 22'- 101/2' THAT ARE MATERIAL TO THE PERFORMANCE OF THE ^� n WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR M �.. . Si 23 OTHERWISE REQUIRE INTERPRETATION SHALL BE REPORTED PORTED TO THE ARCHITECT IN WRITING - ------- -- P ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. i D O GON 2018 i� B. OR FACE OF STUD, I DIMENSIONS ARE TO GRIDLINE ii UNLESS OTHERWISE NOTED. I E D d m I f��y/gyp n�Qy \ r_ E X 1 2 1 V1' Sh 1 T I Og A5.01 C. REFER TO ENGLARGED PLANS FOR DETAILED SCOPE OF C 5 ';i A} A4.02 INTERIOR WORK. V DX r 1 T ,i 1 T i D. REFER TO INDIVIDUAL UNIT PLANS FOR WALL PARTITION a o ASSEMBLY TAGS. BELOW �" � ,i � � W I i 1 N I I I 'I A6.01 COMMUNITY c s 1 c 2 S1 1 T .� - o H 9'_3„ 5'-9" 1T-61/2„ 5'-9„ 9'_3„ 6, 6„ ti 9'_3" 5'_9„ ,-71/2.: V d A5.02 ROOM _ 132w cc 244 F G F - - SS-... — - G. O� G F G --- - - -G .. ... ....... .. ....... .. .... ..... ...... .... . io 1 . _. . _ o N V I C N WG 6 TRASH 1 I ACCESSIBLE I ' CLOSET 1 4 ACCESSIBLE 3 I S1 ' 244 _ 03 I 135 a s UNIT I , UNIT 4 5 UNIT Q q4 i J i. 1 A 101 102 1 A 1 a 1 QRR TYPE 5 TYPE 1 = TYPE 5 I I 126 r -` i i I, Q o ro E x \ �. . T __ in N # 1 T Z L ` D X 5' s" 1�IIC - - - Oft ` I y I STAI};y- ...... - r t , , ; 04i I7 5 O j BELOW - - J-'€ 1 - -0 ;. 12 A6 Q4 }•. 1 2 A - , �...: 0'1 ...2 A i <J l- ��® I ' W N 1 '', ....... Q I \ I ... o m _ lion :. / ° E.. '.''n - �i� 1 _ _—.�� 243 _ ::::. I_ I .. �„!, �� N N ,..-, i. ., LOBBY — - r - - - - - - -- - - - - - -- - - - - - - 1 Q o n 12 p 3 I 6 7 7 5 4 5 1 4 5 2 - - - { b 4 5 1 4 5 7 5 9 2 4 5 244 127 l A 13 0 \_ V no I r D T iv b 244 129 A3.13 I 1 - 2 A 1 A 4_ 1 A A3.12 1 A 127 1 A 2' - 2 - 1 A is 1 244 1 T ^° ' - — — f - - - - BELOW iL - S4 -4- , " -1y- I �.... I 6 -.._ ;r 1 229 ao 245 I 1 O Z 242 — I --- - ------- LOUNGE r �� KEYNOTES' �? B 5 I " � _4 _ iN 1 T I _ �� BIKE 136 g ' © 211 PRECAST CONCRETE DECK PANELS OVER PT DECK N H X I I ELE1/ O ROOM M BIKE ( PJ FRAMING N 4 4 03 = 212 CANOPY BELOW 3 BELOVI� N OFFICE OFFICE I I a, 121 137 m o N 0 As.02 247 63 130 131 I 4 5 ..... N n 229 CANOPY ABOVE J A 5 ( . / 1 T I o-1 UNIT I 233 FIRE RISER ROOM SIGNAGE 0 - -- =- I LAUNOEZYr - - - 4a� I _ 103 2 1 A - A 5 O Q / DS 1 T TYP 0 242 RENT DROP BOX 7 5 I 123 _ �_�. ; TYPE 6 CCui © T-01/2" 3 5 — r If Ir-71r 4, .. L 1 A �� ...................I 243 BULLETIN BOARDS .. O W _ in 4 5 1 JANITOR I ' - 244 5 ....... QS. 0 _ _ _. ._- - -.. t\ - 244 ACCESSIBLE DOOR OPERATOR V �' Q in O A4.00 rn 1 A 4 5 122 G 1 - I 3'-8" 6'-3" 12'-9" 245 CALL BOX AND ACCESSIBLE DOOR OPERATOR W _ } N _ ....._.... I 229 O - - _ _ UNIT 246 STORMWATER FACILITY, SEE CIVIL V Y UNIT L _ _ _ _ _ 710-61 © 105 ( 4 5 o- TYPE 2 I F: �......._ ........................-...................... 247 CONCRETE WALL W TH BENCH Y a TYPE 1 ----- 1 I Aa oz U w 4 5 - - I 0 00 F v I o E 1 A ............................. ......... W U) a ACCESSIBLE 4 5 © a 1 UNIT 1 A 211 A8.41 O Z 107 9 2 2 A _ ..... .... – - — - ...__.. ... ........ _ . ....... o n TYPE 5 , L _ .. .. _ J I _ ........ �j/1 CC N A 5 .,, —I'vi --- — — — — 41'- 51/2" G in 1 T �, �` 128 © 4 5 I °10, 11 ; 1 q I 4 5 " ^ __i `-" BASEMENT&GROUND FLOOR 1 A PLAN ....... .. 1.... ... m ....... . .... ... .. g. 2 f ... A5.02 O © I I 2 A - - - - - i O N 12'-4 1/2" 9'-5" I _ al J. UNIT a s- _ ' o� G X G X 8 PROJECT NO. 108 17055 _1 A TYPE 2 © G x 1 1 LOW 8 - I LTASTAIRG 09.30.2019 1 VOLTAGE z, IA z A WATER/FIRE 7 5003 02 1 X F _. F J '" '� ELECTRICAL RISER —_ —_— 8 — _� _- - REVISIO N UNIT �( _ m —. - -- - - - - - - - - � - - 001 002 w o NS:O# 109 o D �•.._...! ® H 2 ` ' '� 1 PR 01 09.06.19 Ln w © TYPE 7 7 13 T� I a H 2 H 2 6 5 6 5 ----- ---- 1 - z 0 8 PR 03 11.04.19 U I w 0 A6.02 n A6 02 — 1 0 o A 5 E 212 2 0 o DS \229 LL S / U) 2'-2', TYP. 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U d E RC-1 RC-1 0 RC 3 LILI UNIT CORR CORK I STAIR 406 426 428 i 02 i D 0 - - I L) IT W o N N U F -1F FC-2 I F -1 it I H m UNIT CORR 2 m 3 306 326 I STAIR 328 I 02 0 3 CORR Ix a m 2 FC-1 F -2 I FC 1 A5.12 n UNIT CORR CORR I STAIR I Q o — 206 1 226 1 F2-28-1i 02 4i = " d Z O W N m N F-3 FC 2 FC1 I w - " CORR CORR I STAIR I w N N Fl-26-1128 i 02 U -II II II IIII II -- - - 1 G - Low ? - .... _ r�l - I I I ...._III OLTAGE (/� I- - -_ -- - ! I003 . co 0 IFI - ;L_I 1:11 II! '—JL_ 1II - — - I - J III I I I : I III 1— I—I . I I ooa NORTH-SOUTH SECTION 1 � � O SCALE: 1/8" = T-0" Q Q 0 LL Y � Q Lu Lu W 3 W A5.02 w LL U (A Fn C.) Z 0 00 LV o RC-1 UNIT CORR UNIT O Z 401 427 402 FC-1 FC-2 FC-1 O UNIT CORR UNIT 301 327 302 BUILDING SECTIONS- NORTH/SOUTH FC-1 F _2F -1 PROJECT NO. 17055 UNIT CORR UNIT 201 227 202 X o 04.29.2019 _ o w REVISIONS:O FC-1F -2 FF-&-37 F-4z 0 ACCESSIBLE A Bid Set 04.29.19 UNIT CORR LOUNGE W o G Permit Rev. #4 08.05.19 101 127 1 F1-36� w � Jp Q Z 0 o II II 1111 II 11 — I LL � J I_ = _ = w I JI 11 _- II I ' II II II 111I I1=' I - �- ' I �I w II —11 II II II II II II II l - - ' II II=III U I � _ ; ,-1 1II af 2 NORTH - SOUTH SECTIONA5 0 01 SCALE. 1/E = 1 -0 0z 0 4GENERAL NOTES: �D �r A5.01 1 2 A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) 'tai A5.11 A5.01 THAT ARE MATERIAL TO THE PERFORMANCE OF THE rye WORK DESCRIBED BY THE CONTRACT DOCUMENTS t� OR OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING --- ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. O O cON B. STRUCTURE NOT ALWAYS SHOWN FOR CLARITY. 2018 �0k �7 �— -� r � —� I u u " C. REFER TO CIVIL PLANS FOR EXACT FINISH FLOOR O ELEVATIONS. U "-RC-1 RC-3 RC-1 I RC-1 f1 E 0 UNIT CORR UNIT UNIT W 413 F4 2-8 412 I I 406 D 0 FC-1 FC-2 —FC-1 FC-1 W o UNIT CORR UNIT I I UNIT 313 328 312 I I 306 2 0 3 FC-1 FC-2 FC-1 I I FC-1 Q UNIT CORR UNIT I I UNIT ~ 0 Ix 213 228 212 I I 206 Q o _ N Ul Z N F -1 FC-2 FC-1 I F-3 FC-1 O > ,p N UNIT FCORR UNIT I I COMMUNITY W y N 109 128 108 i i ROOM J : 04 132 Q o 04 0 G . II I I I- - 1 ( 1.f 1 1 1 I if 1 ( I- - I I I I- I I I c I I I I 1 1- I Ii - o l— I-= 11 N o COti W rn EAST - WEST SECTION EAST - WEST SECTION o o Q SCALE: 1/8" = 1'-0" 2 SCALE: 1/8" = 1'-0" � Q LLLL LL 4 2 W > Q w A5.01 A5.01 UY � w RC-27 1 11 11 O z I - - v — c00o I— R 1 RC-1 BIKE UNIT CORR ELEV ROOM UNIT UNIT W d 408 428 03 421 402 404 0 _O z FC-1 Fc-z BIKE FC-1 UNIT CORR ROOM UNIT UNIT 308 1 328 321 302 304 0 - - - - C) F -1 FC-2 BIKE FC-1 BUILDING SECTIONS- UNIT CORR ROOM UNIT UNIT EASTIWEST 208 228 221 202 204 PROJECT NO. 17055 F 3 I FC-1 FC-2 FC-1 C-3 BIKE Fc 1 r X 0 04.29.2019 OPFICE OFFICE CORR RBIKEOOM LOUNGE ROOM UNIT Ln i 130 131 128 121 F1 36 137 103 0 5 REVISIONS:O ~ _ F 1 -, ',- � .. -- d v G Permit Rev. #4 08.05.19 — i IIL Z � II II - II___I I - I I -. II I IIL.- W i 0 - II — I1 II iI- 1 _- II II-IiI Ii1 - 1 Q - -- I 1 Q W < (If � EAST - WEST SECTION 0 3 Zo SCALE: 1/8" = T-0" � U WA5002 0o U GENERAL NOTES: ti5'S DAVC A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) THAT ARE MATERIAL TO THE PERFORMANCE OF THE ^� WORK DESCRIBED BY THE CONTRACT DOCUMENTS t� OR OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. POi O GON B. SEE SHEET G3.01 -G3.04 FOR ASSEMBLY TYPES. 2i$�}�l.:C C. ALL ONE HOUR FIRE RESISTIVE JOIST INTERSECTIONS SOF Qy1VO7 WITH TWO HOUR FIRE BARRIERS (STAIR/SHAFT ENCLOSURES) SHALL BE CONSTRUCTED AS SHOWN IN C 1 DETAIL 5/A8.61. d E III II A D. ALL EXTERIOR VERTICAL FACES OF TRUSSES TO HAVE (1) LAYER 5/8"TYPE 'X'GYPSUM WALL BOARD IN W ORDER TO OBTAIN 1-HOUR FIRE RESISTANCE RATING PER ASSEMBLIES A,B,AND F(SIMILAR), BASED ON GA t FILE NO. WP 3520. M c � o T.O. PARAPET 1 V 48'-6" Lu o I A8.51 T.O. PARAPET 2 T.O. PARAPET 2 T.O. PARAPET 2 2 0 3:46'-0" 46'-0" I 46'-0" V d 3 w 0 Q � m a a B.O. TRUSS B.O. TRUSS B.O. 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SEE 3/A5.11 SEE 3/A5.11 �1 1 w ° FOR TYPICAL tl FOR TYPICAL A Bid Set 04.29.19 CALLOUTS CALLOUTS ' Ti a w i T z G Permit Rev. #4 08.05.19 IE F.F. BASEMENT a µ w U o h LLL w wa i r1 � x .�. [[I I .II I[.[.ai ' sl-,S,-I I h.I �[-:.I C7 0 Z w � Q WALL SECTION AT COMMUNITY ROOM WALL SECTION AT OVERHANG WALL SECTION AT PLANTER x A501 1■ SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z 0 GENERAL NOTES: A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) n �� THAT ARE MATERIAL TO THE PERFORMANCE OF THE A• 2'-5 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2' WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR CLEAR CLR CLR CLR CLR OTHERWISE REQUIRE INTERPRETATION SHALL BE 7 3 PROMPTLY REPORTED TO THE ARCHITECT IN WRITING © Q �.0� ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. 2 A �'$ r�� B. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, /�� Ov UNLESS OTHERWISE NOTED. V 9 2 9 2 Al SIM 2 A 2 A IB C V 12 E \ A6.04 a o Q 7 3 v N Vo U 2 A RC-2 FR_CA W 7 3 g 2 RC-2 RC-1 2 A 2 A c o a� 7 3 9 2 7 5 9 2 7 5 V Lu m 2 A 2 A 2 A 2 A 2 A H L) ?I --- B.O. TRUSS B.O. TRUSS _ rn 7 3 41'_6" 41'_6" = 0 3 2 A V d 3 Q IVA 7 3 9 2 m 7 3 7 5 2 A 2 A H = 2 A 2 A o Q oo ik m PLAN - TYPICAL 2-HR SHAFT PLAN - TYPICAL 2-HR SHAFT F -, FC-2 Z 0 N - L - F.F. FOURTH FLOOR F.F. FOURTH FLOOR SCALE: 1/2 — 1 0 SCALE: 1/2 — 1 0 32 -6" 3z-6° " N W « N � o m 3 N QN O � =3 9 2 7 3 7 5 2 A 2 A 2 A 121A] Z 2'-0 3/4" 0 1/2" 0 1/2" U) CLR CLR CLR FC-1 FC-2 FC-1 FC-2 co Z) F.F. THIRD FLOOR F.F. THIRD FLOOR N O 12 g 2 9 2 g 2 22'-3" 22,-3" A6.04 2 A 2 A 2F '°' N � m A8.61 r5 Z 7 F5 G Q V / 2 A 7 3 9 2 Cry o rr 7 3 7 5 2 A 2 A 7 F3 7 3 SI 2 AMj 2 A Q r Qn O 2 A 2 Al11 V _v LL A6.04 X F7-F5] Y in _ 2 A FC-1 FC-2 F -1 FC-2 W } 0 F.F. SECOND FLOOR F.F. SECOND FLOOR 7 3 o U 12'-0" 12'-0" Y 2 A 7 3 9 2 9 2 ..................... V a (n 2 A 2 A 2 A V M w 1 � A8.61 PLAN - TYPICAL 2-HR SHAFT PLAN - TYPICAL 2-HR SHAFT 2 A z A 7 3 9 uj 0 a o SCALE: 1/2" = 1'-0" 6 SCALE: 1/2" = 1'-0" 2 3 2 A A Or Z r Z) F-1 F-1 F.F. GROUND FLOOR _ 1 F.F. GROUND FLOOR Q A6.04 A6.04 4� R h✓` of eCIvo t' C �o( C CAn t dot CAL CIRCULATION 113/4" 113/4" "kms v 5 LEGEND: SHAFTS I— i L. �._L..1. ..... - WALL ASSEMBLY TYPE PRIMARY COMPONENT 7 3 r7T3] NUTR:E XT. WALL TYPE 2 2-1/2"STUD 2A 2A NUMBER: INT. WALL TYPE 3 3-1/2"STUD PROJECT NO. 2 3 "1 5 5-1/2"STUD 5 7 7-1/4"STUD ww.4 9 9-1/4"STUD 13 5-1/2"AND 7-1/4"STUD X o 04.29.2019 DESIGNATOR C) v 2 A o v% 2 A A 6"CONCRETE Q w REVISIONS:O 7 3 7 5 X # B 8"CONCRETE o r # 04 w G wo C) U 2 A o U 2 A X SEE ASSEMBLY 3 A Bid Set 04.29.19 Z B Add. #1 05.20.19 w $ G Permit Rev. #4 08.05.19 _ 2 a REQUIRED FIRE WALL INSULATION w z 9 2 7 5 9 2 7 5 RESISTANCE RATING NON-INSULATED¢ Z6 2 A 2 A 2 A 2 A - NON-RATED A ACOUSTIC U) o° 1 1 HOUR T THERMAL' LL 2 2 HOUR Q 3 3 HOUR ` FOR THICKNESS = AND R-VALUE, SEE Q ASSEMBLY TYPE ¢ a Z O o HORZONTAL ASSEMBLY TYP. DESIGNATOR 9 PALAN/2--TYPICAL 2-HR SHAFT *SC�PAN2-_TYPICAL 2-HR SHAFT SECTION - TYPICAL 2-HR SHAFT 12 SECTION - TYPICAL 2-HR SHAFT RC- POOR/CEILING o A6004 x # z° o GRID GRID AIPDAte A FIBER CEMENT LAP SIDING FIBER CEMENT LAP SIDING WRB, LAP OVER METAL • WRB LAP OVER METAL D,0 FLASHING AND SEAL FLASHING AND SEAL t 5,;' 2018 CONTINUOUS SEALANT, CONTINUOUS SEALANT, AIR SEAL AIR SEAL 7 OF -411 U STARTER STRIP 14i.11ll i d........M1=1 E LELL:1HE INSECT SCREEN a. 0 24 GA. PREFINISHED METAL SILL SEALER, TYPICAL FOAM GASKET AT SILL ",A FLASHING SET IN BED OF SEALANT STARTER STRIP LU VAPOR BARRIER VAPOR BARRIER ---------------------- cc ;L INSECT SCREEN LEVELl ------- LEVELl 7�. — — — — — — — — — A- 40 MIL SAM, LAPPED OVER 24 GA. PREFINISHED METAL Lu SHEATHING, LAP ONTO STEM WALL cc FLASHING, FL-04 A- Z 24 GA. PREFINISHED METAL 40 MIL SAM LAPPED OVER A SHEATHING, LAP ONTO STEM WALL • z FLASHING, FL-01, OVERBEND TO 0 3: PRESSURE FIT TO STEMWALL 0 0 f 1 +41 4 4. o ' 0 0 1/2" EXPANSION JOINT W/ • O DYNAMIC SEALANT JOINT "T" fY 0, 0 o ' 00' R% ............- ............... ... .................... 4 ............. io ................................ ........ ... ......... . ............ .......... ... 'QOQ,M'C060MZ: 0 00.... ...................... ..... u Q'u %Q U `b 'tRUG:rllfrAL ............. j oc�_ SE�-S _u 8TkLf(5lbRAL ............. o ' 0 c 'n N 0 I ! 11 I II 04 11 — r W 04 J�L-F, uj f 04 Z BASE OF WALL AT CONCRETE BASE OF WALL AT GRADE NOT IN USE U) SCALE: 3" l'-O" SCALE: 3" l'-O" SCALE: 3" V-0" c1r) Z) CN 0 C'4 M Lu GRID GRID GRID O O < 0 VERTICAL T&G SIDING FIBER CEMENT LAP SIDING t7 f 71� Lt-------- WRB, LAP OVER METAL WRB, LAP OVER METAL FLASHING AND SEAL ... ...... FLASHING AND SEAL WRB, LAP OVER METAL LL FLASHING AND SEAL CONTINUOUS SEALANT, CONTINUOUS SEALANT, -7-7- AIR SEAL t -7-7- Lu AIR SEAL CONTINUOUS SEALANT, SILL SEALER, TYPICAL AIR SEAL LLJ HORIZONTAL P.T. LL ....................... FURRING STRIP 24 GA. PREFINISHED METAL U) SILL SEALER, TYPICAL 4i FLASHING, FL-02 V a INSECT SCREEN STARTER STRIP w STARTER STRIP .. ......... INSECT SCREEN T.O. STEM WALL VAPOR BARRIER r •------- Z INSECT SCREEN 00 2'-6- (o 04 -t- t 24 GA. PREFINISHED T.O. CONC BENCH - — - — - — - — - - - W. 4.: FLASHING, FE-01 0. 24 GA. PREFINISHED METAL LEVELI "4 METAL FLASHING, FL-03 V-4" J CONTINUOUS METAL CLEAT 40 MIL SAM LAPPED OVER SHEATHING, LAP ONTO STEM 5Aa'. 40 MIL SAM, LAPPED OVER A, (3) WALL OVER WATERPROOFING z SHEATHING, LAP ONTO STEM /4' :-_�' L '." - i . �_I _ 4 '. - 11 . % WALL DYNAMIC SEALANT JOINT 717. WOOD BENCH ANDt. ............ STEEL SUPPORT, SEE .... .. :. 1 : 11 1 IJ SEALANT PER MFR - A FORM LINER WHERE • TYPICAL --------- ............ L SILL SEALER, TYP o o�_)o c 00 OCCURS, SEE • KERF CUT CONCRETE ELEVATIONS .......... ()'Q EXTERIOR DETAILS- b VAPOR BARRIER SLAB 3/4" TO RECEIVE 24 0 .L6 0 (b 0 .q,- 0 . Lo GA. PREFINISHED METAL LEVELl LEVEL1 -SET A -1,6 66(.�'b FOUNDATION AND BASE Ai .' o SADDLE FLASHING 0 C) 1 00 -- - - — - — - — - — - 7-� IN CONTINUOUS BED OF C 4 0 .1 0 . - 0 . 0 . 7 oz)(.),b Ob i�g No( CONDITIONS A, 00 ----- - - CL SEALANT ?L A. Q 6 ob Q� A 40 MIL SAM, LAPPED cb- c6V ------ A' 00 ------ OVER SHEATHING, LAP b(65b 66�!'b N A 606Q FLUID APPLIED WATERPROOFING PROJECT NO. 0 . 0 ------ GRAFFITI REPELLENT DRAINAGE MAT ONTO STEM WALL A% 'd A 17055 o ' 0 N ...... 4, RIGID INSULATION q 0. COATING A. rl TERMINATION BAR AND q 4- q 4 z 04.29.2019 4 ....... .............. 13 Db SEALANT .......... . ..................... X o A 13L- A A WATERPROOFING -4 C A -6 ub 4- 0 DRAINAGE MAT .. .......... STRUCTURAL z b 4p 0 SI' -Rl4CTUf,�6L 0 . 04.29.19 0 . �b A Bid Set 0�j 0- w B Add. #1 05.20.19 z D W 0 G Permit Rev. #4 08.05.19 STORMWATER PLANTER, .0 bQb A J I I I SEE CIVIL A _Ll 1. 1 'a--' •,•:' 41. • w A 0 ,e, VOlJO • i L-A z A CO 4 A...1 1. 1 < V 0 o U) U- G w sw MDO GON. aQ % P— Y----R U) Z 0 BASE OF WALL AT STEM WALL BASE OF WALL AT ENTRY BENCH BASE OF WALL AT PLANTER < S2 SCALE: 3" = 1'-0" SCALE: 3" = l'-O" �_bj SCALE: 3" = T-0" A811 Og Z 0 PRECAST CONCRETE PANEL dl►� `7:PD d�(e 1/2" DYNAMIC SEALANT JOINT METAL FLASHING OVER •�� 1/2" STRINGER WITH HEMMED FRONT& BACK WOOD STRINGER BEYOND ATTACHMENT ANCHORS PER 25 MIL. SAM, WRAP STRUCTURAL OVER STRUCTURE w METAL FLASHING PRECAST STAIR TREAD +■ e'' - OVER SAM 1 O GUN ;�" 'e. . OF 40 MIL. SAM STRINGER TO BEAM CONNECTION METAL FLASHING OVER SAM CONNECTION PER ': g• a - ',~-a;', - ? PRECAST STAIR / `' ^ , ' ` ., .,•� * • U STRUCTURAL TREAD / °• r- -' Y CONNECTION PER STRUCTURAL PRECAST STAIR / d U TREAD W O / a. C _• CONCRETE FOOTING // 1 W o DECK PANEL JOINT PARALLEL TO JOIST ~ N _ U SCALE: 3" = 1'-0" e ° „• FASTENERS PER c 3 MANUFACTURER = 3 VERTICAL T&G SIDING ' d WOOD STRINGER PER ` STRUCTURAL a - - WRB, LAP OVER METAL FLASHING - - AND SEAL a CONTINUOUS INSULATION CONTINUOUS SEALANT, AIR SEAL v — Z - STRING STR NGE TREAD P ° N - : •• VERTICAL SHIM R T P CONNECTION I R - BOTTOM CONNECTION LACEMENT M N -: 2 / 3 HORIZONTAL P.T. FURRING STRIP �/ SCALE: Y = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" N W - J o r) i.._......i. ...:. -__ INSECT SCREEN 3 w 1: WRB, INSTALL PRIOR TO 9" SAM FLASHING-LAP 24 GA. PREFINISHED METAL METAL COLLAR FLASHING- OVER METAL COLLAR U N FLASHING SET IN BED OF SEALANT o CUT AND FOLD BACK PER FLASHING WINDOW HEAD DETAILS 25 MIL. SAM, LAP OVER FLASHING ° 4 A DRAINAGE MAT A FULL SOLDERED METAL ' l/ r COLLAR FLASHINGQ //�� > ,4° ,. ;4• '" % PROVIDE SHIM FOR LEVEL SURFACE " 40 MIL. SAM, WRAP OVER STRUCTURE co r' 24 GA. PREFINISHED METAL 3 BEADS OF SEALANT ON FLASHING BEAM TOP AND SIDES i W ° d= 40 MIL. SAM / TYP. m SILL SEALERI. Z O LEDGER 4" F' 1/2" DRIP CC / I G .♦ ad' 1 1 , LL •. _ -a 1 V.I.F. We - F LLK �.� ,Lu 0L V ^ N^ �, LL uj TYP. FLASHING PROFILE FLASHING PROFILE STEP 2 STEP 3 Q wU a 5 DECK LEDGER s BEAM TO WALL INTERSECTION o SCALE. 3 — 1 -0 SCALE: NTS Z MAINTAIN MIN. CDC / 2% SLOPE CGC r G O U i EXTERIOR DETAILS- DECK Ty i BEAD OF @ CONTINUOUS DRAIN MAT CONTINUOUS PROJECT NO. SEALANT ` �tija METAL FLASHING METAL FLASHING BEHIND * FAry r; INSTALL SAM, LAP SET IN BED OF 17055 FLASHING OVER FLASHING SEALANT 3 MAINTAIN MIN. 4" \' X o 04.29.2019 / 2%SLOPE ; r PROVIDE SHIMS = a FOR LEVEL w REVISIONS:O SURFACE W D METAL SADDLE FLASHING-24 GA THREE (3) BEADS A Bid Set 04.29.19 ® FLASHING (SHED, ® OF SEALANT AT • CLINCH-LOCKAND FLASHING LAP • ; Z B Add. it 05.20.19 PREFINSEAL e . W $ G Permit Rev. #4 08.05.19 0 _ w A. SEE STRUCTURAL FOR ALL SIZING AND ATTACHMENT REQUIREMENTS FOR STRUCTURAL TIMBERS AND Q e SCREW WITH ® ® PRECAST PRECAST DECK PANELS. U o E NEOPRENE CONCRETE PANEL ° • u w s, ® WASHER • ° ® • • ® ' • ® DECKING • ® B. INSTALL WRB SYSTEM IN CONFORMANCE WITH MANUFACTURER INSTRUCTIONS. INTEGRATE WRB Q PROPERLY WITH ALL COMPONENTS SHOWN. = w t Z:� PRECAST PANEL Q JOINT C. PRIOR TO INSTALLING SAM FLASHING,APPLY PRIMER TO ALL SUBSTRATES TO ENSURE ADHESION w D. INSTALL SAM FLASHING WITH LAMINATE ROLLER. VERIFY ADHESION TO SUBSTRATES & ELIMINATE ALL AIR STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 POCKETS, FISHMOUTHS, ETC. Z o �'V INTERSECTION AT DECK W A8042 1'-0" zz $ fy SEE FLOOR PLAN FOR WALL TYPE SEE FLOOR PLAN FOR WALL TYPE SEE FLOOR PLAN FOR WALL TYPE SEE FLOOR PLAN FOR WALL TYPE 4� TYPICAL 1-HOUR FLOOR WALL BASE PER SCHEDULE ASSEMBLY-SEE WALL SECTIONS FOR FLOOR/CEILING TYPE • SHEER PANEL WHERE OCCURS, �' �� SEE STRUCTURAL SHEER PANEL WHERE OCCURS, �1 rrO CORRIDOR SEE STRUCTURAL WALL BASE PER SCHEDULE v OF17777 TYPICAL 1-HOUR FLOOR �_ "- - 477777 ASSEMBLY-SEE HORIZONTAL ASSEMBLIES a o U W I I � WEB STIFFENERS PER � a { 4 STRUCTURAL U d Lu N N r U BLOCKING PER STRUCTURAL = 0 3 BLOCKING PER STRUCTURAL V w 3 o it v RATED CONSTRUCTION EXTENDS TO UNDERSIDE OF BLOCKING RATED CONSTRUCTION EXTENDS TO UNDERSIDE OF ~ o SHAFT CORRIDOR EXTERIOR ;--- UNIT INTERIOR INTERIOR BLOCKING a a o m Z FLOOR AT SHAFT WALL 2 DEMISING WALL TO EXTERIOR WALL s 1 HOUR WALL AT INTERSECTIONS 4 INTERIOR BEARING WALL ° ; N ,p N SCALE: 1 1/2" = 1'-0" SECTION SCALE: 1 1/2" = 1'-0" PIAN SCALE: 1 1/2" = 1'-0" PLAN SCALE: 1 1/2" = 1'-0" SECTION J o v 3 N N Q o M SEE FLOOR PLAN FOR WALL TYPE SEE FLOOR PLAN FOR WALL TYPE V m n SEE FLOOR PLAN FOR WALL TYPE r SEE FLOOR PLAN FOR WALL TYPE SHEAR PANEL WHERE OCCURS, SHEAR PANEL WHERE OCCURS, SEE STRUCTURAL SEE STRUCTURAL WALL BASE PER SCHEDULE WALL BASE PER SCHEDULE Z WALL BASE PER SCHEDULE WALL BASE PER SCHEDULE 05. TYPICAL 1-HOUR FLOOR TYPICAL 1-HOUR FLOOR UNIT ASSEMBLY-SEE WALL SECTIONS ASSEMBLY-SEE WALL SECTIONS (7 UNIT FOR FLOOR/CEILING TYPE FOR FLOOR/CEILING TYPE CSI Q , CV TYPICAL 1-HOUR FLOOR - J TYPICAL 1-HOUR FLOOR I..... ASSEMBLY-SEE HORIZONTAL N ASSEMBLY-SEE HORIZONTAL ASSEMBLIES Z m ASSEMBLIES WEB STIFFENERS PER 0 O Q STRUCTURAL C Q Q FIREBLOCK NG SEE STRUCTURAL FOR SIZING & FASTENINGU V O - LL W ------------------ Lu 0 BLOCKING PER STRUCTURAL BLOCKING PER STRUCTURAL FIREBLOCKING PER STRUCTURALLL GYPSUM BOARD RATED CONSTRUCTION EXTENDS V RATED CONSTRUCTION EXTENDS TO UNDERSIDE OF BLOCKING SOFFIT OVER RATED CONSTRUCTION EXTENDS CONT SEALANT BEAD a TO UNDERSIDE OF BLOCKING LIGHT GAUGE Y METAL FRAMING, TO UNDERSIDE OF BLOCKING RATED CONSTRUCTION EXTENDS V = w 1 WHERE OCCURS TO UNDERSIDE OF BLOCKING O Z EXTERIOR INTERIOR PLYWOOD SHEATHING PER SHAFT UNIT CORRIDOR UNIT STRUCTURAL UNIT UNIT 0 � W (J) a 5 FLOOR AT SHAFT WALL s FLOOR AT EXTERIOR WALL 7 1 -HR UNIT SEPARATION CORRIDOR $ 1H DEMISING/SHEAR WALL c SCALE. 1 1/2 — 1 -0 SECTION SCALE. 1 1/2 — 1 -0 SECTION SCALE. 1 1/2 1 0 SECTION SCALE: 1 1/2" = 1'-0" SECTION Z G 0 U TYPICAL 2-HOU R SHAFT WALL ASSEMBLY-SEE VERTICAL INTERIOR DETAILS-GENERAL ASSEMBLIES DETAILS WALL BASE PER SCHEDULE WALL BASE PER PROJECT NO. SCHEDULE 17055 r o 04.29.2019 N Q W REVISIONS:O SHAFT UNIT COORIDOR UNIT � # �- ff °x B Add. #1 05.20.19 G Permit Rev. #4 08.05.19 SLAB, SEE STRUCTURAL DWGS w o r G 1 . 11, W 3 gi J O a d Q VAPOR RETARDER w, z 0 VAPOR RETARDER SLAB, SEE STRUCTURAL DWGS � A8061 BASE OF SHAFT WALL - SLAB 10 DEMISING WALL AT SLAB NOT IN USE NOT IN USE w � SCALE: 1 1/2" = 1'-0" SECTION SCALE: 1 1/2" = T-0" SECTION SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" DOOR COMMON DOOR SCHEDULE -FRAME DETAILS DOOR GENERAL NOTES: S, 11 DOOR SIZE A. INTERIOR STAIRWAY EGRESS DOOR OPERABLE FROM �� r� NUMBER ROOM NAME TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL FIRE RATING COMMENTS BOTH SIDES W THOUT USE OF KEY, SPECIALjN n KNOWLEDGE OR EFFORT, EXCEPT AT EXTERIOR SIDE OF �7 t' BASEMENT DISCHARGE 001 EL RICA 4" 7'-0" 0'- 1 3/4" NS PT PT 2/A8 4 8.34 5/AN4 B. COORDINATE SECURITY AND FOB ACCESS • ' D, 0 GON 0 W /FI ISE A 3'- 7'- 0'- 1 I H 8.34 10/A 4 / 8.34 REQUIREMENTS WITH LOW VOLTAGE 02A STAIR A 3'-0" 7'-0" 0'- 1 3/4" INS PT HM PT 21A8.34 10/A8.34 5/A8.34 ACCESS CONTROL G VO W TA 7' 0' /4" PT T A8 1 34 !A8 Op O C. PROVIDE(2) DOOR VIEWERS AT ACCESSIBLE UNIT ENTRY 1' DOORS AS FOLLOWS: (1)AT STANDARD HEIGHT, (1)AT GROUND FLOOR WHEELCHAIR ACCESSIBLE HEIGHT 01A STAIR D 3'-0" 7'-0" 0'- 13/4" HM PT HM PT 3/A8.63 3/A6.83 - 90 MIN ACCESS CONTROL V 02B STAIR D 3'-0" 7'-0" 0'- 1 3/4" HM PT HM PT 3/A8.63 3/A6.83 - 90 MIN ACCESS CONTROL D. DOORS, HANDLES, PULLS, LATCHES, LOCKS AND OTHER E 03A ELEV A 3'-6" 7'-0" 0'- 1 3/4" HM PT HM PT 7/A8.82 - 20 MIN 180 DEGREE DOOR, MAGNETIC HOLDOPEN, SINGLE RABBIT OPERATING DEVICES SHALL BE INSTALLED 34 INCHES d 0 DOOR FRAME, PROVIDE'S' LABEL ON DOOR MINIMUM AND 48 INCHES MAXIMUM ABOVE FINISH 0 121 BIKE ROOM A T-0" 7'-0" 0'- 13/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN ACCESS CONTROL FLOOR. W 122 JANITOR A T-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN w c0 123 LAUNDRY B 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN ACCESS CONTROL E. PROVIDE SAFETY GLAZING(S)AT LOCATIONS REQUIRED 124 STOR A 3'-0" 7'-0" 0'- 13/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN AS FOLLOWS: 1.GLAZING LOCATED ADJACENT TO A 0 DOOR IN A CLOSED POSITION AND WHERE BOTTOM 125 TRASH A 3'-0" 7'-0' 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN EDGE OF GLAZING IS LESS THAN 60 INCHES ABOVE THE V n d 126 CORR C 3'-0" 7'-0' 0'-1 3/4" AL FF AL MFR MFR MFR 11/A8.34 ACCESS CONTROL WALKING SURFACE. 2. GLAZING ADJACENT TO W m 127 CORR D 3'-0" 7'-0" 0'- 13/4" INS PT HM PT 1/A8.34 9/A8.34 5/A8.34 ACCESS CONTROL STAIRWAYS, LANDINGS AND RAMPS WITHIN36INCHES 0 HORIZONTAL OF WALKING SURFACE WHERE THE 129 LOBBY C 3'-0" 7'-0" 01- 13/4" AL FF AL MFR MFR MFR 11/A8.34 ACCESS CONTROL 0 3 EXPOSED SURFACE AT THE GLASS IS LESS THAN 60" 130A OFFICE C 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN INTERNAL BLINDS ABOVE THE PLANE OF THE WALKING SURFACE. V ; 130B OFFICE F 4'-0" T-0" 0'- 1 3/8" SC ST KD FF 1/A8.63 1/A8.63 1/A8.63 130C OFFICE C 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 INTERNAL BLINDS F. DIMENSIONS SHOWN ARE TO EXPOSED EDGE OF DOOR 131A OFFICE C 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN INTERNAL BLINDSFRAME. COORDINATE ROUGH OPENING SIZE WITH Q m 131B OFFICE F 4'-0" T-0" 0'- 1 3/8" SC ST KD FF 11A8.63 1/A8.63 1/A8.63 DETAILS AND DOOR MANUFACTURER'S REQUIREMENTS. 132A COMMUNITY ROOM E 6'-0" 7'-0" 0'- 1 3/4" Sc ST KD FF 71A8.63 7/A8.63 20 MIN ACCESS CONTROL, INTERNAL BLINDS COORDINATE JAMB WIDTHS WITH FINISH LAYERS a 132B CLOSET F 5'-0" 7'-0" 0'- 11/2" Sc ST KD FF 1/A8.63 1/A8.63 1/A8.63 REQUIRED PER WALL ASSEMBLY FINISHES 133 WC A 3'-0" 7'-0" 0'- 13/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN Q o 134 WC A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7lA8.63 7/A8.63 - 20 MIN 2 135 CLOSET A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 Z 136 LOUNGE C 3'-0" 7'-0" 0'- 1 3/4" AL FF AL MFR MFR MFR 12/A8.34 0 N 137 BIKE ROOM A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN ACCESS CONTROL ' p N W .. N SECOND FLOORJ o r� 01B STAIR D 3'-0" 7'-0" 0'- 13/4" HM PT HM PT 3/A8.63 3/A6.83 - 90 MIN a 3 N 02C STAIR D 3'-0" 7'-0" 0'- 1 3/4" HM PT HM PT 3/A8.63 3/A6.83 - 90 MIN Q H 03B ELEV A 3'-6" 7'-0" 0'- 1 3/4" HM PT HM PT 7/A8.82 - 20 MIN 180 DEGREE DOOR, MAGNETIC HOLDOPEN, SINGLE RABBIT DOOR FRAME, PROVIDES' LABEL ON DOOR V 221 BIKE ROOM A 3'-0" 7'-0" 0'- 13/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN 222 JANITOR A 3'-0" 7'-0" 0'- 13/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN 223 LAUNDRY B 3'-0" T-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN V 224 STOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN z 225 STOR A T-9- T-0' 0'-1 3/4" SC ST KD FF 71A8.63 7/A8.63 20 MIN THIRD FLOORD 01C STAIR D 3'-0" 7'-0" 0'- 13/4" HM PT HM PT 3/A8.63 3/A6.83 - 90 MIN N O 02D STAIR D 3'-0" 7'-0" 0'- 13/4" HM PT HM PT 3/A8.63 3/A6.83 - 90 MIN CV 03C ELEV A 3'-6" 7'-0" 0'- 1 3/4" HM PT HM PT 71A8.82 - 20 MIN 180 DEGREE DOOR, MAGNETIC HOLDOPEN, SINGLE RABBIT w DOOR FRAME, PROVIDES' LABEL ON DOOR O) J 321 BIKE ROOM A 3'-0" 7'-0" 0'- 13/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN CID 322 JANITOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN 323 LAUNDRY B 3'-0" 7'-0" 0'- 13/4" SC ST KD FF 7/A8.63 71.63 - 20 MIN o Q Q 324 STOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST KID FF 7/A8.63 7/A8.63 20 MIN G 325 STOR A 3'-0" T-0" 1 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN 0� O O a�rre� FOURTH FLOOR rLL 01D STAIR D 3'-0" 7'-0" 0'- 13/4" HM PT HM PT 3/A8.63 3/A6.83 90 MIN V V a Q 02E STAIR D 3'-0" 7'-0" 0'- 1 3/4" HM PT HM PT 3/A8.63 3/A6.83 90 MIN Y ~ L 03D ELEV A 3'-6" 7'-0" 0'- 1 3/4" HM PT HM PT 7/A8.82 20 MIN 180 DEGREE DOOR, MAGNETIC HOLDOPEN, SINGLE RABBIT W } O DOOR FRAME, PROVIDE'S' LABEL ON DOOR W 421 BIKE ROOM A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN (L 422 JANITOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN V Y 423 LAUNDRY B 31.01' 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN Y a 424 EQUIP. ROOM A 3'_w 0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN Vw 425 STOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 20 MIN z 000 UNIT DOOR SCHEDULE C } DOOR FRAME DETAILS cy) SIZE C:) z DOOR NAME ROOM NAME TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL FIRE RATING COMMENTS z UA1 ENTRY A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 min ADD VIEWING EYELET C UB1 BEDROOM A 3'-0" 6'-8" 0'- 13/8" HC PT WD PT 2/A8.63 2/A8.63 - CCC UB2 BEDROOM A 2'- 10" 6'-8" 0'- 1 3/8" HC PT WD PT 2/A8.63 2/A8.63 - G UC1 BATHROOM A 3'-0" 61-8" 0'- 1 3/8" Sc PTWD PT 2tA8.63 2/A8.63 - O UD'I CLOSET A 2'- 10" 6'-8" 0'- 1 3/8" HC PT WD PT 2/A8.63 2/A8.63 U DOOR SCHEDULE ABBREVIATIONS: AL ALUMINUM STOREFRONT PROJECT NO. FF FACTORY FINISH 17055 FG FIBER GLASS 5., G GLASS _2N9 le HC HOLLOW CORE X 04.29.2019 HM HOLLOW METAL n G INSULATED GLAZING / \ INS INSULATED oW REVISIONS:A# MC MOLDED COMPOSITE w MFR BY MANUFACTURER z 0 MTL METAL of A Bid Set 04.29.19 PT PAINT S- ~ (S) SAFETY GLAZING Z 0 B Add. #1 05.20.19 Sc SOLID CORE w 8 G Permit Rev #4 08.05.19 \ / ST STAIN/PREFINISHED CLEAR `(S) ` S (S VN VINYL w o FINISH FLOOR WD WOOD U S LL ¢ A B C D E F DOOR TYPES Q Wa Q � Z � Zw o 'M A9001 wS2 Og Z 0 SEISMIC ROD 8 BIDDER DESIGN TENSION ROD HOLDOWN SYSTEM RUN TABLE LOADS SHOWN ARE IN KIPS pUCTURq� HOEDOWN TAKE PLATEv ED PROf UP DEVICE & MK 'D' a 8 8 �E� FSJj WASHER A m m STUDS PER STUD s PLATE RUN # OR R1 OR R2 OR R3 oa Ra OR R5 oa R6 OR R7 84 , �V\S �yGINEE? O9r ROD SUPPLIER R1, R3, RS /4'x3Y"x3Yz" 19" MK WASHER R1 R2 Rs Ra Rs Rs R7 o N � 19,089 WALL R4 Y"x2Yz"x2YZ' 14" R6 1"x3 Yz"x3 Yz" T T C T T C T T C T T C T T C T T C T T C q v TENSION/COMPRESSION o ,� COMPRESSION (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) °g 9 STUDS PER 4TH --- - ---- 0.9 0.7 1.2 --- --- --- 0.3 0.3 0.9 0.9 1.1 1.4 2.0 1.6 1.8 2.3 2.5 2.1 OREGON o HOEDOWN I THREADED ROD PER COMPRESSION STUDS G o THREADED ROD PER C 20 PER HOLDOWN MANUF. 3RD -- - -- 5.7 4.0 4.9 6.0 4.2 5.0 3.7 1.6 3.7 6.7 4.7 5.4 9.5 6.7 7.3 13.9 9.8 10.5 /� 0,14 r 1 t, a DBL. TOP PL I I MANUF. I I HOEDOWN MANUF. I I HOEDOWN MANUF. - - /i �jy� MERR��\e THREADED ROD, COUPLER PER THREADED ROD, COUPLER PER 2ND 12.1 8.5 9.6 12.6 8.9 9.8 8.3 5.9 7.3 13.6 9.6 10.6 19.4 13.6 14.5 27.9 19.6 20.7 (�+y W MATCH SIZE & STRENGTH 0-4 HOEDOWN MANUF. MATCH SIZE &STRENGTH HOEDOWN MANUF. 1ST 20.2 14.5 21.5 -- -- -- 21.0 14.8 16.0 14.4 10.3 11.9 18.6 15.9 16.7 31.7 22.2 23.3 45.9 32.2 33.8 In, EXPIRES: 12-31-20 11 HEADER & OF SEISMIC ROD FOUNDATION OF SEISMIC ROD FOUNDATION Q! 0 PROVIDE TRIMMER PER PLAN PER PLAN RUN TYPE C D B A A A A IIF EDGE NAILING TO STUDS NOTE: SL qVE11 ° a. ; - - < ° ° - 1/S1.o1 -6/S1.01 1151.01 -6/51.01 v51.o1 -s/S1.01 1/S1.o1 -6151.01 1/S1.a1 -61S1.01 11S1.o1 -6/S1.01 VS1.01 -6/S1.01 m • 'n E EACH STUD PER 11 a a°, DIG DOWN AROUND a ° ° ° ° < ANCHORAGE DETAILS H o 0 0 ROD SUPPLIER TENSION RODS AS , ° ` 2" ° Q ° U.O.N. U.O.N. U.O.N. U.O.N. U.O.N. U.O.N. U.O.N. u a O NEEDED TO ACHIEVE e ° ° ° CLR. a TOTAL SYSTEM VERT. 0 2" 0.2" 0.2" 0.2" 0.2" 0.2" 0.2"KING STUDS CAN BE D ° CLEARANCE AND 1 -7 ° DISPLACEMENT LIMIT 0. USED AS A PORTION OF EMBEDMENT. °a ° TOP OF 2, 6„ t LEVEL + 41 IV THE REQUIRED HOEDOWN ° 1 a ° °° PLATE „ NOTES: ROOF C p COMPRESSION STUDS. ° TOP OF PL. 1 a ° ° ° 1) THE RUN TYPES SHOWN ARE FOR 6) 1� =SYSTEM TIED OFF AT FLOORSPL. WAS3" PL. WASHER PER (2)#4 GRAPHIC REPRESENTATION ONLY, LEVEL W/SHRINKAGESCCLR. SCH. ABOVE a 3" HOOKED REFER TO SUPPLIER FOR ACTUAL COMPENSATING DEVICE. T.O. FOUND OR TOP NOTE: WITWITH HEAVY 3" CLR. BARS X 8" 8" SYSTEM COMPONENTS. 7)WHERE A RUN IS ADJACENT TO AN 1 LEVEL W 0 OF STEEL BEAM CONTRACTOR TO VERIFY THE HEX NUT AT TOP HEX NUT AT TOP EACH WAY AMOUNT OF JAMB STUDS REQUIRED 12" MIN. 12" MIN. CLR. 1'-6" MIN. 1'-6" MIN. 2 THE SUPPLIER MUST DESIGN OPENING WITH SPECIFIED TRIMMERS r. I 4TH 3 ANCHORAGE PER AND BOTTOM. AND BOTTOM. (5"O/C) ) AND KING STUDS IT IS ACCEPTABLE AND HOEDOWN STUDS REQUIRED (4 TOTAL VERTICAL ELEMENTS OF SYSTEM = 0 3 DETAIL 2/51.01 -5/S1.01 SEE WOOD HEADER DETAILS & / n 1 THICKEN SLAB ANCHORAGE / 0 1 THICKEN SLAB ANCHORAGE W TH STIRRUPS TO USE THE NOTED KING STUDS AS HOEDOWN DETAILS/SUBMITTALS. PER FOR COMPRESSION &TENSION. A PORTION OF THE COMPRESSION (� o ; TENSION 3) USE DOUG-FIR SPECIES FOR ALL STUDS REQUIRED BY THE HOLDOWN I I I 1 TYP. HOLDOWN ALIGNMENT 2 TYP. CONCRETE SLAB HOLDOWN ANCHORAGE - FIELD ROD) POSTS. SYSTEM DRAWINGS. 3RD LEVEL t o0 S1.01 18023-01 F. ft SCALE: 3/4" = 1'-0" S1.01 18023-02 SCALE: 3/4" = V-0" 4)ALL FASTENERS AND ACCESSORIES 8) THE TOTAL VERTICAL DISPLACEMENT, a SEISMIC ROD BY ill, MIN. IN CONTACT WITH PRESSURE TREATED WHICH WOULD INCLUDE STEEL ROD m LUMBER MUST BE HOT-DIPPED ELONGATION, BEARING PLATE WOOD HOLDOWN MFG, CRUSHING, AND THE SHRINKAGE I I LEVEL < 0 GALVANIZED. COMPENSATING DEVICE SEATING& 2ND = Q COUPLER TO MATCH HOLDOWN STUDS& PANEL/ DEFLECTION, SHALL BE LESS THAN o S R N T O O STUD NAILING BY ROD MFG. 5) HOLDOWN SUPPLIER SHALL VALUES LISTED FOR EACH STORY USING PROVIDE A DEFERRED SUBMITTAL ASD FORCES. CALCULATIONS SHOWING L a SLAB DOWELS PER 9/S3.01 THREADED ROD, MATCH SIZE AS OUTLINED BY GENERAL NOTES C � &STRENGTH OF SEISMIC ROD THIS DISPLACEMENT MUST BE INCLUDED F o a ON SHEET S1.00 IN THE DEFERRED SUBMITTAL. ELONG. IN n (5)#4 x 2'-6" DOWELS AT LEVEL W 4" O/C CENTERED ON 2„ SILL PLATE PER SHEAR WALL SCHED. TABLE = TOTAL VERTICAL 1ST J 3 tO TENSION ROD. DRILL AND CLR. EMBED. PER 2/S1.01 ® DISPLACEMENT LIMIT. A B C D RUN TYPES 09 N EMBED. 5" INTO STEM ` o m WALL WITH EPDXY PER ° AT RUN -RUN TABLE - 18023 V c') o THE GENERAL NOTES. ° o e _ 'R1 'R3', SHEARWALL SCHEDULE (2)#4 HOOKED BARS U R4', 'RS': 1"x3 Y2'XO'-3 Y" PL. EACH WAY(5" O/C) MATCH Abutting (8)(9) Sill WASHER & DOUBLE � (4 TOTAL PER TENSION w BOTTOM OF Plate SHEAR WALL TAG INFO: CONNECTION DETAILS HEAVY NUT AT BOT. a (2) Panel Edge Plate Washer CONNECTORS (SEE NOTES& DETAILS @SCHED) ROD AT RUN AND FOUNDATION. 9 Y Studs/Blck'g. Found. at Base Level a(3>,(8),(10) b (a) s) ) p) 3) SHEARWALL TYPE ° ° ) a MK Sheathin La ers @ c d e f 8d COMMON ° FOR SHEATHING, v ° a LL A 15/32" ONE 2x 2x 1/4"x3"x3" 6" O/c 4'-0" o/c NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D FASTENERS, & ROOF SHT'G. AT 4"O/C Z a 4 'E 3" CER.° ° X CONNECTORS EDGE NAILING ° A3'-0" MIN B 15/32" ONE 2x 2x 1/4"x3"x3" 6" o/c 4'-0" o/c 2'-0" o/c 1'-6" o/c 2'-0" o/c 2'-0" o/c * a (� EQ. _- ° e RUN/HOLDOWN/ M C 15/32" ONE 2x 2x 1/4"x3"x3" 4" o/c 2'-8" o/c V-4" o/c V-0" o/c V-4" o/c 1'-4" o/c STRAP AT EACH DRAG TRUSS N #4 x 2'-0" DOWEL AT EACH FT'G. 2 0 END OF SHEAR WALL OR TRUSS N O 2'-0" #4 x2'-0" D 15/32" ONE 3x 2x 1/4"x3"x3" 3" o/c 1'-4" o/c 1'-0" o/c 0'-10" o/c V-0" o/c 1'-0" o/c BAR W/5" EPDXY EMBED. BLOCKING I� Z @ FTG. BARS PER PLAN 0` LU E 15/32" ONE 3x 3x 1/4"x3"x3" 2" o/c 1'-4" o/c 0'-10" o/c 0'-6" o/c 0'-10" o/c 0'-10" o/c MK STRAPPING H DESIGNATION TAG 0.131"x 3 a 3 INTERIOR ROD ANCHORAGE NEAR PERIMETER � Z 0 m F 15/32" TWO 3x 3x 1/4"x3"x41/2" 4" o/c 1'-4" o/c 0'-8" o/c 0'-6" o/c 0'-8" o/c 0'-8" o/c FOUND ON � TOE NAIL O O S1.01 18023-03 SCALE: 3!4"= 1'-0" DRAWINGS a AT 8" O/C 5 Q G 15/32" TWO 3x 3x 1/4"x3"x41/2" 3" o/c 0'-8" o/c 0'-6" o/c 0'-5" o/c 0'-6" o/c 0'-6" o/c a ` w MK RUNMOLDOWN SEISMIC ROD BY H 15/32" TWO 3x 3x 1/4"x3"x4 1/2" 2" o/c 0'-8" o/c 0'-5" o/c 0'-4" o/c 0'-5" o/c 0'-5" o/c AT SPLICE STITCH Q O DESIGNATION TOP PL.'S TOGETHER HOEDOWN MFG. TAG FOUND ON ,,^^ COUPLER TO MATCH NOTES DRAWINGS W/0.131"0x3)/4" NAILS O V LL W STRENGTH OF ROD 1) UNLESS NOTED OTHERWISE EXTERIOR WALLS SHALL BE TYPE 'A' SHEAR WALLS. PER 8/S4.01 V Q U HOEDOWN STUDS & PANEL/ ROOF COND.A Z 10" STUD NAILING BY ROD MFG. 2) ALL STRUCTURAL WALL SHEATHING SHALL BE PLYWOOD (STRUCT 1). IN WET WEATHER CONSTRUCTION TURN ROOF COND. B Y } � AS SHEATHING PANELS 90 DEGREES TO WALL STUDS TO MINIMIZE PANEL WARPING. Uj W O Q REQ'D THREADED ROD, MATCH SIZE 3) CONNECTOR'a' - WALL SHEATHING EDGE NAILING SHALL BE 0.148" DIA.x 2 1/2" NAILS. DO NOT PENETRATE THE 99 LL &STRENGTH AS SEISMIC ROD SURFACE OF THE SHEATHING WITH THE HEAD OF THE FASTENER. UNLESS OTHERWISE NOTED PROVIDE NAILING AT (2)#5 DOWELS x 10" 0.131"0 a 0.131"0 0.131"0 � EACH SIDE AT HOLDOWN SILL PLATE PER 1'-0" O/C WITHIN FIELD OF PANEL INTO INTERMEDIATE WALL STUDS. x3 1/4" @ 6" a(for wall x3 1/4" @ 6" x3 1/4" @ 6" V w O ANCHOR BOLTS SHEARWALL SCHED. 4) CONNECTOR'b' - HOT DIPPED GALVANIZED 5/8" DIA.ALL THREAD ROD. PRESET ANCHOR BOLTS AND SECURE TO above) a (for wall a Y = W LL CONCRETE FORMWORK PRIOR TO CONCRETE POUR. PROVIDE HOT DIPPED GALVANIZED PLATE WASHERS PER THE above) V H Z Z 2" CLR. ° SCHEDULE AT ALL SHEARWALL ANCHOR BOLTS. LOCATE ANCHOR BOLTS TO ENSURE PLATE WASHER EDGE IS A CONT. LSL 00 O MAXIMUM OF 1/2" AWAY FROM THE BOTTOM PLATE EDGE THAT STRUCTURAL SHEATHING IS DIRECTLY APPLIED TO. RIM JOIST c(for wall s 3" ° " 3" ° A 3/4" x 1 3/4" DIAGONAL SLOTTED HOLE IS ALLOWED IN THE PLATE WASHER. INSTALL A STANDARD CUT WASHER CONT. LSL above) Q V Z a ° MAX. MAX. ° V6 BETWEEN PLATE WASHER AND NUT IF HOLE IS SLOTTED. 0.1310 X31/4" a ° MIN. RIM JOIST TOE NAIL @ W EMBED. 5) CONNECTOR c' - SIMPSON 'A35' CONNECTOR 8"O/C a c(for wall W N r 6) CONNECTOR-d- - 1/4" DIA. x 5" SIM PSON 'SDS' SCREWS AT BOTTOM PLATE IN ADDITION TO NAILING. below) O H a ° a RUN SHEATHING 0 Z ° ° ° 7) CONNECTOR'e' - SIMPSON 'LTP4' CONNECTOR BETWEEN BOTTOM PLATE AND RIM. RUN SHEATHING HIGH AND LAP a 8) WHERE WALLS ARE SPECIFIED TO HAVE 3x PANEL EDGE STUDS/BLKG, PLYWOOD JOINT AND SILL PLATE NAILING O D a HIGH AND LAP TO TO BEAM. Z ° �; ® a e 1 -5" MIN. SHALL BE STAGGERED IN ALL CASES. RIM JOIST. (NO JOINT AT r wQ ° ' ° AT RET. 9) AT VERTICAL ABUTTING PANEL EDGES DBL. 2x WALL STUDS STITCHED TOGETHER AS NOTED BELOW CAN BE AN (NO JOINT AT TOP PLATE) r Z p a a ,- - ° WALL ° ALTERNATE TO THE SPECIFIED 3x STUD. BLOCKING ALONG ABUTTING EDGES MUST BE 3x AS SPECIFIED IN THE WALL COND. A WALL COND. B WALL COND. C < TOP PLATE) SEISMIC ROD BY SCHEDULE. THIS ALTERNATE IS NOT ALLOWED AT WALL TYPES 'F', 'G' AND 'H' O `O i0 ° ° tZ-6' ° HOEDOWN MFG. HOEDOWN STUDS & F CAN'T LAP SHEATHING PROVIDE U HOLDOWN S NAILING 10) ALL CONNECTORS, BOLTS AND WASHERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED PLATE NAILING: CONNECTOR 'd' PER THE SCHEDULE 3"CLR. MIN. ° GALVANIZED. FT'G. PER PLAN COUPLER TO MATCH BY ROD MFG. 0.131"x 3 a NAILS AT FOR THE WALL BELOW, TYP. 1"x3 Yz'"x0'-3Y" PL. THICKEN AT STRENGTH OF ROD 11) WHEN TWO LAYERS OF SHEATHING ARE SPECIFIED APPLY(1) LAVER ON EACH SIDE. 6" INTO RIM AND(1) MIN. THREADED ROD, AT EACH JOIST FLANGE a SHEATHING WASHER AND DOUBLE HOEDOWN AS 10" MATCH SIZE & 12) UNLESS NOTE OTHERWISE, GYPSUM BOARD CONNECTORS TO BE 6d &8d COOLER NAILS OR#6x1 1/4" SCREWS AT NAILING HEAVY NUT AT BOT. SHOWN AS 5/8" MATERIAL. (2) ROWS 0.131"0 SHEAR WALL DETAILS STRENGTH AS REQ'D SEISMIC ROD 13) CONNECTOR T - SIMPSON 'LTP4' CONNECTOR BETWEEN TOP PLATES AND RIM. TYP. HOLDOWN ANCHORAGE AT STEM (4)#5 DOWELS x10" 0.131"x2 2 0.131'0 x31/4" @6" AND SCHEDULES N SILL PLATE PER AT 6" O/C, x3 1/4" @ 6" a 4 WALL FOR RUNS 'R1 ', 'R31, 'R4', & 'R5' EACH SIDEANCHOR LBOLTS LATI SHEARWALL WALL SCHED. STAGGERED S1.01 18023-04 SCALE: 3/4" = 1'-0" c-(for LSL RIM JOIST a TMR PRO1 NO. wall above) a NAILER PER 18023 °° 1/S3.01- II FLOOR CLR. ° RUN SHEATHING Nailer 4/S3.0. SHT'G ° a a ° BLOCK ALL HIGH AND LAP TO per NAILS 09.30.2019 HOEDOWN STUDS PER ° 6' PROVIDE SCHEDULED b TENSION ROD z Q 2'4" UNSUPPORTED EDGES RIM JOIST. 4/S3.02 PER o HOEDOWN SUPPLIER NAILING TO TOP PLATE PER HOLDOWN ° MIN. _ __ _ _ (NO JOINT AT Or PLAN m ° ° 3 3, EMBED. =- -�-� -� 7 TOP PLATE) 9/S4.02 SUPPLIER. ROD w < °a MAX. MAX. PROVIDE SCHEDULED 4" MIN. WELDED TO PL. - a_ °° SHEATHING II II II II NAILING TO EA. STUD WALL COND. D-CORRIDOR 5 MUST BE a. PANELS PER - WALL COND. E-STEEL BEAM WALL COND. F-RET. WALL ° DISCONTINUE FLANGE PL. WELDABLE a ° ° ° SCHEDULE 3/8 AT HOLDOWN LOCATIONS MATERIAL. d ° 3 QS PR-03 DBL STUD 1 1„ 1„ 11.04.2019 BOTTOM PL. AND COUPLER NUT ° INTERIM. w 2 2 2 0 COULD BE a ° STUDS WITH II J ALTERNATE MAX. MAX. MAX. 1'-5" MIN. II II II II I II FASTENERS PER SCHED. PER HOEDOWN Z ° 1 0 NAILS at 7 WHERE 3x Q a p PLATE WASHER PLATE WASHER SUPPLIER Q J ° ° II w IS REQUIRED z a ° ° a AT RET. PER SCHEDULE PER SCHEDULE o z ° 12"o/c,TYP. � _ WOOD o WALL u a' a' NAILER J a ° II 11 11 STUD OR a ^ W/0 148"0x3' o w O_ ° a ; ° f SILL PLATE THICKNESS SILL PL THICKNESS w 1'-4" MIN. BLOCKING TO MATCH FOUNDATION FOUNDATION Y"x4"x0'-8"STEEL PL a PANEL SEE 14/54.01 FOR BLOCKING EDGE PER SCHED. /PER PLAN PER SCHED.\ /PER PLAN v CENTERED ON STL. BM. 3' CER. MIN. _________ AT PENETRATIONS 1% N -- � FOOTING PER NAILING. (NOT STEEL BEAM sne AT RUN TYPES 'R1', 'R3', II PER PLAN AND 'R6' PROVIDE�x6x0'-8" 1"x3Y"x0'-3%" PL. �, 2'-6" MIN. PLAN THICKEN HOLD-DOWNS y -u -u -- -IL A_ DOUBLE END STUDS ALLOWED a II ' d II d a WASHER AND DOUBLE AT HOEDOWN EACH SIDE OF (TYP.) OR 4x U.N.O. BY AT DOUBLE --'b' HEAVY NUT AT BOT. AS SHOWN SHEAR WALL HOLDOWN TYPE SIDED n i a �J z PER PLAN & SILL PLATE SHEARWALLS) e a a a s a o TYP. HOLDOWN HOLDOWN ANCHORAGE SCHEDULE, ANCHOR BOLTS PER NOTE 4. g S1601 5 TO STEEL BEAM CONNECTION 6_llAT STEM WALL FOR RUNS 'R6' & 'R7' U N O SEE PLANS FOR MIN LENGTH BASE COND. BASE COND. il S1.01 18023-05 SCALE: 3/4"= 1'-0" S1.01 18023-124 SCALE: 3/4" = 1'-0" X_SHEARWALL SCHEDULE - 18023 r 0 V BASEMENT FOUNDATION PLAN KEYNOTES: g IRUCTURq� ii iii 4 6 7 9 11 t�gg �EQEDPR0ffsf� 1. 4" CONCRETE SLAB WITH #3 @ V-6"O/C EACH WAY OVER CRUSHED 3/4" MINUS AGGREGATE BASE g4 , V�S ��1GINF�� O`9! i PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. PROVIDE FLOOR JOINTS @ 15'1 3 0 13,009 I I I I I O/C MAX EACH WAY PER 13/S3.01, (COORDINATE WITH ARCH.). VAPOR BARRIER PER ARCHITECT. omo .. I °ram I 2. HSS 5x5xya POST. � OREGON 0 3. FOOTING TO CUT BACK AT SENSITIVE LANDS DESIGNATION LINE. I I I I 4. 2x6 D.F. #2 STUDS @ VI O/C. W 4 �lHY MERR\l��\e 5. P.T. 6x6 POST, SEE DETAIL 1/S3.04. fff�ill Q+ 0 2 EXPIRES: 12-31-20 6. FOUNDATION VENT PER ARCHITECTURAL DRAWINGS. z 7 NON-BEARING WALL. NOTES: to E z u � J - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. N 0 Q - SEE DETAILS 1/S3.02 AND 2/S3.02 FOR SUB-SURFACE UTILITY REQUIREMENTS NEAR OR UNDER IL c CONCRETE FOUNDATIONS. Wo L 0 C O V m I I I I W O O U — � u CL � - BB - O C4 � *h < m 0 L N 0 — U) N - N J 3 M m < N — _ — ` O co uO co Ln V Z / ND CN O � wIll � W 10 W Q!� W F_ l ��I / / - - E v O W LJ L _J Y Q 1 Z / ' � Q TYP. S3.04 W LAJ 9 O V � V O L s 5 O oo H Z ,O O E E / r � r � CONCRETE FOOTING SCHEDULE: 0 C 3: CL U L L Lu /' MK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS N F- 5 5 "L" "W" "D" REINFORCING REINFORCING O ~ OA CONT. 2'-0" 1'-0" SEE DETAIL 10/S3.01 © O Z) (2)#4 x CONT. BOT. _ < P� CONT. 2'-2" 1'-0" @ SEE DETAIL 9/S3.01 AT EXT. FTG. r << Z ��V// (4)#4 x CONT. BOT. #4 x1'-8" VI O/C BOT. AND 11/S3.01 AT INT. FTG. <O \O� C CONT. 3'-0" 1'-0" SEE DETAIL 11/S3.01 G D U (4)#5 x CONT. BOT. #4 x2'-6" @ 1'-0" O/C BOT. 4'-6" 4'-6" VI CENTER UNDER HSS, WOOD, OR CONC. (5)#5 x 4'-0" BOT. (5)#5 x4'-0" BOT. COLUMN / POST, SEE DETAIL 10/S3.02. C N ER BE OW POS , SEII`E DE A III` AIL BASEMENT 2'-0" 2'-0" 11-01, �g E (3)#4 x 1'-6" BOT. (3)#4 x 1'-6" BOT. 1/S3.04 FOUNDATION PLAN S3.01 CD TMR PROJ NO. L - - - - - - - - � �1 — / O 18023 S3.01 S3.03I I O i H z 09.30.2019 L TOP BARS ARE 2" CLEAR FROM TOP OF FOOTING. — _ BOTTOM (BOT.) BARS ARE 3" CLEAR FROM BOTTOM OF FOOTING. 5 2 I I 7 4 4 I I THE THICKER FOOTING GOVERNS AT FOOTING INTERSECTIONS. PLACE ALL REINFORCING FOR BOTH FOOTING ° s3.o1 I I s3.01 TYPES AT INTERSECTION. 3 11 04-09 C I WHERE THICKENED SLAB FOOTINGS INTERSECT WITH SPOT FOOTINGS BELOW CONTINUE THICKENED SLAB D 12 FOOTING AND REINFORCEMENT OVER TOP OF SPOT FOOTING. 0 - J L J L4 A 53.03 AT ALL FOOTINGS EXCAVATE THROUGH EXISTING FILL FOR BEARING ON UNDISTRIBUTED NATIVE SOIL, GEOTECH TO — OBSERVE ALL FOOTING EXCAVATIONS. �J VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS, CIVIL DRAWINGS, SITE 0 J — — — — CONDITIONS, AND OTHER TRADES. W / 3 AT ALL RETAINING WALL FOOTINGS, GEOTECHNICAL SPECIAL INSPECTION REQUIRED PRIOR TO INSTALLATION OF 1 3 Q FORM WORK. s3.01 s1.01 DURING WET WEATHER, 3" LAYER OF LIGHTLY TAMPED%4' MINUS CRUSHED ROCK SHOULD BE PLACED AT THE BOTTOM OF FOOTING EXCAVATION. z 2 3 5 8 10 11 NORTH - BASEMENT LEVEL FOUNDATION PLAN 2 4 6 S2 S2901 $2.01 SCALE: 1/8" = 1'-0" 0 v 8 ROCTURq� LEVEL 1 FOUNDATION AND FRAMING PLAN KEYNOTES: ii iii 4 6 7 9 11 9�g� �EQEDPR0ffSS, 1. 4" CONCRETE SLAB IN HATCHED AREA WITH #3 AT V-6" O/C EACH WAY OVER CRUSHED 3/4" o g m �V\S tiyGINF� 0 MINUS AGGREGATE BASE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. PROVIDE FLOOR JOINTS @ 15-0"O/C MAX EACH WAY PER 13/S3.01, (COORDINATE WITH ARCH.). 3 �' 13,089 5 ( I I I I I VAPOR BARRIER PER ARCHITECT. mg u B n H o.a. • _ -• 53.01 P11 R4 P11 I 2. 7/8"T&G PLYWOOD APA RATED 48/24, W/GLUE PROVIDE 0.131"0 x2 Y2' RING SHANK NAILS @ 4" O/C OREGON B P11 P11 EDGES & V-0" O/C FIELD. RUN FACE PLYWOOD PERPENDICULAR TO SUPPORTS AND STAGGER END © m i G 2 !1P11 R4 - - � 1 I I I I I 3. E KI G P RAR H. MEW0-- _ © 4. STEEL EMBED PER DETAIL B/S3.01 AT ELEVATOR RAIL BRACING LOCATIONS. CONTRACTOR TO P11, r © I I I COORDINATE WTHSUPPLIER. 'L\;; �+ EXPIRES: 12-31-20 5. SEE SHEET S3.03 FOR STAIR FRAMING DETAILS. JI K 6. PROVIDE 2x6 STUDS @ V-0" O/C. w I 1 © SIM. r I4� I I 7, PROVIDE (2) 1 Yax11 % LVUS BELOW JAMB. ATTACH TOGETHER WITH (2)0.131"O x3 Y4' NAILS @ V-6"0/C. z c E 9 P10 8. PROVIDE SIMPSON 'WPU1.81/11.88' HANGERS EACH END, AT DOUBLE EVIL'S PROVIDE SIMPSON V a o I I, s3.04 I 'HWU3.56/11.88' HANGERS. PROVIDE 0.162"Ox2Y2" NAILS INTO NAILER. d p1 r P10 �- J STO TER PLA A 9. 2x10 D.F. #2 WALL STUDS @ 1'-4" O/C. o 0 I 9 Q I I 8 P ARCH C AL 10. DECK TIE PER DETAILS 4/S3.04 AND 5/S3.04. W - t J p 12 O I 53.01 8 8 RAWINGS. 11. KEYNOTE NOT USED. o c LI I 53.01 R5 I I© Sim. 12, KEYNOTE NOT USED. o 5 9 3 4 ® 13. HSS 10x4xY OUTRIGGER PER DETAIL 10/S3.04. ~ m 53.01 © r I D S3.01 C C S1.o1 I C I s3.01 C I C I 14. FOOTING TO CUT BACK AT SENSITIVE LANDS DESIGNATION LINE. p p C P10 R5 © R5 R4 R5 RS © NOTES: W t1 V-1 I"( R1 r - - - - - - - - }- - - - - - - - - - - - - - - - - - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DRAWINGS. ; ! 9 Z- _ _ _ _ _ _ _ _ r _ _ _ _ -1 r - \ ' ` / ALL POST/JAMB CALLOUTS ARE FOR WALLS ABOVE. (ABOVE FLOOR SHEATHING)ALL = ; - -;.p11 S3.oa r JA3 R5 r , r r I � rR6 I I I �� BEAMS/HEADERS ARE FOR FRAMING BELOW (BELOW FLOOR SHEATHING) RUN ALL POSTS AND 0. 3 P10 I I I 11 10 I I p2 o I I 10 I I F I I JAMBS CONTINUOUS DOWN TO THE FOUNDATION, WITH SQUASH BLOCKING IN JOIST SPACE, PER r 0 C I R4 DETAIL 3/S4.02. 53.01 553.01 O I 10 g R5 1 D I I I I 3.01 O I I I I I O I I UNLESS OTHERWISE NOTED ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2"SHEATHING AND t o B B I I I I I 4 5 SHOULD BE NAILED/FASTENED PER THE SHEARWALL SCHEDULE AS TYPE W WALLS. ALL HATCHED I© S3.01 I JA2I I I I © I I O R1 IDI R4 I I © I I 12 TYP I I © ( I S3.o S3.02 WALLS ARE SPECIFICALLY CALLED OUT AND SHOULD HAVE CONNECTORS AND NAILING PER THE m PS JA6 ' r JA2 I © I I I I I s3.o1 G TYP. AT SCHEDULE. < m P11 1 I P3 R5 P3 5 © I I I RETAINING HEADER JAMB STUDS SHALL BE THE FOLLOWING U.ON.: > s Boa TYP' I I R6 R6 6 I U I I I I R6 I WALL OPENING WIDTH LESS 5'-0": (1)2x TRIMMER AND (1)2x KING STUD. = o 1 I ® P2 JA2 ® I OPENING WIDTH 5'-0"TO 8'-0": (1)2x TRIMMER AND (2)2x KING STUD. = L 11 I I I ® IP2 P3 f 1 R4 SEE DETAIL 7/S4.01 FOR NAILING. O ci O I I I I s3 a1 I I I I I ' SEE DETAIL 5/S4.02 FOR TYPICAL 'ATS'WALL CORNER FRAMING REQUIREMENTS, U.O.N. o N D I © JA2 11 P2 - SEE DETAIL 6/S4.02 FOR TYPICAL'ATS'WALL INTERSECTION FRAMING REQUIREMENTS, U.O.N. ~ - n R6 I R6 P3 L I P2 I I I 53.01 I JA2 I I 4 SIM. - SEE 8/S4.02 FOR TYPICAL INTERIOR WALL TO EXTERIOR WALL FRAMING REQUIREMENTS WHEN J ; co R1 L ® - - - R5 L - J L - J L J s1.01 ` HOEDOWNS ARE NOT PRESENT, U.O.N. `0 N B - - - - ' P11 L , - - - - - - -P3 P3 - - - - - - - -FlI - /� o: DENOTES WALLS THAT ARE WITH PRIVATE UNITSSATALLTHAT E BEARING WALLS, SEE FRAMING < p B ! � ' D R3 P3 P2 P3 /�B// SCHEDULE ON SHEET S1.02 FOR FRAMING REQUIREMENTS AT ALL BEARING WALLS. cl)CD p JA3 2 Lo R1 JA3 R4 D R4 p3 P3 C D RS E D E E D E X11 D FRAMING LEGEND POSTS FLOOR AT ROOF JOISTS °D CC R3 I I Sto1 11 O R4 - - - - - P2_ R6 - - R4 - R6- - R5 - - P1 6x6 POST (P.T AT EXTERIOR) J1 11 %" LPI 18 @ 2'-0" 0/C E I IO TYP. E `( 1 } E S3.o1 - - HEADERS P2 " / \ (2) 2x(SIZE TO MATCH WALL) J2 11 / LPI 18 @ 1 4 O/C C H1 4x6 P3 (3) 2x (SIZE TO MATCH WALL) J3 LVL (2900 FID 2 OE) 1 3/a x 11 % @ 1 0"O/C R1 JA3 P11 © R1 P3 P2 9 © P3 "JA2 " -I I H2 4x10 P4 (4) 2x(SIZE TO MATCH WALL) J4 1 Y2"x 5;/2 ESE(1.55E) @ 2-0 O/C P11 - - - - - R6 - - JA2 p3 B I I R4 R1 i I R1 R4 © JA2 I G H3 6x8 H4 4x8 P5 (5)2x(SIZE TO MATCH WALL) J5 (2) 1 Y x 58 Y2"2S0"(1.5 E) @ T-0"O/C O p P6 (6) 2x(SIZE TO MATCH WALL) J6 9 Y" LPI 1 Z Sis .o1 H5 3)/2 x 11 /GL P7 4x6 POST (P.T. AT EXTERIOR) J7 2x10 @ 2'-0"0/C _ ©I r g JA2 - -I r r JA2 E TYP. I I I I O I A I I 4 5 H6 5 Y2 x 7 Y2 GL P8 6x8 POST (P.T.AT EXTERIOR) J8 P.T.2x1A #2 @ T-4" O/C to D 6 O S3.o2 83.02,- P9 GL 4 R6 8 C O H7 5Y2x10YGL M R6 3 I I S3.o1 I I 11 S3.oa I I I I ® P3 -P2 - I JA2 J TYP. AT H8 5Y2 x 11 %GL P10 HSS 5x5xY CONNECTORMPSON-STONG TIE) CN N O s3.oa SIM. © I R5 L - © - - J S3.o1 I I I I I I RETAINING BEAMS P11 HSS5x5xY C3 'MIT' _ q I JAZ P11 I eC s3.oa I 11 WALL B1 1 %x 5Y2LVL JAMB STUDS C4 'HU ('HUG) H W D I D R4 I S3.o1 62 5Y2 x 9 Y2 GL JA1 (1)2x TRIMMER + (1) 2x KING C5 HB' Z m -C 5304 - - ! P11 _-RS _ _ _ R5 JA2- p I R4 ' B3 3Y x 11 %GL JA2 (1) 2x TRIMMER - (2) 2x KING C6 GET' O I I© R4 i O I � � � B I 14 B4 5;/2X 11 %GL JA3 (2) 2x TRIMMER - (1) 2x KING C7 DSC5R/L' (DETAIL 10/S5.01) Q Q P11 R4 I B5 5Y x 11 %GL RIM BEAM JA4 (2) 2x TRIMMER - (2) 2x KING C8 'GLS' w B6 6%x 13Y2 GL JA5 (2) 2x TRIMMER + (3) 2x KING C9 HTS30G (TRUSS/BEAM TO STUD) CCcle R5 L. - - - - L - - - I B7 5�41 JA6 (3)2x TRIMMER + (2) 2x KING C10 'LSTA24' (TRUSS/BEAM TO STUD) G Q O U) P11 I 68 JA7 (1)2x TRIMMER - 6x6 KING C11 'HTS30C'(DETAIL 10/S5.01) O LL w 12 I - B9 JAB (1)2x TRIMMER + (3) 2x KING C12 NOT USED V u- V D I JA2 - -iB7 B7 S3.oa B7 - - J \\��`//// B10 6%a x 12 GL JA9 (1) 2x TRIMMER + (4) 2x KING C13 'LTS12' Q - r tc - R4 JA10 (2) 2x TRIMMER - (5) 2x KING W } Z R6 P2 I g C B11 W 10x30 RTYP. NAT G I - - - - P2 I I I 11 I I s3.04 JS TYP. 2 53.02 NOTES � Q C s3.oa TYP. AT 1) ALL BEAMS SHALL HAVE SUPPORT POSTS STACKED DOWN TO FOUNDATION SLAB AS NOTED PER PLAN. IF POSTS ARE C WALL B JA2 I 53.01 3 RETAINING NOT CALLED OUT DIRECTLY ON THE PLAN PROVIDE STACKED STUDS THE WIDTH OF THE BEAM DOWN TO VN 5 4 I I O I I I g7 B7 5 WALL FOUNDATION SLAB. PROVIDE MATCHING SQUASH BLOCKING IN JOIST SPACE WHERE APPLICABLE. SEE 3/S4.02. a_ ce_ O s3.o sa.oz I I 7 m 53.02 2) (D) DENOTES DROPPED BEAM. = Lu LJ_ 10 I I P2 © S3.04 3) (R) RAISED BEAM OR HEADER, V H Z Z 4) SEE DETAILS 1/S4.02, 2/S4.02,AND 4/S4.02 FOR ALLOWABLE PENETRATIONS. J8 TYP. AT 0 oo O 5) SEE DETAIL 9/S4.01 FOR BEAM TO WALL CONNECTION, UNLESS NOTED PER PLAN. _^ ( , 4 5 RETAINING 10 ' X-FRAMING LEGEND - 18023 v Q L) D D I-P3 P3 S3.02 sa.o WALL Sa.o3 - - - IRs I SIM. 5401 C B7 B7 CONCRETE FOOTING SCHEDULE: O Lu N R4 OTYP. Ix 12 I I C gg MK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS O ~ 53.01 O 11 I 7 O "L" "VV' "D" REINFORCING REINFORCING Z 53.01 Im m 9 AO CONT. 2'-0" 1'-0" 5403 SEE DETAIL 10/S3.01 © O (2)#4 x CONT. BOT. © I CONT. 2'-2" 1'-0" - SEE DETAIL 9/53.01 AT EXT. FTG. O R4 - Sa.03 �P� �/ (4)#4 x CONT. BOT. #4x1'-8"@ 1'-6" O/C BOT. AND 11/S3.01 AT INT. FTG. - - s1.04 I I- - - - P3 I P3 I I © R4 s3OC CONT. 3'-0" 1'-0" SEE DETAIL 11/S3.01 G U .oa �O�p (4)#5 x CONT. BOT. #4 x2'-6' @ V-0" O/C BOT. 10 I C CENTER UNDER HSS, WOOD, OR CONC. D 4'-6" 4'-6" V-4" 4 / I R5 R5 D 53.01 I R5 �� (5)#5 x 4'-0" BOT. (5)#5 x4'-0" BOT. COL MN / POST SEE DETAIL 10/S3.02. SIM. S1 01 - - R6 © I I ��i Q OE 2 0" 2 0" 1' 0" - - CENTER BELOW POST, SEE DETAIL FOUNDATION PLAN O - - - - - - IP2 I- _ - _ _ - 12 / r� (3)44 x 1'-6" BOT. (3)#4 x 1'-6" BOT. 1/S3.04 S304 F D ' S3.04 oa I p C I R6 I P3 P3 I I /' OF TMR PROJ NO. I I I P2 j 0 18023 D I I 3 ® OH z 09.30.2019 LD R5 53.01 F / NOTES: , II 3 2 W S3.at - _ _ - TOP BARS ARE 2" CLEAR FROM TOP OF FOOTING. 2 I I I - BOTTOM (BOT.) BARS ARE 3" CLEAR FROM BOTTOM OF FOOTING. J3 P2 s3.o1 7 III J1 I R - THE THICKER FOOTING GOVERNS AT FOOTING INTERSECTIONS. PLACE ALL REINFORCING FOR BOTH FOOTING ; Qg PR-03 TYPES AT INTERSECTION. 11.04.2019 I 2 I D I C WHERE THICKENED SLAB FOOTINGS INTERSECT WITH SPOT FOOTINGS BELOW CONTINUE THICKENED SLAB II I R6 I RS FOOTING AND REINFORCEMENT OVER TOP OF SPOT FOOTING. d AT ALL FOOTINGS EXCAVATE THROUGH EXISTING FILL FOR BEARING ON UNDISTRIBUTED NATIVE SOIL, GEOTECH TO 0 - - - S3.o1 OBSERVE ALL FOOTING EXCAVATIONS. z VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS, CIVIL DRAWINGS, SITE W Q A 3 13 ° CONDITIONS, AND OTHER TRADES. 1 R4 © - AT ALL RETAINING WALL FOOTINGS, GEOTECHNICAL SPECIAL INSPECTION REQUIRED PRIOR TO INSTALLATION OF w I 53.01 10 I J9 /' I I I 0 W p s3.04 DURING WET WEATHER, 3" LAYER OF LIGHTLY TAMPED ''/" MINUS CRUSHED ROCK SHOULD BE PLACED AT THE / BOTTOM OF FOOTING EXCAVATION. z 1 2 3 5 8 10 11 NORTH LEVEL 1 � S2 * 02 FOUNDATION AND FRAMING PLAN 02' 4, 8' 52.02 SCALE: 1/8" = V-0" 0 V 8 gS{1UCTURq� III 4 6 7 9 11 LEVEL 2 FLOOR FRAMING PLAN KEYNOTES: �Q g \S��AED PROffsf/o 12 0 I 1. 1"THICK GYPCRETE 2000 TOPPING OVER'/" T&G PLYWOOD APA RATED 48/24, W/ GLUE PROVIDE $�t13,089� y9� BACK SPAN 11 13,089 sa o 18 TYP. TYP I I I I I 0.131"0 x2Y2" RING SHANK NAILS @ 6 O/C EDGES& 1 -0 O/C FIELD. RUN FACE PLYWOODz �. R4 10 9 R4 B R4 PERPENDICULAR TO SUPPORTS AND STAGGER END JOINTS. , a i VG OREGON o D 2. SIMPSON 'CS14'x 12'-0" COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING BETWEEN SILL/TOP C4R2 I I _ PL/BEAM AND FLAT 2x6 BLOCKING. SEE DETAIL 1/S4.03. PROVIDE (2) ROWS 0.131"O x2Ys" NAILS AT 4" g11 pry/' W z �lHY MERR\�Y�\� O/C INTO TOP PLATES AND(2) ROWS @ 6"O/C, STAGGERED, INTO BLOCKING. //"1�. a J r- 12 17 Q 3. SIMPSON 'CS14'x 8'-0" COIL STRAP INSTALLED ON TOP OF SHEATHING BETWEEN TOP Fa„ EXPIRES: 12-31-20 _ 4 ` G PLATES/FLOOR JOIST/BEAM/TRUSS. ADD JOIST IF LAYOUT DOES NOT ALIGN JOIST WITH TOP 18 1 SIM. Sa pg j1 sa 03 I m 10 P� z JA � 1 I S4.02 PLATES. SEE DETAILS 2/54.03. LOCATE STRAP TO AVOID VERTICAL TENSION ROD WHERE NEEDED. H p = 1 11 11 I I I I PROVIDE (2) ROWS 0.131"0 x2 Y2" NAILS AT 4" O/C INTO TOP PLATES AND INTO JOIST/BEAM. , ,� E 7 16 S4o4 ( S3,0 4. SIMPSON 'CMST14'x 26'-0" COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING ALONG r (~ o (� o 16 JA7 m s3 o P2 RIM/BEAMrrOP PLATES/FLAT 2x6 BLOCKING. PROVIDE (2) ROWS 0.148"O x3 Y4" NAILS AT 3y2,, O/C J C v 1 G W 18x60 P2 ALONG THE ENTIRE STRAP. p, JA3 12 13 D I I I I I 5. SEE DETAIL 12/S4.02 FOR ELEVATOR BRACKET PLATE REQUIREMENTS AT FLOOR LINES. LOCATE W L R2 7 I P2 JA2 R2 PER ELEVATOR SUPPLIER. p c JA2 JA2^ 11 12 13 mI C4 m 6. SEE SHEET S3.03 FOR STAIR DETAILS. v p i 1 sa.o3 J3 13 12 2 7. SIMPSON 'CMST12'x 40'-0" COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING ALONG c 1 B3 C I I sa.o1 I C I RIM/BEAM/TOP PLATES/FLAT 2x6 BLOCKING. PROVIDE (2) ROWS 0.148"0 x3 Y4" NAILS AT 7"O/C, W o p Im 1 J1 C C Sa.o1 s4.o1 C JA7 D R5 RS R4 RS RS - STAGGERED, ALONG THE ENTIRE STRAP. F v 1 W 16x60 H1 H1 H1 H1 H1 H1 H1 H1 A R5 BS H1 8. SIMPSON 'CMST14'x 12'-0"COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING BETWEEN BEAMS � a 3 83 OR TOP PLATES. PROVIDE(2) ROWS 0.148"O x3 Y4" NAILS AT 3Y2" O/C ALONG THE ENTIRE STRAP. = p 3 J6 R6 = V 10 m C4 H1 7 R5 9. HSS 10x4xY4 OUTRIGGER SEE DETAIL 3/S4.03 AND 4/S4.03. BB 3 JA2 p = R2 sa.oa �I I 8 I C sa o1 B4 S4,01 E sa.o1 10. 2x12 D.F. #2 JOISTS RIPPED TO DEPTH AT 2'-0"O/C. t o Sa o3 8 I - I i - 11. CANOPY SHEATHING SHALL BE 19/32" PLYWOOD APA RATED 40/20 NAILED WITH 0.131"0 x2 Y" NAILS a I 6 I CD S3 o I H2 I = g3 - R, Rq @ 6"O/C EDGES, 1'-0"O/C FIELD. JA7 I 1 26 I I JA1 B3 m m B 12. PROVIDE (2) 1 %x11 % LVL'S BELOW JAMB. ATTACH TOGETHER WITH (2) 0.131"O x3 Y" NAILS @ V-6" t m m A I== 10 R6 J1 - R4 O/C. _ > _ ( P2 J1 sa.o1 J1 C I 7 11 83 B3 H2 P2 I 13. PROVIDE SIMPSON 'WPU1.81/11.88' HANGERS EACH END, AT DOUBLE LVL'S PROVIDE SIMPSON R6 1 7 J1 � m --- II --- saga _ j4 II 8 --�B4 JA3 JA2 'HWU3.56/11.88' HANGERS. = L I 1 0° J1 S4,01 14. SEE DETAILS ON SHEET S4.04 FOR SUNSHADE ATTACHMENTS. O o N TYP. 10 JA2III II D a _ J1 TYP. 1 R6 =I ml ml 15. 2x10 D.F. #2 WALL STUDS @ 1'-4" O/C. �y g - JA7 I P3 B3- B3 C4 4 -� J1 B3 B3 C4 16. 1 %4 x 11 e LVL ALIGNED WITH CANOPY COLUMN, ATTACH COLUMN KNIFE PLATE TO LVL PER 3/$4.03. 'J �a a TYP. D 1 I C4 C4 C6 I C4 C4 C6 I I a 11 R6 B4 C6 JA2-m m P3 , B5 / m m P3 /gyp\\ 17. FOR SUSPENDED CEILING SEE DETAILS 4/S4.04-6/54.04. ` c M - - _ B4 B3 - -\ B J 18. CONTINUOUS 2x12 D.F. #2 AT CORNER OF CANOPY. (� p B _ JA2 R I P2 B3 R4 13 C R4 P3 C ,D RS 12 4 D J4 R4 D SIM. 13 C p P3 84 =1 10 I R5 NOTES: co Ln CC Im 53.03 R2 - R6 53.03 R4 R6 s4 04 I g - - m N J3 I D JS m B9 H3 B3 B3 ^ VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWG JA7 7 P2 R6 1 - R4 C4 m m C4 I l� ALL POST/JAMB CALLOUTS ARE FOR WALLS ABOVE. (ABOVE FLOOR SHEATHING)ALL 15 I B3 11 TYP. BEAMS/HEADERS ARE FOR FRAMING BELOW. (BELOW FLOOR SHEATHING). RUN ALL POSTS AND JA2 C6 B BS B3 3 B5 3 _ H1 12 JA2 B3 S4.o1 4 7 JAMBS CONTINUOUS DOWN TO THE FOUNDATION, WITH SQUASH BLOCKING IN JOIST SPACE, PER r - - - DETAIL 3/S4.02. Z C12 P2 _ P2 I D JA7 13 I 15 p 13 = J1 UNLESS OTHERWISE NOTED ALL EXTERIOR WALLS SHALL BE SHEATHED WITH Yz' SHEATHING AND V) R2 14 m 00 R6 J2 I _ SHOULD BE NAILED/FASTENED PER THE SHEARWALL SCHEDULE AS TYPE W WALLS. ALL HATCHED N 11 S3.0 12 -P2- _ 5 1 JA3 JA2 12 8 P2 / WALLS ARE SPECIFICALLY CALLED OUT AND SHOULD HAVE CONNECTORS AND NAILING PER THE C O /C\ _---�1 10 - Im = / SCHEDULE. _ JA2 J3 m RS B5 Sa.o1 -12 J3 13 z j1 J1 J1 - -- I ----- /" HEADER JAMB STUDS SHALL BE THE FOLLOWING U.ON.: 0, Lu II C i4 01 I H1 / OPENING WIDTH LESS 5'-0'. (1)2x TRIMMER AND(1)2x KING STUD. H J a I S C 9 5 C RS B3 �1 OPENING WIDTH 5'-0"TO V-0": (1)2x TRIMMER AND (2)2x KING STUD. Z O m - sao3 I 3 11= C 3 R4 m{ sa-oa - sa.ai R4 ' SEE DETAIL 7/S4.01 FOR NAILING O Q -T- D 83 1 JA2 R5 m I B = SEE DETAIL 5/S4.02 FOR TYPICAL 'ATS'WALL CORNER FRAMING REQUIREMENTS, U.O.N. Q 13 B3 J1 3 s R4 a:� LLI = 11 s3.o3 m C4 RS _ H2 Cg SEE DETAIL 6/S4.02 FOR TYPICAL 'ATS'WALL INTERSECTION FRAMING REQUIREMENTS, U.O.N. Q O 7 / SEE 8/S4.02 FOR TYPICAL INTERIOR WALL TO EXTERIOR WALL FRAMING REQUIREMENTS WHEN O LL w 54.03 I JA7 SIM. -- - / - -J C 1 HOEDOWNS ARE NOT PRESENT, U.O.N. V Q U p JA2 p2 C B4 I e4 C H1 \ // o: DENOTES WALLS THAT ARE WITH PRIVATE UNITS THAT ARE BEARING WALLS, SEE FRAMING Y Z R6 JA3 = R3 g R4 SCHEDULE ON SHEET S1.02 FOR FRAMING REQUIREMENTS AT ALL BEARING WALLS. W � B3 H4 sa.oa _ 2 Q JA2 p2 lA1 q g 10 S4.01 SEE DETAIL 1/S102, FOR CLADDING FURRING OVER MINERAL WOOL INSULATION. W O i 100 LL P2- = S4.03 11 JA7 TYP. TYP. V )[ N J1 TYP. /' CL Cie JA2 J1 -P2 Y LU O V Z Z TYP. 14 = S4.o1 P3 B_3 P3 J1 / O O JA7 P2 Q U F - - - R6 CL J4 J1 C / W JA2 BJ1 R5 V) M R4 J1 R5 0� Z = 4 4 5 / JA7 54.01 54.01 S4.o1 = O z 3 FRAMING LEGEND POSTS FLOOR AT ROOF JOISTS r S4.01 Sa.a1 CB4 p3 B - H1 HEADERS S P3 (3)62x0(IZET O MATCH WALL) J3 LVL 4 s „ r JA2 ( / LPI 18 @ 2'- " 0/C = P2 C6 C P2 2) 2x (SIZE TO MATCH WALL J2 11 /" LPI 18 @ 1'- " 0/C O (2900 Fb 2.OE) 1 /4 x 11 %"@ V-O"O/C JA7 m R4 R4 H2 4x10 Pq (4) 2x (SIZE TO MATCH WALL) J4 1 Yz x 5Y2 LSL (1.55E)@ 2-0 O/C C4 = H3 6x8 P5 (5) 2x (SIZE TO MATCH WALL) J5 (2) 1 Y"x 5)/2" LSL (1.55E) @ 1'-0"O/C p p3 H4 4x8 P6 (6) 2x (SIZE TO MATCH WALL) J6 9 Y2" LPI 18 @ 2'-0"0/C R3 J1 - 2 / H5 3 Y2 x 11 %GL P7 46 POST (P.T.AT EXTERIOR) J7 2x10 @ 2-0"0/C JA2 ml J1 sa.o1 H6 5 Y2 x 7 Y2 GL P8 6x8 POST(P.T.AT EXTERIOR) J8 P.T. 2x10 H.F. #2 @ V-4"O/C m I D CH7 5Yx10Y2GL P9 GL5Y2x7YPOST LEVEL 2 FLOOR = I R6 R5 / H8 5 Y2 x 11 %GL P10 HSS 5x5)%4 CONNECTORS (SIMPSON-STONG TIE) JA7 B3 11 -1C4 m P2; I P3 - P3 / 81 AM 1 3/ax 5Yz LVL JAMB STUDS C4 'MI JA2 R5 R5 FRAMING PLAN M I J1 - D B3 � J1 2 / B2 5Y x9Y GL JAi D m ('HUC') TMR PROJ NO. _ m R6 B3 3Y x 11 %8 GL JA2 (1) 2x TRIMMER + (2)2x KING C6 'GBLT' B4 5Y2 x 11 %e GL JA3 (2) 2x TRIMMER + (1)2x KING C7 'DSC5R/L' (DETAIL 1O/S5,01) 1 $023 JA7 -p2- J1 1 / 85 5Y2 x 11 %8 GL RIM BEAM JA4 (2) 2x TRIMMER + (2)2x KING C8 'GLS' _ B6 6%x 13 Y2 GL JA5 (2) 2x TRIMMER - (3)2x KING C9 'HTS30C' (TRUSS/BEAM TO STUD) 09.30.2019 /-D JA1 B7 �5MM JA6 (3)2x TRIMMER - (2)2x KING C10 'LSTA24'(TRUSS/BEAM TO STUD) z 4 I m C / B8 JA7 (1) 2x TRIMMER + 6x6 KING C11 'HTS30C' (DETAIL 10/55.01) g JA2 R5 3 B9 Q JA8 (1) 2x TRIMMER + (3)2x KING C12 NOT USED _ - C6 1 B10 6 a4 x 12 GL JA9 (1) 2x TRIMMER + (4)2x KING C13 'LTS12' F JA7 BS - 811 W 10x30 JA10 (2) 2x TRIMMER - (5)2x KING 0 JA2 Im B NOTES, ; OS PR-03 B R4 1) ALL BEAMS SHALL HAVE SUPPORT POSTS STACKED DOWN TO FOUNDATION SLAB AS NOTED PER PLAN IF POSTS ARE v 11.04.2019 = ,j 1 R6 m J6 /C\ NOT CALLED OUT DIRECTLY ON THE PLAN PROVIDE STACKED STUDS THE WIDTH OF THE BEAM DOWN TO o 11 m Im 6 m RS 13 FOUNDATION SLAB. PROVIDE MATCHING SQUASH BLOCKING IN JOIST SPACE WHERE APPLICABLE SEE 3/S4.02. JA7 S4.01 2) (D) DENOTES DROPPED BEAM. Sa.o1 L _ 3) (R) RAISED BEAM OR HEADER. z BS / J 4) SEE DETAILS 1/$4.02, 2/$4.02,AND 4/$4.02 FOR ALLOWABLE PENETRATIONS. o R3 A x)FRAMING G 981023 FOR BEAM TO WALL CONNECTION, UNLESS NOTED PER PLAN. V 1 13 12 54.01 I 54.01 / s4.o1 I I I I a z z NORTH 1 2 3 5 8 10 11 LEVEL 2 FLOOR FRAMING PLAN 0 2' 4' 8' SCALE: 1/8"= 1'-0" O " S2 * 0 3 $2.03 x 0 V LVL 3 y x 11 % LEDGER W/(2) RUCTUgAf 3/4'0 x6" EMBED. GALV. A.B.'S 2x6 STUD WALL PER SCHED. ' 8= QED PROffS @l'-4" O/C.O/C. PROVIDE V.B. b PLY'WD WALL 2x6 STUD WALL PLY'WD WALL SHT'G 2x6 STUD WALL PER SCHED. ' S G\5 GTN X� PER SCHEDULE 2x6 STUD WALL BETWEEN LEDGER &WALL. PLY'WD WALL SHT'G PER SCHED. ' . SHTG PER SCHED PER SCHED. v Q r @ 1'-4" O/C SIMPSON 'MSTA49'W/(2) 0.148'0 L 2 Yz x 2 y x Y4 x1'-2" SIMPSON 'DTT2Z' @ 4'-0"O/C 3 °" 1 Yx6x3'-0" PLY'WD WEB P.T. 2x6 W/A.B.'S PER SCHED. ta,oea x3/"@ 3"O/C, STAGGERED AT EACH PAIR OF A.B.'S n 2x6 SOLE PL. W/ FILLER EACH SIDE AT PLY'WD WALL SHTG P.T. 2x6 W/A.B.'S MAX. W/s/"O x5" EMBED. o K m 0.131'0x3Y" NAILS PER SCHED 0.131"0 x2y" NAI LS 3"O/C 4'-8" PER SCHED. EPDXY ANCH. r°s SI MPSON 'LTTI31'W/(2) @ SI M PSON 'LTTI31'TI E W/ OREGON PER SCHEDULE 8d @ 3"O/C %"0 #4 @ 2'-0"O/C x 1-0" 4,_8„ f o 00 2x6 SOLE PL. W! FLOOR SHT'G x6" EMBED. ANCH. SIMPSON 'MSTA49'AT'DTT2Z'W! � i t p 20 �i 0.131"0 x3 Y4' NAILS PER PLAN BOLT LOCATE @ 4'-0" O/C. CONC. SLAB PER PLAN #4 @ 2'-0"O/C x 1-0" (26) 0.148"0 x3)/4" COMMON NAILS �+ � ---------- p FLOOR SHT'G PER PLAN PER SCHEDULE - -- --- - _-- W �a l MERR�� RIPPED TO FIT P.T. 3x SILL W/ -- -� h'Y V A.B.'S PER SHEAR WALL SCHED. 3" it TJIFLR JSTS 'f!\j; a EXPIRES: 12-31-20 RIPPED TO FIT P.T. 3x SILL W/ PER PLAN O _ 7„ s A.B.'S PER SHEAR WALL SCHED. RIGID INSULATI CONC. SLAB PER PLAN F - g 1LI H Q #4 @ 1'-6" O/C SIMPSON LTTI31'TIE W/ /"0 2x4 FLAT BLK'G x6" EMBED. EPDXY ANCHOR LSL 1Yz BLK'G @ 2'-0"O/C W/ /G FLR JOISTS PER PLAN PER ARCH, DW Q Q RIGID INSULATION o V N p LOCATE @ 4'-0"O/C. W/GALV. SIMPSON 'ITS' PER ARCH. DWGS AT'MSTA'STRAP U N E SIMPSOWITS' #5 10"O/C p FLOOR JOISTS PER PLAN W/ HNGR. EACH END HANGERS, SEE PLAN @ LVL 1 y x 11 / HNGR W/ ^ #4 @ 1'-6" O/C FOR LVL HANGERS SIMPSON 'ITS' HNGR d SIMPSON 'ITS' HANGERS AT PROVIDE V.B. BETWEEN a 1 Y2"CL. SINGLE I-JOISTS SEE PLAN SIMPSON 'HDU2' @ 4'-0" O/C W/ (2)#4 HORIZ. TOP AND FREE DRAINING GRANULAR LEDGER &WALL LVL 3 Y2 x 11 7/ LEDGER W/ W - t ' s #4 1'-6" O/C HOR. W/ BACKFILL PER GEOTECH. a FOR HANGERS AT LVL'S /e"0 x6" EMBED. EPDXY ANCH. @ (2) /4"0 x6" EMBED. GALV. p c 1 y" © 2'-6"O/C CORNER HOOKS. PLACE BEFORE START A.B.'S @ 2'-0"O/C p 1-1 LR TO VERT. BARS ALT. EACH FACE OF FLOOR FRAMING. COMPACTED FREE DRAINING 2 v GRANULAR BACKFILL PER 1 1 -- - - (2)#4 HORIZ. TOP AND ~ c m (2)#4 HORIZ. TOP AND 1-" CLR TO VERT. BARS 12" CLR TO 3„ 'H' GEOTECH. PLACE AFTER #4 1'-6"O/C HOR. W/ V p FREE DRAINING GRANULAR #4 @ V-6" O/C HOR. W/ 2 ® 1- 'H' @ 0 BACKFILL PER GEOTECH FREE DRAINING GRANULAR #4 1'-6" O/C HOR. W/ VERT. BARS 4 BASEMENT FLOOR SLAB CURE 2'-6" O/C CORNER HOOKS. 2'-6"O/C CORNER HOOKS. ° °� & BEFORE START OF FLOOR e PLACE BEFORE START ALT. EACH FACE BACKFILL PER GEOTECH 2'-6"O/C CORNER HOOKS. T C CE ; OF FLOOR FRAMING. PLACE BEFORE START ALT. EACH FACE FRAMING p ° x4 YWAY #4 @ 10"O/C #5 @ 10"O/C FOOTING DRAIN OF FLOOR FRAMING ��, :° V a ; PER GEOTECH ' 2x4 KEYWAY °° #4 x2'-6" 4'-0" 1C IN FOOTING DRAIN PER GEOTECH SLAB-ON-GRADE PER ° Q H, 4" EMBED EPDXY ANCH'S ,H, #4 x2'-6"@ 4'-0"O/C IN 4" EMBED PLAN, SEE S1/S3.01 G o #4 @ 2'-0" O/C EPDXY ANCH'S FOR ATTACHMENTS 2x4 KEYWAY 12" CLR TO 3 t o CONC. FLR SLAB PER PLAN. #4 @ 2'-0" O/C ° VERT. BARS 14 a CONC. FLR SLAB PER PLAN. #4 1'-6"O/C W/ SLAB-ON-GRADE PER a PLACE& CURE BEFORE @ PLACE &CURE BEFORE 2'-0" CORNER HOOKS FOOTING DRAIN PLAN, SEE S1/S3.01 2" BACKFILL FT'G DRAIN &WALL BACKFILL PER GEOTECH FOR ATTACHMENTS t m CLR. ° DRAIN SYSTEM PER = > 3„ #4 @ T-6"O/C W/ 2„ CLR 2" CLR. °+ a. #4 @ 1,_6„O/C W/ ° `� ° @ 1,_6„ O/C W! = t GEO & CIVIL 2,_0„CORNER ° ° . 1,_3„ e ° n 1'-1" CLR. HOOKS ° _ 2'-0"CORNER ° '-3" 2'-0" CORNER HOOKS 0 io 3"CLR. HOOKS ° 3" CLR. y o N a @ 0' < H <2' 9" 8" 9" PROVIDE 3" OF CRUSHED @ 0' < H < 2' 9" 8" 9" 2'-0" g" 4'-4" 3" J lt" 3 co AND COMPACTED 3/4" MINUS PROVIDE 3"OF CRUSHED CLR. 4'-4" g 2'-0" a @ 2' < H <4' 1'-9" 8" 1'-0" BELOW RET. WALL FTGS. @ 2' < H <4' 1'-9" 8' 1'-0" AND COMPACTED%" MINUS BELOW RET. WALL FTGS. PROVIDE 3"OF CRUSHED PROVIDE 3"OF CRUSHED ` 03 AND COMPACTED Y4' MINUS AND COMPACTED%" MINUS V co Lo BELOW RET. WALL FTGS. BELOW RET. WALL FTGS. TYP. BASEMENT TYP. BASEMENT / CRAWLSPACE 1 TYP. BASEMENT / CRAWLSPACE FOUND. WALL 2 / CRAWLSPACE FOUNDATION WALL 3 FOUNDATION SECTION 4 FOUND. WALL AT SLAB-ON-GRADE S3.01 18023-41 SCALE: 1/2"= V-0" S3.01 18023-42 SCALE: 1/2"= V-0" S3.01 18023-43 SCALE: 1/2"= 1'-0" S3.01 18023-44 SCALE: 1/2"= 1'-0" Z I I (h V) 2x STUD WALL 2x6 P.T. MUDSILL, PLATE WSHR 04 PER PLAN I & BOLTS PER SCHED. PROVIDE MIN (2) PER WALL SECTION W/ 2x6 STUD WALL #4 xCONT. TOP BARS PROVIDE 2x BLK'G AT 1ST LOCATED WITHIN V-0" BUT PER SCHED. Y3 AND%3 HEIGHT t/>t W NO LESS THAN 4" OF WALL PLY'WD. WALL SHT'G J #4 @ 1'-0"O/C AT CORNERS PER SCHED Z 00 EACH SIDE CONC. SLAB, PER PLAN O O Q CONC. WALKWAY d ° i.i (2)#4 AT TOP P.T. MUDSILL ATTACHED r^ W PER ARCH. DWG'S • OF WALL °• d d PER 12/S3.01 L ILL Q O w 1 ° ° 24 °° 2x6 P.T. O Q U U) ° ° 1 SILL PLATE ° Y Z I #4 xCONT. #4 @ 1'-0" O/C ° 24 NOTE: w w NOTE: WITH PLAN W >- O ¢¢C ° EA. WAY, USE #4 x REFER TO 8lS3.01 ~ w COORDINATE CONNECTION G > PER CONC. SLAB-ON-GRADE 1'-0"O/C a PER PLAN 2'-0" MIN. LAP °O FOR ELEV. PIT Z Z a V-6"x1'-6"x2'-0" DEEP 0/ ILL ARCH. AT CORNERS RAIL BRACKETS. ¢ a- REQUIREMENTS WITH ° ° d af 7) SUMP PIT, COORDINATE W! V Y N of O = U) ELEVATOR SUPPLIER ELEVATOR SUPPLIER PRIOR ° - vd d O U TO DETAILING/FABRICATION. � O #4 @ 1'-6"O/C HORIZ. W/2'-6" • • d a d e Q O ° e Y = W Z CORNER HOOKS, ALT. EA. FACE + ¢ ° (� io #4 xCONT. @ 1'-6"O/C ° 8" - CONT. WATER- , Nab w EA. WAY, TYP. EMBED. PLATE AT ° O 00 � O d @ w ° BRACKET CONNECTION aI `O W/2'-O" CORNER HOOKS c a HOOKED SLAB BAR ° STOP, TYP. SEE 7/53.01 FOR d FOOTING DRAIN V ------- LOCATIONS AS NOTED. PER 9/S3.01 FOOTING DRAIN 4„ ° d SUMP PIT RE- 8" PER GEOTECH g ° ° 1'-3" ° s #4 @ 1'-0"O/C LOCATE BRACKET d CONCRETE PER GEOTECH QUIREMENTS. `� U a • • RIGID INSULATION 8" EA. WAY, TYP, a 8 ° LOCATIONS PER THE SLAB W N COORD. W/ 6" 6" ° PER ARCH. DWGS. TOP AND BOT. ARCH. ° d 1z" 1Z, 1Z" ELEVATOR SUPPLIER. PER PLAN 0: O d ° ° d' ° . -° -° '° d ° ° ° d ° Z) d b , ° e b ° 10„ 7,. s „x10„x1,_3„ d° r- U a - �B `` PROVIDE 3”OF CRUSHED d e d d°° 3" CLR. WITH (6)S S x 6" r C ° �� H.S.A's AS SHOWN. CONCRETE O 9• 1,_2„ 9• @ 0 < H <Y-0„ ° ° 1 ° ° WALL PER AND COMPACTED 3/4' MINUS 3„ d '• ° ° BELOW RET. WALL FTGS. 1'-0" 1'-2" 1'-1" @ 2'-0"< H <4'-0" CLR. (3)#4 AT BOTTOM OF FOOTING, TYP. 3 6„ 1�" DETAIL 6/S3.01 u CLR. 2 EMBED. PLATE V-2" 2'-7" @ 4'-0"< H <6'-0" COORDINATE W/ARCHITECT AND ELEVATOR SUPPLIER 6" 6" DBL. EXTERIOR ELEVATOR BASEMENT LEVEL 1 5 FOUNDATION AT COMMUNITY ROOM 6 ELEVATOR PIT SECTION 7 % SUMP PIT SECTION 8 BRACKET SUPPORT ANCHORAGE FOUNDATION AND S3.01 18023-58 SCALE: 1" = V-0" S3.01 18023-46 SCALE: 3/4" = 1'-0" S3.01 18023-47 SCALE: 3/4" = 1'-0" S3.01 18023-48 SCALE: 1"= 1'-0" FRAMING DETAILS P.T. MUDSILL W/A.B.'S STUD WALL PER SCHED. DISCONTINUE REINF. SAWCUT 1/3 SLAB DEPTH TMR PROD NO. PER SHEAR WALL SCHED. WALL SHT'G PER PLAN OR RUN EVERY OTHER BAR CONC. SLAB, SEE PLAN 18023 PROVIDE MIN (2) PER WALL SECTION W/ 1ST LOCATED (2)#4 xCONT. AT TOP ACROSS JOINT. d ° AND#4 @ 1'-6" O/C FILL )/3 'D' - WITHIN 12" BUT NO LESS Dd 4 09.30.201 9 44 THAN 4" FROM EA END. #4 x2'-6" DOWEL W/4" EMBED. o EPDXY ANCH. INTO STEM WALL P.T. 2x SILL PLATE SHEATHING W/EDGE o 0cYTc 0 rc 0 0 0 -rCIA0 0 0 CONC. WALK PER ARCH. � — @ 4'-0"O/C. EPDXY PER GEN. GYP. WALL SHT'G W/ V0 x 6" SIMPSON NAILING PER SHEARWALL GYP WALL SHT'G COMPACTED/CRUSHED ROCK ;J; H�/// NOTES PER ARCH. 'TITEN-HD'SCREW SCHED. ON SHEET S1.01 PER ARCH IN ACCORDANCE W/SOILS ANCHORS AT 44" O/C 6 2x STUD WALL AND WITHIN 1'-0" OF ALL 2x STUD WALL 2x STUD WALL 2x P.T. SOLE PL W/ REPORT, TYP. z — — — — PER SCHED. ON P.T. SILL PLATE W/A.B.'S/ Q —� PLATE ENDS. PROVIDE PER SCHED. ON y, PL. WASHERS PER SHEAR PER SCHED. ON 0.138"0(MIN.)x CONTROL JOINT 3 6 PR-o3 / SHEET S1.02 STANDARD CUT WASHERS SHEET S1.02 SHEET S1.02 1 ) 11.04.2019 /\71<—, 2'-0" � WALL SCHED. ON SHEET /e" MIN. EMBED. a 'MAX. 7NAT,11N AT NON-SHEARWALL S1.01 INTO CONC. P.A.F. 3/4"0x1'-2"SMOOTH DOWELS @ 2'-0" o FOOTING DRAIN �'�//\ d GS. LOCATIONS. CONC. SLAB, SEEPLAN@ 2'-8" O/C O/C, CENTERED IN SLAB. WRAP OR\� PLASTIC COVER ONE END. o1,_6„ PER ARCH /: d ° d ° d d / D z MIN. Id _ d a d d a _ ° d 'D' ° d d #4 x J� @ 1'-6" O/C d d ° ° d PER ALT HOOKS d d W 3" • _-_ PER - - - o �o�->�,�)0 0 0 of r 0 0 PLAN CLR. 3„ ; a PER 3" � • CONC FLOOR SLAB ° FTG REINF. PLAN CLR. a d PLAN CLR. d d PER PLAN COMPACTED/CRUSHED ROCK a PER SCHED. ° ° IN ACCORDANCE W/SOILS EQ. EQ. THICKENED SLAB TOP & BOT. REINF. < 11 PER PLAN FOOTING PER PLAN PER PLAN PER PLAN REPORT, TYP. z PER PLAN ' S CONSTRUCTION JOINT w 9 EXTERIOR FOUNDATION 10 INTERIOR BEARING WALL 11 INTERIOR SHEARWALL 12 NON-BEARING PARTITION 13 SLAB ON GRADE - JOINT DETAILING S3 * 01 S3.01 18023-49 _ S3.01 18023-50 SCALE: 1"- 1'-0" SCALE: 1" = 1'-0" S3.01 18023-51 SCALE: 1"= V-0" S3.01 8023-52 SCALE: 1" = 1'-0" S3.01 18023-53 SCALE: 3/4"= 1'-0" 0 v pUCTUgq� RETAINING WALL SCHEDULE RETAINING WALL SCHEDULE 9 m 8 \S�EQED PROffSf2o FOOTING WALL FOOTING WALL o S 2, INEgJi' 29 FOOTING REINF. VERT. HORIZ. FOOTING FOOTING REINF. VERT. HORIZ. FOOTING w e l Hw HF LF LT WW Hw HF LF LT WW 3 =0 13,089 BARS BARS DOWELS BARS BARS DOWELS TRANS. LONG. TRANS. LONG. 31 9" 2'-6" 1'-0" #4 @ 16" (3)#4 6" #4 @ 18" #4 12" #4 18" y @ @ 36" T 1' 4" 5'-0" 1'-6" #5 @ 16" (7)#5 8" #5 @ 16" #4 @ 12" #5 16" J 48" a LL 5' 10" 3'-6" 1'-0" #4 @ 16" (4)#4 6" #4 @ 10" #4 @ 12" -1 36" 9' 1'-4" 7'-6" 2'-0" #5 12" OREGON o @ (g>#s e" #s @ 1a" #4 @ 12" #s @ 10" Jas" 4'-0" �a #4 1'-0" 2'-0"O/C SHEATHING AND NAILING PER PLAN a 0 SHEATHING AND NAILING PER PLAN W 5 H� ME ON x�@ #4 x 1'-0"@ 2'-0" O/C (Sr y EXPIRES: 12-31-20 SLAB PER PLAN STUD WALL PER SCHEDULE SLAB PER PLAN STUD WALL PER SCHEDULE z P.T. SILL PLATE, BOLTS, AND P.T. SILL PLATE, BOLTS, AND Z p E WASHERS PER THE SHEARWALL WASHERS PER THE SHEARWALL 0 0 SCHEDULE • I • SCHEDULE a p ° ° ` � a ° d ° q°° ° FOOTING CONCRETE (2)#4 x CONT. AT TOP RIGID INSULATION (2)#4 x CONT. AT TOP W a o PER PLAN RIGID INSULATION PER ARCH. DWGS a, p c PER ARCH. DWGS. I Qg ORIZ BARS • AT SIM: o AT SIM: EACH FACE NO STUD WALL ABOVE. v m SLEEVE REQUIRED Q8 I NO STUD WALL ABOVE, SEE ARCH. DWGS. FOR V c SEE ARCH. DWGS. FOR GUARD RAIL &CONCRETE p p IF LINE IS WITHIN I <4 4 W - p FINISHED I LI BOTTOM OF 2 HORIZ. BARS • I GUARD RAIL& CONCRETE • • EDGE CHAMFER GRADE I EDGE CHAMFER 1 1 REQUIREMENTS. ; FOOTING I REQUIREMENTS. 12 12 0 GALVANIZED STEEL PIPE VERT. BARS = 3 (SCHED 40), 'ABS', OR 3034 ° Q a 3 MIN. PLUMBING LINE PIPE SLEEVE AROUND PIPE g BY OTHERS LOCATED UNDER FOOTING. OVERSIZE HW HW VERT. BARS o TRENCH I� STORMWATER PLANTER EACH FACE BELOW THE FOOTING W/ 1 1/2" CLEARANCE AT TOP MAX, GRANULAR MAX' t o EXCAVATION AS SHOWN. FREE-DRAINING AT SIM. CONDITION • • a BACKFILL GRANULAR TYP• BACKFILL EQ. FREE-DRAINING PER GEOTECH. BACKFILL PER GEOTECH. 2 PIPE SLEEVE PERP. TO FTGS. I FOOTING PER GEOTECH. FOOTING t m \ REPORT DOWELS DOWELS = O BOTTOM OF S3.02 18023-57 SCALE: 1" = V-0" FOOTING DRAIN FOOTING DRAIN 0 EXCAVATION FOOTING BARS PER GEOTECH PER GEOTECH • • = SHALL NOT PER SCHEDULE L a FINISHED GRADE FINISHED GRADE EXTEND BELOW Q HOOKED PER CIVIL DWG'S HOOKED PER CIVIL DWG'S O o w THIS LINE ° TRANSVERSE REINF. TRANSVERSE REINF. %I ~ a d ° 1,_6„ MIN. w `i�y�i�`i'�`i� _ /`i/`i/�`�i`�i�`i� b v o LONG. REINF. LONG. REINF. N 1L TRENCH EQUALLY //`�//`\ /\\%\� EQUALLY %/ %��// /% 1 \ EXCAVATION 2a" d w_ 2" CLR. SPACED //�\�//\/�j�\%j�� - 2" CLR. SPACED O • ` `/�/`��\ < o #4 x AT FTG BARS 1'-6" \` ` 1'-6" (� OD U) j °a ° d MIN. °a d MIN. 24" ° FOOTING BARS ° m —Q ° Am PER SCHEDULE HF 3"CLR. ° HF 3" CLR. ° 10'-0- 024" '6 ° ° PROVIDE 3"CRUSHED ROCK PROVIDE 3"CRUSHED ROCK V \ #4 X AT FTG BARS ° AND COMPACTED%a'MINUS AND COMPACTED%4'MINUS Z WW LT BELOW RETAINING WALL FT'G WW LT BELOW RETAINING WALL FT'G N 2L\ 24 12" LF (3)#4 x CONT.AT BOTTOM LF (3)#5 x CONT. AT BOTTOM CN Z) 1 LONGITUDINAL BARS UNDER LONGITUDINAL BARS UNDER N O WALL ABOVE (10" O/C) WALL ABOVE (10"OIC) 1 UTILITY TRENCH SECTION 3 TYPICAL FOOTING STEP 4 EXTERIOR RETAINING WALL 5 EXTERIOR RETAINING WALL H01 W 53.02 18023-56 N.T.S. S3.02 18023-45 SCALE: 1"= 1'-0" S3.02 180 3-1 7 CAL ' 1" = 70" 8 - Z m STIFF. PL.'S%8' O 3x RIPPED NAILER EACH SIDE AT STIFF. PL.'S%" Ox w PER 9/S4.02 CANTILEVERED 3x RIPPED NAILER EACH SIDE Q O U) END ONLY PER 9/S4.02 O '^ u— V U- 2& W� � a 1„ 1„ NOTE: W } Q 1. STEEL BRACKET ASSEMBLYLu CC O O & SHALL BE HOT DIPPED PRECAST CONCRETE I O G TGALVANIZED PRIOR TO BEING �[ n E " a E • t PAINTED TREADS BY OTHERS V CL oe O E o c ° o o U ° d o N C L l0 L C L L C L N = L L J LL x3"S x0,_6„W/STEEL V Z Z - L � x3"STAINLESS STEEL ° 00 ° CONT. RIM PER PLAN JL 3" RIM PER 2/S4.01, LAG SCREWS I c O Y1e 3/16 -ir DISCONTINUE AT Q U ADHESIVE ANCHORS SCREW ANCHORS WEDGE ANCHORS 3 WF BEAM %x6x0'-g"W/(2)%"0 x3 Ya /� STEEL BM. PER PLAN HSS COL. PER PLAN 12' EMBED. STAINLESS STEEL D W / ` STEEL BEAM EXPANSION ANCHOR (n (HILTI 'HIT-RE500 V3', and (HILTI 'KWIK HUS-EZ(I)) 0 (HILTI 'KWIK BOLT-TZ') 1 x7%x0'-8" CAP PL. I I PER PLAN ALL CUT ENDS A Q ~ HILTI 'HY-200') W/(2)%"0 A325 THRU #10 SELF-DRILLING POST PER PLAN OF TREATED STRINGER p p Q. Z BOLTS INTO BM. I SCREWS @ 1'-0" O/C SHALL BE COATED W/ TREATED NOTE: FLANGE STAGGERED, TYP. PRESERVATIVE PRIOR STAIR POST INSTALLED ANCHOR EMBEDMENT LENGTHS SPECIFIED r C I I STUD WALL PER PLAN TO INSTALLATION STRINGER 1 r < IN THE DRAWINGS ARE MINIMUM NOMINAL VALUES OF KERF PL. Y8 x3 Y2"W/ O O PER PLAN 12 EMBEDMENT(h-nom). THE CONTRACTOR IS RESPONSIBLE �e FURRING STRIP (2)3/4'0 BOLTS W/ STUD WALL p p /6 O FOR DETERMINING THE TOTAL LENGTH OF ANCHOR (h-anchor) EACH SIDE MAX. KERF CUT =Yz' PER PLAN V NECESSARY TO ACCOMMODATE ANY BASE PLATES, WASHERS, SKEW AS REQ'D. CONCRETE ° ° NUTS, ETC. AS WELL AS THE NECESSARY HOLE DEPTHS (h-hole) WALK • • BASED ON CURRENT ICC-ES REPORTS. PER ° °° ° n TYP. ARCHJCIVIL ad. a 6 POST-INSTALLED CONCRETE ANCHOR DETAIL 7 TYP. STEEL BEAM TO HSS COLUMN g STEEL BEAM TO WALL GL 5 1/2 COL. 1' 6" a BASEMENT LEVEL 1 53.02 18023-61 0 3 " S 3— s r' ° A3 SHOWN FOOTING ° ° a FOUNDATION AND 3" • a ° a x CONT. AT TOP AND FRAMING DETAILS PROVIDE ASPHALT MASTIC CLR. BOTTOM ° PER GENERAL NOTE FOR 1'-6" TMR PROD NO. ALL STEEL THAT MIGHT BE 3" 5" HSS COLUMN PER PLAN BELOW GRADE a" 1 I I MIN. CLR. STEEL BEAM PER PLAN SECTION 5/16 2 1 y2", 09.30.2019 PL. %4x11x0'-11"W/(4) 3 THICK WEB TYP. o ANTHREADED 1" NON-SHRINK GROUT INSTALL STIFFENER @ ANCHOR RODS PRIOR TO INSTALLING WOOD I I FRAMING ABOVE OPPOSITE SIDE 9 EXTERIOR STAIR FOUNDATION SECTION a OF CONNECTION. 11„ $ CONC. FTG. PER2 PL. 1x3 Yx0'-3 Y"W/ NOT REQUIRED SCHEDULE NUT TOP AND BOT. IF SHEAR TAB 3", TYP. 3 g� PR-03 S ON BOTH SIDES. 11.04.2019 °, ° SHEAR TAB o 91 a 1' 1 MIN. PER O a ° PLAN 3 SIDES W10 (2)7/8"0 i ° a P a 3/16 A325N BOLTS o 12" W12 &W14 (3) /"O j A325N BOLTS v EQ. EQ. 1/4 AT SIM.: PER PLAN a W-SHAPE CONNECTED z BASE PREPARED IN ACCORDANCE TO EACH SIDE OF WEB. o W/GEOTECH REPORT � SIN HSS COLUMN BASE CONNECTION 14 WF TO TO WF CONNECTION S3.02 18023-92 SCALE: 3/4" = 1'-0" S3.02 18023-96 a SCALE: 1 1/2" = 1'-0" 0 V V g FIUCTUgq� ED PROF PLY'WD WALL SHTG 0g ��X0�91 QPER SCHED .14 8 I PROVIDE 2x BLK'G AT g o o iB,oes #4 xCONT. TOP BARS Y3 AND 2/ HEIGHT 3 # 0" T T OREGON E CH SI PER LAN f��j�j �y 11. 2� CONC. WALKWAY • W z Hp MERW DWGS ARCH. DWG • a+ EXPIRES: 12-31-20 a LLJ a u SI PSON 'ABWZ'WITH Q v ` ■ z 0 Yz"0 DG ALL-THREAD PER CONC. SLAB-ON- RADE 2x STUD WALL © 2x STUD WALL ♦ E + (� C-4 p PER PLAN PER PLAN SIMPSON ' US210' d OD DRILLED INTO SIMPSON 'A34' ARCH. PER PLAN P.T. MUDSILL p, CONCR TE WITH 5" EMBED W!'Z-MAX' 12' 3" 12" WITH ONCRETE EPDXY 1 d CMZ M LUS210' PER 9/S3.01 W/Z-MAX W L 1- #4 @ 1'-6"O/C HORIZ. W/2'-6" • ° fl a a a, p c PER T GENERAL NOTES 2 z ORNER HOOKS, ALT. EA. FACE v CONC. SLAB-ON- PER CONC. SLAB-ON- DECK'G P p P.T. POST PER PLAN. GRADE PER PLAN GRADE PER PLAN WRB AND CLADDING x x io ~ � m AROUND COLUMN PER ARCH. ` EXTER R GRADE ° HOOKED LAB BAR d d V p p ARCH. DWGS IF APPLICABLE EQ. x I PER 9/S 1 v vl l v all W - U G } MIN. v 1'-0" SQ. CONCRETE x x v U a• e a •. RIGID INS LATIONCk = O 3 \/\ e PER AR DWGS. PLINTH WITH (1)#3 CLOSED 1�" DECK JOIST d v e RIGID INSULATION ° RIGID INSULATION a 3 \\�T \\j TIE AT TOP AND CHAMFERED 2 FT'G PER /S3.01 BCH. DWGS. PER ARCH. DWGS. o \� ° EDGES PER ARCH. BEAM PER PLAN PER PLAN o • • d (.�.�.�i�i✓` ° \/\�� ° - ° - ° DECK JOISTS t o V-6" M v e LAP DECK JOISTS DECK JOIST MIN. CONCRETE FOOTING H.D.G. SIMPSON == AND ATTACH W/(6) 0 0 0 0 0 o Q CONC. WALL PER PLAN PER PLAN F a R CLR. ° v PER PLAN WITH 'CC' POST CAP W/ H.D.G. 0.148"0 x3" PR 1 3"OF CRUSHED PER PLAN a P.T. 4x10 LEDGER CONC. WALL a SIMPSON 'DTT2Z'W/ 09 LAN ° d ° (4)#4 HOOKED H.D.G. e"0 BOLTS NAILS AND PACTED%/" MINUS W/H.D.G. %4"0 x4" PER PLAN H.D.G.Y2'0 x4" EMBED. ` m DOWELS INTO BE RET. WALL FTGS. THREADED ANCHOR > CONCRETE PLINTH ° AT SIM: EMBED. THREADED ROD @ 4'-0"O/C = p PER PLAN P.T. POST PER PLAN DECK JOISTS ARE ANCHORS @ 1'-4"O/C ° PARALLEL. W/ EPDXY PER P.T. LEDGER PER Z L GENERAL NOTES DETAIL 4/S3.04 O N f U) 1 EXTERIOR COLUMN FOUNDATION 2 BEAM SECTION 3 EXTERIOR FOUNDATION SECTION 4 DECK TIE AT LEDGER 5 DECK TIE AT LEDGER W ; C4 18023-112 18023-111 -0' S3.04 SCALE: 1"= 1'-0" S3.04 SCALE: 1"= 1'-0" a M m 0 V OD o 22' TYP. PER 12' 12" PLAN 1„ 1„ 12 12 1"0 F1554 GR.55 3' 3' 12' ANCHOR ROD 1 HSS COL PER PLAN 'I flO 11„ 1 I I I I EQ. ❑ 2 2- 2 1 1 PROVIDE 2x BLK'G AT O BOLTS Z EQ. Y2" THICK 22^ 5/16 Y3 AND / HEIGHT N BASE1l' M BOLTS PLATE CN 11" Y2" THICK PL. 1x5Yzx0'-11 N' N O 12' /2 THICK 1?" 2 BASE _ TYP BASE 2 PLATE CONC. WALKWAY I ©E • 2x STUD WALL PER PLAN H 0` J PER ARCH. DWG'S 8 BOLTS 1 ANCHORAGE DOWELS Z O m A n10 AL B CORNER C ANGLED CORNER PE PER 4/S1.01 O Q 2x STUD WALL x STUD WALL v ARC PER PLAN PER PLAN 1, 6„ ° P.T. MUDSILL PER 5/S3.01 � W SIMPSON 'A35' EACH IN. CONC. SLAB-ON-GRADE Q O END OF BLK'G © a PER PLAN O ,^ U CONC. SLAB-ON- SLAB-ON- 3/16 V LL_V GRADE PER PLAN GRADE PER PLAN DECK'G PER ARCH. I HSS POST PER PLAN ST M AL P d Q P.T. 2x12 BLK'G, (2) BAYS I 5/S3.01. 6 ° a Y � Z d (2) 3/4"0 EPDXY BOLTS Lu r 0 Q v --- ---- I @ W/7" EMBEDMENT all v d o 1/4 PL. 1"x3Y2x3Y2W/ v LL EQ' 1 EQ. I NUT TOP AND BOT. ° V Y N T . DECK 1" NON-SHRINK GROUT. v n" � O LL RIGID INSULATION EQ. EQ. PO T PER STEM WALL e ° AT SIM: LU INSTALL GROUT PRIOR TO • ° • • a • HOEDOWN RIGID INSULATION PER PLAN V PER ARCH. DWGS. 7 INSTALLING ANY WOOD d v v ° ° ANCHORAGE O oo H Z ____-_ __ PER ARCH. DWGS. FRAMING ABOVE. d a ° ° NOT REQ'D. O P.T. LEDGER PER v a d U TENSION TIE SIMPSON 'MSTA15' d4 v y e ° a Q CONC. WALL PER 5/S3.04 W/Z-MAX TOP AND DETAIL 4/S3.04 gi i' i' v ° v ° ° a d ° Q PER PLAN v 4'-0"O/C BOTTOM a v a ,i ii ii i� • • • • @ CONC. WALL a' :�i q Ilya - - v e W N PER PLAN v a LLp . - °j - v Ix H_ P.T. LEDGER PER v ea ° a 0 DETAIL 4/S3.04 BEAM PER PLAN © F O IN PE P N. � Z 6" SIMPSON 'MBHU5.50' A W/(2) H.D.G. Y4"O x5" PER 5/S3.01 E BED. PO AN OR HSS BASE 6 DECK TIE AT LEDGER 7 CONC. PANEL ATTACHMENT TO JOISTS 8 CONNECTION AT CANOPY COLUMNS 9 FOUNDATION AT COMMUNITY ROOM S3.04 18023-113 SCALE: 1"= V-0" S3.04 18023-114 SCALE: 1" = 1'-0" 53.04 18023-115 SCALE: 1"= 1'-0" S3.04 18023-116 SCALE: 1" = V-0" BASEMENT LEVEL 1 FOUNDATION AND SEISMIC ROD BY 1 FRAMING DETAILS HOEDOWN MFG, I 4x8 NAILER RIPPED TO COUPLER TO MATCH HOLDOWN STUDS & PANEL/ STUD WALL TMR PRO1 NO. SHTG PER FIT, ATTACHED TO HSS STRENGTH OF ROD STUD NAILING BY ROD MFG. PER PLAN KEYNOTE '11' W/#12 SELF-DRILLING 1 1/2"TYP. THREADED ROD, MATCH SIZE 18023 SLAB DOWELS PER 9/S3.01 STUD WALL ON S2.03 SCREWS @ 1'-0"O/C & STRENGTH OF SEISMIC ROD SLAB DOWELS PER PER PLAN vd (5)#4 x 2'-6" DOWELS AT SILL PLATE PER SHEAR WALL SCHED. DETAIL 9/S3.01 09.30.2019 v 4" O/C CENTERED ON 2" _ ° _d TENSION ROD. DRILL AND CLR. O B - - EMBED. PER 2/S1.01 EMBED. 5" INTO STEM e CONCRETE I WALL WITH EPDXY PER ,_ AT RUN - - • ° IM 5 WALL I THE GENERAL NOTES. a w 'R1' 'R3', ------------ v -- PER PLAN I I 2 #4 HOOKED BARS R4 'RS': a HSS HEADER c I 1 =11/4 HSS TO ° 4°a EACH WAY(5"O/C) L) MATCH d° ° d ° �J v 11.04.20 9 EMBED. 1"x3 Yz''x0'-3 Y" PL. PER PLAN a a e 3" o n12" WASHER & DOUBLE ,� (4 TOTAL PER TENSION a. W BOTTOM OF - v p v TYP JOIST PER PLAN RIPPED HEAVY IN AT BOT. , ° ROD)AT RUN 3'AND '4' O_ PERIMETER CLR. w CONCRETE TO MATCH SLOPE B PLAN VIEW 9 FOUNDATION. ° INTERIOR THICKENED o WALL PER PLAN 2x10 NAILER ATTACHED TO ° 3" CLR. a L SLAB FT'G PER PLAN o HSS W/%"0 THIRD. WELD RETAINING WALL ° AT RUN '6': v c STUDS @ 2'-0"O/C AND AT PER PLAN 3'-0" MIN. w (2)#4 x2'-6" DOWELS @ 8"O/C. • • RETAINING WALL 6" FROM ENDS, EACH SIDE 2'-0" DRILL AND INSTALL INTO PER PLAN RETAINING WALL W/4" EMBED. ° 3/4"x0'-6"x0'-10" EMBED. 2'-0" #4 x 2'-0" W!EPDXY PER GENERAL NOTES PL WITH (4)Y4"O x6" @ FT'G. BARS a H.S.A.'s. #4 x 2'-0" DOWEL AT EACH FT'G. m BAR W/5" EPDXY EMBED. INTERIOR o oo CANOPY SECTION11 INTERIOR ROD ANCHORAGE NEAR PERIMETER 12 BEARING WALL AT RETAINING WALL s S3.04 18023-117 SCALE: 1"= V-0" \'S3.04 18023-149 SCALE: 3/4" = V-0" S3.04 18023-150 SCALE: 1"= 1'-0" SIN 0 u FLOOR SHEATHING SIMPSON 'CS'STRAP NAILER PER PLAN PER PLAN 2x12 NAILER Ep PROF c HSS RIPPED TO FIT a 8 \S1E0. fsf70 3'_0" MIN. S 8 4VyGixF�� y9 (2) ROWS 8d @ 4"O/C (2) ROWS 8d @ 6"O/C 3 0 0 13,089 y 9 s �O'�L tK'! M/ ------------- -- ---------------- NAILER 2x12 NAILER EQ. �H a y OREGON HSS RIPPED TO FIT Zooo , 1 Y4" LSL EQ. Ind CONT. RIM JOISTW rHY MERR�� PER PLAN EQ' 3/16 CLIPS PER 3/S4.03 tin111 a z B SECTION EXPIRES: 12-31-20 Ya"CAP PL. PLATE PER 3/S4.03 2x6 FLAT EQ Y4x5x0'-8" KNIFE PL. W/(6)Y;'ID x1 Y" Ya"CAP PL. BLOCKING AT SIMPSON 'SDS' SCREWS STRAPPING (E) STUD WALL BEYOND SHT'G JV"TH EACH SIDE a SIMPSON 'CS14'x V-0"STRAP SIMPSON 'CSI 4'x6'-0"STRAP r o V o O 2x STUD WALL SECTION SHT'G PER PLAN 6x NAILER RC4 0 PER PLAN �— - - ----------- FIT ATTACWITH J � ---------- - ---- -------------- ` 6x NAILER RIPPED TO SELF-DRILLING o, 1 STRAPPING TO BLOCKING SIMPSON '31"0x3' B SI FIT AT TBHEDWITS e o e 1 w, SIMPSONEA BEAM S' W r TYP FLAT BLK'G PLAN FLAT BLK'G 0 o c (2) 0.131"ID x3 Y4' 2 0. " O @ 1'-0"O/C O 54.03 18023-77 SCALE: 1"= V-0" NAILS @ 2'-0"O/C e e e FOR LENGTH NAIL /C o 0 o e FOR LENGTH 'J 3" OF STRAP - -------- OF STRAP m c _ TYP. -- 1L..-. 1x6x2'_0„ PLY'WD. V o O PLY'WD FILLER I I k` ; ' FLOOR JOIST FILLER EACH SIDE, W - O -- PER 4/S4.03 1 3/4x11 �/ LVL I PER PLAN ATTACHED W/(2) O O O BLK'G AT COLUMN FLOOR JOIST ® ® O ROWS OF 0.131"0 FLOOR SHEATHING PER PLAN 1 %4x11 % LVL BLK'G = O 3 PER PLAN SIMPSON 'CS' SIMPSON 'MSTA24' EACH SIDE OF COLUMN x2 Y2" NAILS @ 4”O/C n 3 EQ. EQ. STRAP PER -- ------- - ------------ CENTERED ACROSS PROVIDE (2) ---- --- - ----------- (2) ROWS 8d @ 4" O/C (2) ROWS 8d @ 4"O/C PLAN HSS SIMPSON 'A35' Y4"O THREADED SIMPSON 'MSTA24' o SIMPSON AT END OF BLK'G WELD STUDS @2x JOISTS PER SIMPSON CENTERED ACROSS HSS t o ----------- ---------- - HSS OUTRIGGER LSSJ210Z', 1/4 (1) EACH SIDE Ei PER PLAN TYP. FROMOEN SNMIN' MATCHPLAN IPPED SLOPE OP1210Z', I I COLUMN PER PLAN W/ 3 2x JOISTS (2) PERLENGTH 2x6 NAILERS ATTACHED t m 1 /4" LSL STUDS THREADED WELD PER PLAN COLUMN PER PLAN W/ HSS OUTRIGGER 1/4 1 I TO EACH SIDE W/Y2'ID x2 Y4 _ CONT. RIM STUDS @ Z-OND MI AND RIPPED TO 2x6 NAILERS ATTACHED PER PLAN I I THREADED WELD STUDS O (2 FROM ENDS MIN. MATCH SLOPE TO EACH SIDE W/Yz"0x2)/4" = L (2) PER LENGTH @ 2'-0"O/C A THREADED WELD STUDS A a @ 2'-0"O/C C o Lo 04 FLOOR JOIST ALIGNED WITH ° 0 a RETURN WALL. PROVIDE ATTACHMENT TO ° ATTACHMENT J ; M DBL. TOP ADDITIONAL JOIST IF REQ'D CONC. STEM WALL STEM WALL PER SHEAR WALL NAILING CONC. STEM WALL TO STEM WALL m N PLATES TO ALIGN WITH WALL. PER PLAN a 8/S3.04 PER SCHEDULE PER PLAN c PER 8/S3.04 t o C0 4SHWALL NAILING SECTION (� STUDS PER PLAN PER SCHEDULE A A SECTION 2 STRAPPING TO JOIST 3 CANOPY SECTION 4 CANOPY SECTION S4.03 18023-78 SCALE: 1" = V-0" Istv 18023-81 SCALE: V= V-0" 5 3 18023-82 SCALE: 1" = 1'-0" i r� Z M N C14 Z) CV 0 HOLDOWN PER SCHED. V>t LL! ON SHEET S1.02 Z 0 m 2x6 STUD WALL AND SHEAR WALL 2x6 STUD WALL AND SHEAR WALL SHEAR WALL O ALL CUT ENDS SH'TG PER PLAN NAILING PER SH'TG PER PLAN NAILING PER 2x6 STUD WALL AND NAILING PER C 0 Q OF TREATED STRINGER SCHED. SCHED. SH'TG PER PLAN SCHED. L � SHALL BE COATED W/ BOTTOM PL. PER 1/S4.01 BOTTOM PL. PER 2/S4.01 LC PRESERVATIVE PRIORFLOOR NAILING FLOOR NAILING FLOOR SHT'G FLOOR NAILING Q O TO INSTALLATION FLOOR SHT'G PER PLAN PER PLAN FLOOR SHT'G PER PLAN PER PLAN PER PLAN PER PLAN 0 '^ LL. W DECKING PER V V ILL 77-7-7 SIMPSON 'HUCQ'(HDG) ARCH. DRAWINGS 1"GAP 1" GAP 1" GAP Q U HANGER AT EACH 2 2 2 STAIR STRINGER DECK JOISTS PER PLAN W � � Q CONCRETE TREADS FLOOR JOISTS W 2 O RIM BM PER PLAN PER PLAN RIM BEAM PER PLAN 14A ® RIM BM PER PLAN V !� N PER 9/S3.02 0 TREATED WOOD V H Z Z STRINGER PER PLAN � ---- 1 3/4" LVL BLK'G NOTE: FLOOR JOISTS PER PLAN @ 2'-0" O/C, MAX. FLOOR JOISTS 0 � H PER PLAN SEE DETAILS 6/S4.03 AND 7/S4.03 O SIMPSON 'A35'ALONG RIM 7 1 FOR ADDITIONAL ATTACHMENT U r- -� SIMPSON 'A35'ALONGRIM Q --- J INVERTED HANGER BM PER PLAN /SHEAR WALL Y4"O x 6" SIMPSON 'SDS' INFORMATION. r PER 9/S4.03 BEAM @ 2'-8"O/C Ya'ID x6"SIMPSON 'SDS' HOEDOWN PER SCHED. D SCHED. SCREWS @ 8"O/C, SCREWS @ 8" O/C, ON SHEET S1.02 NOTE: W N 11 TREATED BEAM STAGGER AT 2" HANGER PER 6/S4.01 STAGGER AT 2" >_ PER PLAN HANGER PER 6/S4.01 2x6 STUD WALL AND AT SIM., FLOOR JOISTS ARE 2x6 STUD WALL AND 2x6 STUD WALL AND SH'TG PER PLAN PARALLEL W/RIM BOARD. � Z (2) S" LONG FASTENMASTER SH'TG PER PLAN SH'TG PER PLAN Q HEADLOCK WOOD SCREWS r < CENTERED ON STRINGER (2"O/C) r 5 TOP STRINGER CONNECTION 6 WALL SECTION 7 WALL SECTION 8 WALL SECTION AT HOLDOWN 0 V S4.03 1802786 SCALE: 1"= V-0" S4.03 18023-87 SCALE: 1"= V-0" S4.03 18023-88 SCALE: 1" = V-0" 54.03 18023-89 SCALE: 1"= 1'-0" HOLDOWN STUDS PER HOLDOWN SUPPLIER TENSION ROD PER HOLDOWN FLOOR FRAMING SUPPLIER. ROD DETAILS 3116 H.D.G.%x3 Y2FLAT BAR 4" MIN. WELDED TO PL. MUST BE GUARD RAIL H.D.G.Yzx3" FLAT NAILER TOP AND BOT. PER 10/54.03 P.T. 2x12 BLK'G 2 BAR @ 4' " O/C H.D.G. 10 GA. A DISCONTINUE FLANGE PL. WELDABLE AMATERIAL. TMR PROD NO. -0ATTACHED W/%'0 THREADED AT HOLDOWN LOCATIONS BAYS @ 4'-0"O/C MAX. PERFORATED WELD STUDS @1'-6" O/C AND BOTTOM PL. AND COUPLER NUT 18023 INVERTED SIMPSON MAX. © STEEL SHEET 2„ AT 6" FROM ENDS FASTENERS PER SCHED. PER HOLDOWN LUS210Z' 3'-6" PER ARCH. 3,_6„ SUPPLIER MIN. PROVIDE (4) H.D.G. 0.148"0 SIMPSON 'A35' DECKING MIN. WOOD Z 09.30.2019 DECKING PER x3" TOE NAILS INTO BM EACH END OF BLK'G ARCH. DRAW NGS PER ARCH. H.D.G.Yzx3" 11„ NAILER ° AT EACH JOIST DRAWINGS FLAT BAR 2 f 1 ® Yz"x4"x0'-8"STEEL PL. Q EQ. CENTERED ON 3/16 1 ® EQ STEEL BE AT RUN TYPES'R1', 'R3', 4 1 ® PER PLAN 5/16 � AND 'R6' PROVIDE/x6x0'-8" 8 PR-03 5-" 11.04.2019 2k66 0 HSS COLUMN PROVIDE(2)Y<"0 x3 Yz" DBL. TOP PL. A SECTION W P.T. END BM --- --- PER PLAN I I W SHAPE PER PLAN SIMPSON 'SDS'SCREWS A 0 COUPLER NUT PER o SIMPSON 'MSTA15' @ 1'-4"O/C FOR LENGTH HOEDOWN SUPPLIER o PER PLAN SIMPSON 'H2.5A' PL.Y2x6YzxV-10"W/ ( ) OF SHEAR WALL W/Z-MAX. TOP AND 1 Yz" WT 5x15x0'-9"W/ 3 w (2)SIMPSON 'DTT2Z' @ 2'-0' O/C BOTTOM (4) H.D.G. 5/s"0 x5" MAX. ( 4'-0"O/C W/H.D.G. LAG SCREWS 7/8"0 A325 THRU BOLTS TENSION ROD PER HOLDOWN P.T. BEAM PER PLAN I SUPPLIER, ROD WELDED TO PL. Y2"H x5" LAG SCREWS (2)SIMPSON 'DTT2Z' TREATED BEAM MUST BE WELDABLE MATERIAL. @ 4'4"O/C W/H.D.G. PER PLAN 5/16 4" MIN. PROVIDE TAKE UP DEVICE BR. a P.T.JOISTS PER PLAN Y"O x5" LAG SCREWS FOUNDATION ANCHOR AND 4'-0" MAX. STEEL BEAM o 1 11 TYP. HOLDOWN W 9 CANTILEVERED DECK SECTION oo DECK SECTION PARALLEL WITH JOISTS HSS / BEAM CONNECTION 12 TO STEEL BEAM CONNECTION S4 * 03 S4.03 18023-90 SCALE: 1" = V-0" S4.03 18023-107 SCALE: 1" = V-0" S4.03 18023-119 SCALE: 1" = 1'-0" S4.03 18023-131 SCALE: 3/4"= 1'-0" r 6 0 V