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Plans (2) Bt- P2014 00157 M GENERAL STRUCTURAL NOTES STRUCTURAL INSPECTION AND TESTINGS �► - � � � M A. All construction shall be inspected in conformance with the 2012 Edition � � TABLE T.1 SHEARWALL SCHEDULE '2,3,x,9 A TYP CODE- International Building Code. 1 -T 1 3 2014 o �°V° All material and workmanship shall conform to the requirements of the 2012 B. All items noted as required special inspection per the International � �D � 0 M cn ASSUMING ALL FRAMING AT SHEAR WALLS ARE DOUGLAS FIR q p p p UIYUi RGARa O o M International Building Code. x,17 0 kn o g Building Code 2012 Edition in accordance with section 1104, shall be p ��, A4 B G D E F (� Hro 8,11 J I1 C TYP p y q p p ULDING Dl''�.SION = performed b a ualiFied arson who can demonstrate competence etence For c�19 � IV DESIGN LOADS- (Building Occapancy Category III) the particular type of construction being inspected. The special N 0 o WALL SHEATHING PANEL EDGE FIELD REMARKS ROOF BLOCK BOTTOM PLATE TO RIM JOIST RIM JOIST TO SILL PLATE CONNECTION H A. Floor live load 40 sf a 0 TYPE NAILING NAILING TO DOUBLE DBL. TOP SILL PLATE J p inspections shall be performed in addition to the inspections required MCon a PLATES 3/4" FLOOR 12 1 1/8" FLOORI3 DOUBLE (DIAMETER x 10" LONG THICKNESS SHEAR B� Deck live load (00 psF by the International Building Code, The plans and Specifications, The TOP PLATES SHEATHING SHEATHING TOP PLATES ANCHOR BOLTS) Common live load 100sF p Architect of Record, and the Building Officials. 15/32" CDX ad NAILS a ad NAILS a - A35 CLIPS 10d NAILS a A35 CLIPS 1/2" DIA. 5/8" DIA. 2x 260 Storage live load 125 par ® „ „ „ 16d NAILS a I(od NAILS a „ „ Office live load 50 psF ITEM CONTINUOU53 PERIODIC3 COMMENTS w PLYWOOD 6 O.C. 12 O.G. � 20 O.C. 6 O.G. � 20 O.C. x 3'-0 O.C. x 4'-0 O.C. PLF STAGGERED 6 O.C. 4 O.C. �o B. Roof live load 20 par J C. Roof snow load 25 per SOILS 15/32" CDX ad NAILS a ad NAILS a - A35 CLIPS 10d NAILS A35 CLIPS 1/2" DIA. 5/8" DIA. 2x 350 Snow exposure factor Ce= 1.0 ® 16d NAILS � 16d NAILS � Grading, Excavation 4 Backfill Bu Geotech, PLYWOOD 4 O.G. 12 O.G. a 14 O.G. 4 O.G. 14 O.G. x 2'-0 O.G. x 3 -0 O.G. PLF Thermal Factor Ct= 1.0 STAGGERED 4 1/2" O.C. 3" O.G. Importance Factor 1.10 Final Foundation Inspection By Geotech. D. Basic wind speed 100 mph (3) second gust •� 15/32" CDX ad NAILS a ad NAILS a - A35 CLIPS 10d NAILS a 16d NAILS a (2) ROWS 435 CLIPS 1/2" DIA. 5/8" DIA. 2x 380 EXTERIOR WALL Importance Factor 1.15 PLYWOOD 4" O.C. 12" O.C. 9 14" O.G. 4" O.C. 4 1/2„ OC 16d NAILS e a 14" O.C. x 1'-0" O.C. x V-4" O.G. PLF Wind exposure B CONCRETE STAGGERED 5" O.C_ E. Seismic design category D Importance factor 125 Reinforcing Placement X 11y O 15/32" CDX 8d NAILS a 8d NAILS a - A35 CLIPS 10d NAILS a (2) ROWS 435 CLIP5 1/2" DIA. 5/8" DIA. 2x 490 Spectral res PLYWOOD 3" O.G. 12" O.C. a II" O.G. 3" a Irod a O.C. Irod NAILS d NAILS a II0-c-O_ x 0'-8" O.G. x 1'-0" O.G. PLF S f once accelerations as 0.93 S1= 0.34 Reinforcing Welding Ref. Note C STAGGERED 3 1/2" O.C. 4" O.C_ Site class D � Spectral response coefficients aci 0.699 ScI 0.390 Anchor Bolts 4 Inserts X r O 15/32" CDX Sd NAILS a ad NAILS a BOTH SIDES A35 CLIPS 10d NAILS a (2) ROWS A35 CLIPS 1/2" DIA. 5/8" DIA. 2x 520 A TYP Seismic-force-resisting system(s) Asce1-05 Method 12.S:A.13 4 G.I Preparation of Test Specimens F'c>2500 si „ ,� ,� „ 16d NAILS a ,� „ K� p p PLYWOOD O.G. 12 O.C. OF WALL a 10 O.G. 3 O.G. 16d NAILS a a 10 O.G. x 0 -8 O.G. x ]'-Oil O.G. PLF Design base shear V= 0.125 W STAGGERED 3 O.C. 4" O.G. C TYP Seismic response coeFficient(s) Cs= 0.125 Concrete Placement 15/32" CDX ad NAILS a Sd NAILS a BOTH SIDES A35 CLIPS 10d NAILS a 16d NAILS a (2) ROWS 435 CLIPS I/2" DIA. 5/8" DIA. 2x 5Response modification Factor(s) R= 6.5 Exox99 H y Anchor Placement X PLYWOOD 4" O.C. 12" O.C. OF WALL a 1" O.C. 2" O.C. 2 3/4" O.C. I66 NAILS a a 1" O.C. x 0'-6" O.C. x 0'-8" O.C. PLF J Expansion Anchor Placement X STAGGERED STAGGERED 3 1/2" O.G. B GENER�L- 15/32" CDX ad NAILS a ad NAILS a BOTH SIDES A35 CLIPS 10d NAILS a (2) ROWS (2) ROWS 435 CLIPS 1/2" DIA. 5/8" DIA, 3x5 160 A. Contractor shall be responsible for all construction methods, techniques, PLYWOOD 4" O.C. 12" O.G. OF WALL a 1" O.C. 2" O.C. 16d NAILS 9 Irod NAILS a a 1" O.G. x 1'-0" O.C. x I'-4" O.G. PLFsequencing and safety required to complete construction. STRUCTURAL STEEL B. Contractor shall verify all dimensions and details prior to proceeding with constuction. All discrepancies shall be approved by the Architect g g g O STAGGERED 4 1/2" O.C. 2 3/4" O.G. High Stre th Bolting A325a"A4908'5 O 15/32" CDX ad NAILS a ad NAILS a BOTH SIDES A35 CLIPS 10d NAILS a (2) ROWS SIMPSON SDS A35 CLIPS 1/2" DIA. 5/8" DIA. 3x5 980 or Engineer of record. Welding of Anchors 4 Studs PLYWOOD 3" O.C_ 12" O.C_ OF WALL a 5 1/2" O.G. 2" O.G. 16d NAILS a 1/4x6" SCREWS a 5 1/2" O-G. x 0'-8" O_G_ x 1'-0" O.G. PLF C. Contractor shall verify all required openings on Architectural, Mechanical STAGGERED 3 1/2" O.C. 5 1/2" O.C. and Electrical plans. Welding Stairs/Railing System 15/32" CDX Sd NAILS a ad NAILS a BOTH SIDES A35 CLIPS 10d NAILS a SIMPSON SDS SIMPSON SDS 435 CLIPS 1/2" DIA. 5/S" DIA. 3x5 1280 Embedded Plates FauND�TIoN� _ _ PLYWOOD 2" O.C_ 12" O.G. OF WALL 9 4 1/2" O.G. 2" O.G. 1/4x6" SCREWS 1/4x6" SCREWS a 4 1/2" O.G. x 0'-6" O.G. x 0'-8" O.G. PLF INTERIOR WALL g g e J A. Footing have been designed For a maximum allowable soil bear�n STAGGERED 4" O.C. 4" O.C_ pressure of 1,500 psf on native material or properly compacted structural fill. SHOP WELDING B. All footings shall be constructed as shown on the plans and in accordance Single Pass Fillet Welds < 5/16" X Ref, Note 4 with Columbia West Engineering, Inc., report For job number 13116 dated June 20, 2013. Fillet Welds > 5/16" ReF, Note 4 FOOTNOTES C. No excavation shall be made below any Footing closer than one to one Partial/Complete Penetration ReF. Note 5 I. NOT ALL WALL TYPES SHOWN MAY BE USED ON THIS PROJECT. A TYP slope to the bottom of same. 2. BLOCK ALL PANEL EDGES UNLESS NOTED OTHERWISE. ad NAILS C TYP D. All bottom of exterior Footings to be a minimum of 24" below Finish grade. 3. ONLY AT SHEAR WALL LOCATIONS. a 6"o.1 C TYP E. Back fill all pipe trench excavations below footings with lean concrete FIELD WELDING 4, 3/8" OR -116" O.S.B. (PS2-92 GRADE) MAY BE USED IF APPLIED DIRECTLY TO FRAMING (UN.O.) F to the bottom of the footings- AND STUDS ARE SPACED A MAXIMUM OF 16" O.G. OR PANELS ARE APPLIED WITH LONG D B B F Single Pass Fillet Welds S 5/16" X ReF. Note 4 DIMENSION ACROSS STUDS, CONCRETE- Fillet Welds > 5/16" Ref. Note 4 5. 2x SILL PLATES MAYBE SUBSTITUTED FOR 3x PLATES IN SEISMIC CATEGORIES "A" "B" or "C" A. Concrete to develop a unit compressive stress of 2,500 psi minimum at C) CD 10d NAILS p p p (,� 6. USE EITHER 1/2" OR 5/8" DIAMETER ANCHOR BOLTS. (2) ANCHOR BOLTS MIN. PER PLATE. a "oc TRUSS 28 days per I.B.C. section 1905 with 5 sacks of cement/ cubic yd. minimum. Partial/Complete Penetration Ref. Note 5 M 1, WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING: IS LESSN 00 THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL (UNG) D 10d NAILS REINFORCING STEEL FOR CONCRETE- C.6 ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER E TYP G a 6"o.c. A. All reinforcing steel shall be rail steel deformed bars conforming to Prefab. Construction Ref. Note 7 '� � AND NAILS ON EACH SIDE SHALL BE STAGGERED. E TYF' G ASTM Aro 15, rade 60 bars except where welding is required use A106, C'7 � B TYP (UN.O_) g p g q 8. A 1/2" OR 5/8" DIA. SIMPSON WEDGE-ALL ANCHOR OR EQUAL MAY BE SUBSTITUTED. grade 60 bars. �_ O O EMBED BOLT 2 3/4" INTO CONCRETE. B. Details of reinforcing steel shall conform to ASTM Manual of Standard WOOD LO 9. SHEATHING ON SHEARWALLS SHALL NOT BE INTERUPTED BY ANY WALL BUTTING INTO A TYP practice, Code of Standard Practice for detailing reinforcing materials, ■L^♦ L X SHEARWALL_ B E TYP B B E TYP by CTSI and WCRSI (latest edition). Plywood Nailing X W O 10, IF PLYWOOD NOT FULL HEIGHT TO DOUBLE TOP PLATE. C. All concrete slab reinforcing steel shall be supported at the required ^♦ LL 11. STEEL PLATE WASHERS, 1/4" THICKx3"x3" REQUIRED BETWEEN SILL PLATE AND ANCHOR g pK� q Noldown Installation X W C heights b approved bolsters. BOLT NUT. A TYP A TYP A TYP g y pp '5 O_2' 12. USE COMMON NAILS D. Provide Bcorners and intersections.-0" X 2'-0" corner bars For all horizontal wall steel at all 1. The items marked with a 'X' shall be inspected in accordance with 2012 � '� C 13. USE OX NAILS I.B.G. Section 1104 b a certified special inspector From an established V/ w ItoE. Unless detailed otherwise, place (2) 5 under, and (2) 5 each side of all y p p O wall openings± vertical bars full height, horizontal bars opening plus 2'-0" test agency. For material sampling and testing requirements, refer to the C: Lo each side, minimum. material sampling and testing section, the project specifications and the ' ' I CU UJ F. Splices shall be lapped 36 bar diameters or 2'-0" minimum unless specific general notes sections. The testing agency shall send copies W U O detailed otherwise. of all structural testing and inspection reports directly to the Architect, TABLE T.2 HOLDOWN SCHEDULE engineer, contractor and building official. Any materials which fail to meet V j ti REINFORCING PROTECTION- the project specifications shall immediately be brought to the attention ANGIHOR ANCHOR EMBED. WOOD ANCHORAGE INTER. FOOTING ALLOWABLE A. Concrete deposited against earth = 3 inches of the architect. All discrepancies shall be brought to the immediate ^♦ C B. Concrete formed surfaces exposed to round or weather: MARK HOEDOWN BOLT SIZE LENGTH MEMBER TO WOOD DETAILS ONLY Cin. SQxTHK) LOAD (lbs) attention of the contractor For correction, then, IF uncorrected, to the (D p g deli n authority and to the building official. The special inspector L CD (10) 10d PER DETAILS _ 05 rebar and smaller = 1 1/2 inches. proper 9 y g pC � HDI LTT20B 55TB16 5/8"� 1258" C2) 2x STUDS 1500 "6 rebar and larger = 2 inches, shall submit a final signed report stating whether the work requiring to O NAILS 11 4 12/54.1 C. Slabs = 3/4 inches. special inspection was to the best of the inspector's knowledge, in (22) Ed PER DETAIL - conformance with the approved plans and specifications and the HD2 GS16x55" - - - 2x STUD 1105 � E NAILS 1/553 STEEL- applicable workmanship provisions of the code. Special inspection CC) 0 A. All structural steel later, and shapes to be ASTM A-36 CF 36,000 psi). testing requirements apply equally to all bidder designed components. N ,� (30) ad PER DETAIL - fc Ic y= p q HD3 C614x&0` - - - 2x STUD NAILS 1/553 2490 B. All anchor bolts to be ASTM A-301 minimum. 2. Special inspection is not required for work performed by an approved Q M fn C. All structural steel bolts to be ASTM A-301• Fabricator per 2012 I.B.G. section 170422. (6) SDS 1/4"x PER DETAILS 3. Continuous special Inspection means that the special inspector is on site HD4 HDU2 SSTB20 5/8 � ](05/811 (2) 2x STUDS 21/ " SCREWS 11, 124 16/54.1 24"44"x20112960 D. All steel tube columns to be A5TM A-500 grade B lFy=46,000 psi). I� fc Ic Ic E. All welding to be done by AWS certified welders and shall conform to at all times observing the work requiring the s pecial inspection (2012 (2ro) trod PER DETAIL - A.W.S., A.I.S.C., I.B.G., and other applicable codes. I.B.G. section 1104). Periodic special inspection means that the special HD5 MST48 - - - C2) 2x STUDS 3215 pp inspector is on the site at the time intervals necessary NAILS 1/553 F. All wedge anchors to be Simpson Wedge-All or approved equivalent. I� y to confirm that all (10) SD5 1/4"x PER DETAILS G. Fabrication and erection shall conform to the specifications set fourth work requiring special inspection is in compliance. ND6 IHDU4 SSTB24 5/8"d) 205ia" (2) 2x STUDS 21y" SCREWS 11, 124 16/54.1 24"x24"x24" 3325 4. All welds shall be visual) inspected, � in the Steel Construction Manual of the RISC and the Standard Code For y 1� ARC and Gas Welding in Building Construction. 5_ All complete penetration welds shall be tested ultrasonically or by using (40) 16d PER DETAIL approved method. HD1 MST60 - - - C2) 2x STUDS NAILS I/553 5240 pp STRUCTURAL WOOD- 6. Periodic special inspection is only required For welding of ASTM A706 (20) SDS 1/4"x PER DETAILS „ „ „ A. All sawn lumber, including stud wall framing, to be No. 2 rade Douglas reinforcing steel not greater then No. 5 used for embedments, provided ND8 HDUB SSTB28 7/8 ¢ 24-1/511C2) 2x STUDS 21/ " SCREWS I1, 124 16/S4.1 30 x30 x28 5980 g g' g g the materials, qualifications of welding procedures and welders are � Fir Larch, except 6x lumber or larger to be No. I Douglas Fir Larch, per q g (54) 16d PER DETAIL I.B.G. section 2303.1.1.. verified prior to the start of work: periodic inspections are made of ND9 M5T12 - - - (2) 2x STUDS 6130 B. The contractor shall Furnish and install all bolts and plates as required work in process: and a visual inspection of all welds is made prior to REVISIONS: NAILS I/S53 to complete the job. completion or prior to shipment of shop welding. 7 C20) SDS WPER DETAILS „ „ 7. Inspection For ND10 HDUB SSTB28 7/8 � 24�8 6x6 POST 2��i" SCREWSS II, 124 16/54.1 30 x30 x28 reFabricatecl construction shall be the same as if the 1315 C. All bolt heads and nuts bearing on wood to be provided with standard h Ic cut washers, except where otherwise shown. material used in the construction took place on site. Continuous (30) SDS 1i4"x PER DETAILS „ „ „ D. All wood members in contact with concrete, masonry or exposed to weather inspection will not be required during prefabrication if the approved HDII HDUII 581x30 I 24 6x6 POST 211 " SCREWS 11, 124 16/54.1 30 x30 x28 8315 y p agency certifies the construction and Furnishes evidence of compliance. � shall be pressured treated. g y p (36) SDS 114"x PER DETAILS E. Fasteners in contact with preservative-treated wood shall be of hot- 8. Snug tight. HD12 HDU14 PABB 8 6x6 POST 21/2 SCREWS 11/54.1 30 x30"45" 10170 dipped zinc coated galvanized steel, silicon bronze or copper. Fasteners 9. Turn of the nut method. other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc-coated steel with coating C. Contractor to retain an approved special inspector to observe and weights in accordance with ASTM B 695, Class 55 minimum. Connectors that approve all high strength bolt installations. 6 are used in exterior applications and in contact with preservative- treated wood shall have coating types and weights in accordance with STRUCTURAL OBSERVATIONS- the treated wood or connector manufacturer's recommendations. In the A. On site Contractor is to contact Engineer of Record 48 hours before 12 2 absence of manufacturer's recommendations, a minimum of ASTM A 653, building Framing is at 659. and 95% complete. 0 1 j type G185 zinc-coated galvanized steel, or equivalent, shall be used. ORIGINAL DRAWING N 2 2 /1 Exception: Plan carbon steel Fasteners in 85X/DOT and zinc borate 2 2 I preservative-treated wood in an interior, dry environment shall be STAMPED BY \\ /� permitted. DANIEL S_ GREEN. P.E. I I I H F. All nailing not shown shall be called for in I.B.G. table 2304.9.1, Fastening OREGON # 18520 2 Q1 2 2 QI 2 schedule. DATE: -1/11/14 a a G. Roof sheathing shall be 15/32" CDX plywood with a span rating of 24/16. I 1•<0<21" H. Floor sheathing shall be 3/4" CDX plywood with a span rating of 40/20. I l/ / Oj 2 ZONE 01 = 134 psF OR -213 psF GLU-L M BEAMS- A. Beams to be built in accordance with "Standard Specifications for PROJECT TITLE: L - 2 - ZONE "2 = 13.4 per OR -310 psF Structural Glued Laminated Members of the American Institute of Timber ZONE 03 = 13A psf OR -542 par Construction". B. Glued-laminated members shall be laminated from Coast Region Douglas N HIP ROOF Fir lumber and shall be 24F-V4 structural grade For simple span members and 24F-VS structural grade for continuous and cantilevered members. e` FLOOR JOIST- A. Floor joist manufacture's design shall include required bearing, bracing, blocking, fastening and attaching devices of carry the design loads. B. Floor joist to be designed to carry loads as shown or noted on plans. C. Erection and installation shall be in accordance with the specifications set fourth by the manufacturer. D. The joist manufacturer shall supply all joist, associated load transfer 5 H blocks, hangers, bracing, and blocking as required to complete the Floor 5 0 O joist framing. 12' ROOF TRUSSES, � yoC'� 5 5 A. Roof framing members shall be designed to support the specified loads and limit maximum total load deflection to L/240 of the span. c� ZONE 4 = 232 psF OR -25.1 par 1/240 OF THE SPAN. + 6 12 ZONE 5 = 232 psF OR -31.0 per B. ROOF truss manufacturer's design shall include required bearing, bracing, v� blocking, fastening and attaching devices to carry the specified loads. C. Roof trusses to be designed to carry all loads noted in the "Snow Load [� Analysis For Design" Published by the Structural Engineers Association OF Oregon (Latest Edition). D. Erection and installation shall be in accordance with the specifications - 6 6 6. set Fourth by the manufacturer. w E. The roof truss manufacturer shall supply all trusses, associated load a/ Q transfer blocks, hangers, bracing, blocking and beveled plates as 2' 3 -2- 3 3 2- 3 to complete the roof truss framing. 1.4 DEFERRED SUBMITTALS- a I I 13.4 psF OR -21-3 psF 1. MANUFACTURED TRUSSES I I I I 0 � x 2 Ol122101 2 H I I I I 1`<0<21` I I I I SHEET TITLE: 12' 3 2 3 3 2 3 ZONE 01 = 13.4 psF OR -213 psF STRUCTURAL ZONE "2 13.4 psf OR -31.0 psF NOTES and GABLE ROOF ZONE 03 = 13A psF OR -542 psF SCHEDULES ROOF COMPONENTS AND CLADDING ZPROJECT EY: SHEET: G (LOADINCz DIAGRAMS) #: SCALE: N.T,5, 140601 S1 . 1 DATE: 7/11/14 i PAD FOOTING SCHEDULE M � � MARK FOOTING SIZE ALLOWABLE REINFORCEMENT REMARKS CA rn 2 (Ft.xFtxl2 in.(UNO) LOADS (kips) (each way) -o M 000o y y 54.1 P TYP 841 54.1 TY S2'IA COLUMN SCHEDULE P-I 2x2 (0.0 (4) #4 BARS - o �"" OM 8 z e z LL U� C`, SQ/ ^ 0 �Q/ COLUMN COLUMN SIZE TYPE AND GRADE P-2 2.5x2.5 9.3 (4) #4 BARS - p O ...� 8 a z P-3 3x3 13.5 (5) 04 BARS LL 10 TYP 2 TYP - - - - - Q ? CI (2) 2x(o #2 DFL N� ' U 54.1 54.1 � - - - - - - - P-4 3.5x3.5 18.3 (ro) #4 BARS = - _- - ===_---'--_- ---------._. ---__._ -_ _._....._.-_ C2 (3) 2 x(o #2 D F L - - - - - - - - - - P-5 4x4 24.0 (9) #4 BARS - o/� F-I G3 roxro #1 DFL u I I I ------- P-ro 4.5x4,5 30.3 (II) 04 BARS ___........__.. _._._.__......_. _ G4 6x8 #1 DFL --- -------- I - - - - - - _...}f I - - - P--1 5x5 315 (12) 04'BARS - - - - - - -; G5 TS 311/2x31/Zxl/4 4�o ksi U\ I �`, J ; - ---- P-8 5.5x5.5 45.3 (15) 04 BARS - I I i i Gro TS 4x4x1/4 4�o ksi �w �� I I i l �____._ P-9 &Xro 54.0 (11) #4 BARS - F-I F-2 i I I ! = C1 TS 5x5x1/4 4C ksi I ! P-10 h.5x(o.5 X03.3 (18) #4 BARS - # 9 1 I _ � \` � i � I-5a I ! ; ' � G8 TS �ox�oxl/4 4C� ksi v1 TYP 54.1 I � ---'----'- 3 I P-11 1x1 135 (18) 04 BARS - I-� T==_= G9 TS 5x5x/4 Oro ksi P-12 1.5x15 84.3 (22) 04 5AR5I-A-A I - I - - 11 i===!1=--- 1'- I �......... j 5 BAR 12' o.c S ' - � - 105 P-13 125x125x28" - 6 TOP 4 (15) # 5 2 I - - C`, G� \ I..._ __ 3 i \l. 5AR5 -S BOTTOMO ._..__._.- 54.1 i , TYP _---_ -- of__________-_- - --'-P i I I ---- - ---._._._._._.____ TY i .. - i j_ --- I I ..1..--, -- 3 TYP L = _.- :W;_W_, ==; _ - I �- NOTES 541 �_.._._.� I. REFER TO DETAIL 1/85.1 FOR NAILING SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/85.1 8. COORDINATE w/ MECHANICAL DRAWING=S FOR HVAC DUCT 51ZES P2 ! 3 - - - ! - - - - , , L_.,.._ ; 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. G� _ !-_ -_____ _ _-_______-_- -- _"-- E 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTIINUITY. 9. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 #2 DFL (UN.O.) U.4 - - - - _ - - J y! A_ - - - - - - - - - - - - j ...-- 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/552 Z _- _ _ � I �� " ----- cl I ----•- - r --I (o. SOLID BLOCKING IN FLOOR J015T SPACE REQUIRED UNDER ALL FOUNDATION PLAN _ .........__._._._._._...._._... - pK ; �l +� WOOD COLUMNS. BLOGKINCs TO BE SAME CROSS SECTIONAL .._._._.._.__....---... -_s_...._.. 1 1,-- - L ....... U� i U� _ 0 \52-IA/ I/S"=I.-0„ AREA AS GO MN . m.: - - - - - - - - - - - - - --- -:j J ---__... -_ --T-- _.__..._._...._._- uoI�RIDCR DRAWING NOTES GI3 _ .-___ ----- _._...__._ - - ,- '_ _.,,+ter - ! ,._.__............_._ P2 TYP 54.1 \9 �hlr - -- c� , '®42 I MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 (______._.__ O - ,- I 0 2O STAIR SHAFT 4 FRAMING PER DETAILS ro/5,5 \� I - 541 T..._._. --__ ---_ .. -- .-�- I" -- I 1�1I f ILL li I I I 1' O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 C c (1 I ...._rll ............_ it TYP,........._.. _....�� ; ; �' - II - +-- - `1 I i I i ® ELEVATOR SHAFT 4 FRAMING PER DETAILS IS/552, 3/55.5 4 14/55.5 ;i_........_.I �1 -_ _-1---4 �� I i !� O (3) 13/4"X51/z° LVL HEADER + CUT-OUT RIM BOARD FOR HVAC DUCT, Iz - ' 5 I ---'------- _ ------'------'-� F-2 I _ ----�--_ _Ci!;•d-! _ _ ___-__-____!C-�_._��_-'� __._....._-;. - !j i PER DETAIL 20 4 21/85.1, COORDINATE LOCATION w/ MECHANICAL ;._. DRAWINGS 3 DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL lr0/55.1 I-- I ! \ I L 1 , ;L_, 54.1 TYP I I ! _----- - COORDINATE LOCATION w/ MECHANICAL DRAWINGS g I I 1110\ I Ri I x.-_.1-_--�.--.--------------- I _ _ J F-2 _ '--' TYP 54.1 F-I71'-' F-2 �I ; G\ t\ II.......... .......... ..._1 ILL 1 I i 3b I l \ll I I�I - - I08 1-4a X01 I I IIAI G\ Im1 I 1......i® .....1 rn O TYP - - - - I I 1i°�- - - - - ��I I �_ - - - - � i � C0 u_ I IC\j 00 _ o I r - - -------' - - - rn co 541 TYP - - - - - ^- Q�`ti � Q\'ti G\ G\ --3 OO ii yQ!2 Ll Q� Q� \ I L Lo Lo o 2 9 TY _ 23 ai c cox TYP 641 54.1 P I W .� �o Li_ 62JA W _ O c� `s' \ x w L w �- I ' - - - I - I - - - - - - � cnN I �--► O RF'�-_ I STAIR2 W _N O ! 1009 u - _ ° I 2 e " � � O 9 TYP - i m -�- WALKER5 , TYP 541 0 ° 2 10 541 ° = 54.1 54.1 TYP 777 7 �! I I 1 I y u �: co C) _ - _- __ _ T - - - - - - - - - - - - - - - 9 M � g 9S 8 8S f3S 9S 8 - -t yQ/ U ¢"� {� - - � - - - - - I F - �-- I � A / � yQ/ \ �\/ / '�' \ / � `. \ \ 54.1 TYP / \ 3 --v i I 3 \ \ U TYP 54.1 I I TYP 541 I I I I I I TYP 54.1 I F-I 1-2 -- -_ I I .. 3 I-2 I I I 9 TYP 9 a \ �� \ \A5 \ \ \\ - \ \ 2 101 r-102 54.1 TYP 54.1 C4 i 1 \ \ Q \ 2 / / / TYP X.4 54.1 TYP -- 7 I G\ 4 1 I 14 17 19 2 yQ,e 0 10 _-------� - -,- - ------------- yQi \� \ - - ---'---------- -'------'----�- -- 54.1 54.1 I _-._-__._-._.-_-__-- -i I �_ ,_._.._.__._. - � 10 e ��- 2 /=' \ \ \ TYP - --- - I _ _ ! 54.1 yQ TYP / �� 121 G U �\ X.6 � I I - TYP \ \ � I � 1 _ ! I I i .._.. - G\ I L, I �� yQ� � / � - / ' � i-4 3 ? Q� I ! / TYP \ i - \ airy REvlslorrs: F-I 3 I I I O F-I 2 yQ o� / / / \ 119 54.1 i \ \ / c� s2.lATYP TYP 54.1 I ' � - - - - � - - F-2 F-2- ----�--__ - - - - - J I 9 U � ---__ --------' - -_1 _---- ------�-' I I L - - -(- I 10 54.1 P TYP TYP - _ ----------�'-- I I ----- - J 54.1 TYP 541 - - - - N $4.1 e e 9 -I -` - - I - - - - - -I ] 's TYP I - � 5a \ Q, 0 O\� � zn Q\ 54.1 - I li I I I ti _ 1-�.- �� /�� / \ \ Ci 'DR`� F-1 I I F-I \\ 9 2 i y/ \ / / l I i'--'J 2 TYP / /\ \ w / i \ H 2 I --- -'- TYP i oA - - - - - - i __--"--__ _-_._ r__ � < t 54.1 � / - :...__._............_. _ 2 / I CI G�ORRIDOI �._-.-.- .:.-_.:.:.-_.._...ii \ 54.1 \\ \ 2 TYP I 54.1 / \ TY P 54. STOR - ' _ ORIGINAL DRAWING L - - � I � (/ // 4" CONCRETE SLAB O I I >k I D�2 ! � U � \\ \� � I r - - --� ( `' �''"''l 2 �t / / � / � D / 9� 10` �. �/"'- � � � w/ FIBER MESH I 0 I \ /\ I - I TYP / �y �'/ C ! f >x _.. s4.1 / , / \ �\ / STAMPED BY -/ / C1.5"/YARD 3) Q Q , \ \- J I ti - / / U �� \ \ p/ y - - - 3 , s - 9 DANIEL S. GREEN. f.E I PER 0 13 I --' s n \ TYP _ > I I TYP _ \ �1�\ OREGON # 18520 4" CONCRETE SLAB \ \ TYP/ ! I ml w/ FIBER MESI-I DATE: x/11/14 i �A \ / (-1�1 54.1 - - / �' J (15#/YARDS) _ / / 107\ ----- i 541 105 I I U �. \� yQ - 1 s -- ,� \ --' _ --- I TYP - i Q ! 'o3 O `' / 1 - v A I I L+I PER ` O3 CO2RI CR / s 3 \ \ \ � =_-L..--- @ I __ _..__�- I ��I ' � �i��. I F-2 ===__- -- i I 13 \ -- 1 F-2 TYP ` / ' TYP 41 I I � 15 54.1 3 / / i TYP '-t --- - - ------ - - I --- -- / 2 \ \ \ PROJECT TITLE: � I � I 54.1 /� cl � I �, _=--- ---- -- I 8 TYP � � __-_--- F-2 I 2 I � I 541TY I ; -------''' 3 TYP / Fy a2 ° / J -- - - _... - - i 1 i / / / �r F"2 `Z�\ `�� \ '� Q ' 10 � TYP' y I 1 + _.......__ �._-x �:�=L--�......._._ ! i / s / � \ � ,y �` o ITYP O� e 3 t f I i O _ cv - . -- G --...._.._�......-'--- O --- ........ --- `v , - - - / / I-3b \\ ��\i / \ ` \ TYP 54.1 (y I - ----------- - - --------....___ ...-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �9 / TYP 54.1 r-'\ ��; F lib / ' � - � - i E-C - - - - -1 F- - - - �' O / � // \ .2\ \\ 541 TYP \ \ / c RRIDCR yQ o 0 o G o �s yQ �s O EGH z z z o MECH 1042 ; sr - � v - - - - - - - - - - - - - 1045 - - - � - - - - - 1- - - - � - � -' 1049 L_ -� '� O \ \\ \ / / 1 SE --, - - - -- �- - i - - -�- - - - - - - - - - - - - - - - - - - - - - - - � - t -� / ' 8 j --- 1 1 I _ �_------! TY ! cv c cv; L f �, 2 / 0 2 h I O o� '----- 3 G ,p ,p C.9 ,p C`s ,o�` \ \ S O P 54.1 U - \y_ , 1 I \ >L -- -- ! \ I O TYP 3 i F / o I I 3 I i Q F u ----___::_ '---- fi I -- �_ s41 y - \ \\ U \ e z _ - co 3 - ci I i �- I s41 -------mss= == m=_ __ 3 I T - _= ,_ _ ,_ i 3 #16 �, e ,0 2 N -__:__ ¢ ! I , �% , TYP $4.1 i _ 54.1 I , ' ��' \ TYP / / TYP TYP I 541 III - i -----i-__ - �.._ ] -; i------i-_ I F-2 3 TYP �- F-2--- z r1i -----. I ' , -- I \ I 54.1 TYP , i AN I 54.1 TY I \ \ ' ' � Q �C, 9 TYP i - ! I' --- _-- 1-g 141A�- 7 - ----- \ c \ / \\ % z 54.1 T P Qn 54.1 1 j (� I I 3 \ \ \\ / 104 L ._._____. ! 54.1 - - �--� ----- � � - 112 - � TYF` \ I I ! - 3 1-4a I I At1NDRY{ 541 I ' ; LOUNGE 1-3b TYP -10ro VEST I I 1041 /I I I �\ I 0 i O I - � � ,?Q / � �a 9 � I E=7 104 3 I 54.1 LL I i- - - C`\ \ t / � � TYP Z --- T i I / - - - - / 8 54.1 E F 4 CA----=_� / � ' Qa ¢\ MEMOS 2x(o 02 DFL 16" o.c. w/ 02 DFL TOP and BOTTOM PLATES :- I F-2 /`l / / u \ \ / ' TYP 2 l -I / r - \ C2 - - - - - - - - I - - 54.1 3 - _ / _ _ _ _ _ _ SHEARWALL (SEE TABLE T.I ON 51.1) I j j- I - V _ ______r_ 7- ---------- LL _ N - \ (G) COLUMN- SIZE PER SCHEDULE o y0, IQ ,O ? U >k Il ______ I (l �/ C \ N O O - - - - - Q Q -- 2 Q� Qry �o? (� \ (P) PAD FOOTING- SIZE PER SCHEDULE ,� 10 G� �, 9 TYP F-I � C�I I I I U� 541 TYP 541 9 TYP `1O\ HOEDOWN- SEE TABLE T2 ON SHEET SI.1 Q� 9 ,p/ 54.1 L - - - - - 1 ). 2 Q YP 541 SHEET TITLE: ZI TYP M Y - 11--- - -- Q TYP (� I --- -' -- - - - w 2 _ _ _ 54.1 s Q� y y y y F-I 8 STEMWALL w/ 4 x CONT. 5AR5 TOP 4 BOTTOM ON FOUNDATION PLAN 52.IA 54.1 Q\ry Q\� � Q\� O\� - - i o� o? U- o� o? 28" WIDE x 10" THICK FOOTING w/ (3) #4 x CONT. BARS ' BUILDING A and VERT. DOWEL BARS a 24" o.c. PER DTL, 2/54.1 2 2 FOUNDATION PLAN SEE DETAIL 4/54.1 FOR FOOTING INTERSECTION //A' DRAWN BY: SHEET: TYP 54.1 ,p54.1 I F- JAR/DSG .�' Q TYP 2 , „ # 52.IA 1/8"=I'-0" �� 34 WIDE x 12 THICK FOOTING w/ (4) 4 x CONT. BARS and # 4 TIES 'a 24" o.c. PER DTL. 3/54.1 rROJECT#: SEE DETAIL 4/54.1 FOR FOOTING INTERSECTION 140601 52. 1 A 11.4 11.6 NOTE REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. KEY PLAN DATE: 7/11/14 M M W r- r- Clj 01 ,� M OM000 0 `0j)O M 0 CD - CORRIDOR 0.4 (@(o@ E •� I 7 1 .- - -� 14 11 -=�._--�_m ,w.� =-_====_ 14 15 ---- - I A-I A_; ;; •�w 2HR FW 2HR FW 2HR FW 2HR F1 2NiR FW - + ,HR FWi- HR FW 2HR FW 2HR FW 2HR f 2HR FW _.._ .._.. _ _- _-- -- i �ti c 2 1 NI\ ; '� liLL F-2 i - e .� r1. $ _ G KER I �c� F 2 F-1 1_l_!__ J .......... ...._'......, -� I H 12 54.1 54.1 I ILIAL S a TYP 54 O TY 54a I ................ ._............._......_...___- 54a __......._.__...__.......... /%II' � � EL=� �� STOR TYP F-I � 1 U� S a4.R 3 1 I Qc4 1° _ I 1021__.1 - LL _ � fT H - - - - I i- ' - -------.--______._--..__-_----------.--.-._-----.______.__._--__._.___._., __.___ CI r r 4��1H�- --- P9 - / G,� 1 - -l I . .� i l u y y Q III O O I I I I � �� - yo TV 54.1 T1J'P UQ I I 3 F-2 F-2 I� Cid D `� I AL DININ - I r 2 TYP 54.1 TYP 54.1 c, I I I I ROOM I I I 54.1 TYP I - F-I I ., I 1 ?. 1._.... 11 I Im2ro II 1 i G� 9 --_____1 (_ - - 7 F_ -1 ( Q� I 54.1 TYP I I I y0� \ � P� - - - - 1 - a P 2 r L _ _ CAFE i y , 7 4 CONCRETE SLAB 7 I 13 HDII 1 I L-} - C`, 1033 I I I I I TORR w/ FIBER MESH I ♦ , �O 1 G- Im28 54'1 TYP (IS"/YARD3) I I 54.1 TIF, I I 54.1 TYP U `C) CD O F 2 PER I I N co M T . I I , F-1 3 ,.,C�' ..' 1 - - 1 TYP I - - c� 1 I co .. (i ,y O Lo TYP c4 f�3 I 54.1 I I i c-1 - - - - - - c� ®10 J.5 0 C) rn `.:�� P12 1 . «; i t ----------- I I Lo Lo saa I I I I I I 54a TYP TYJ L - - _j I ^^L,, L N X c cu TYP 54.1 131... I F-2 G\ I y�L- ' LL G I I W O LL _ _ _ I 54.1 TYP �� L MEG , I 1 0 � _______-- - - - - � - -- - -Ir-I �'` I 2 TYP "� � � 4 6 c1 I I N JAN I _ _ , ------------_-=--=--; -= _ -- - __ .,� I I 54a _ - --- -------....... -------- K� SCHEDULE •0 a COLUMN COLUMN COLUMN SIZE TYPE AND GRADE co 14 °m � - - - - ° L_ __ 1 �/ I I I - - - - -� ....J I L - - - - - - - - - - - - - - - - - - - - W O �--I - - - K K I rn - - - - - 1 - - -- - I CI l J x�o '�2 F 54a Cis - i / - - - - - - - ®r�� PII PI2 ., � ___ 12 2 D LLLl� YP .tiI , I 1 CFICE- - - �- - - � IT G� c y0 + C` OFFICE l3) 2xro "2 DFL L N_ _ _ ___ _ _ _ � 1 �o I i �_._ � � RISER to - _ i r 1023 I JAN -- -- I I - 0� 1 _ mis - _ 7 I T PREP -- i®24 I F-I � a) c� �._.w__�.:�y_..'._._---=__-- ------__-_: .- � Q Q s S - I Iml� I: ; � F-2 _ __........... �.___�.__ W Im22 C3 6x6 "1 DFL U F-1 I� - + I - _........_.. �i-�I I I I 1 I i - I ' I- . I 2 C4 (ox8 "1 DFL L �L O - - - - - I c I 1 CORK ECHI 1 ° I 1 - I _................ ...._............._.l c: ; 54.1 ^♦ 0 C I i 1 ci -I A� I C I 1011 3 _ .,. C- - _a L- tea - - 1 TYP C5 TS 31/2 x3112 x'/4 4(o ks i W (D O __._,.__ I i�i 1 rl 11 Im15 - c.� Cid L- _ -i ! _ _ _._ I I P11 -- c t I I s4a T , u , rn �- - - - ! I II _- -----_- C6 TS 4x4x r4 4�o ks i ��Ln C I I P12 _ 7 - - -I I L l017� I I KI C+ -1- --- -- ___1 KITCHEN S4.I TYP f I I I c, C-1 TS 5x5x'/4 Oro ks i •� -- GORE' 1 LOBBY � I � I � -----_._-- I II 7 l0i�1 1 `1@20 ____--- ------- -1 GS TS rox6xlr4 4(o ksi (( 1002 I I__ __ y I �� O 1 VEST L .--_.......__� I 1 O? T P 541 I I I c, lr- 1 L -� 1 M O I ; Imm1 I I i! 1 I 3 I L DRY --- G9 TS Sx5x r4 4(o ks i NRS - - - - - - - -� -I - - - - - III 2 I I I 54.1 TYP ; IIIEGEFT F-2 OFFICE _-- -- �I I I Cro I I (� I I COOLER 1@21 1 WALK-INI I ci 54.1 ,7 1 ! i LOWER FOOTif� S__SI EQ'D TY�, 1 1� I -I -1014 (@13 I \ P1D I I 3 +�'- IN RECESSE R L - �- - I TYP 44a - I - F_ _ 1 --------� I I I Y 54.1 I I I° `r'o I I I i i i 1 - �f I I I PR VATS L 8 �, ' I , L' - - - `t I I -._ DI LNG I I r F-2 ~12 I __f-_-_- __-�=-- I I w , Im25 -- I I �� 1 - F 1011 __. o a I LOBBY PIS / 11 --- yo I F-2 Q 1 F-1 PAD FOOTING SCHEDULE I 1 1 G STAIR #I J I� - -� I U I I I I 2 - - - - - - - �- - lmi 3 1 �� - - J 1 �� 54.1 TYP MARK FOOTING SIZE ALLOWABLE REINFORCEMENT REMARKS I I I - I 1 F-I /� 541 TYP J -`�, _ I (FtxFtxl2 in.(UNO) LOADS (kips) (sach way) i- , I I \ , F-2 D 11 U� I S 1 -- - - - - `J � , = G'( o G I -_-_ �� _: __=� ur :- _: _� . �: .. �.. \ s OFFI_GE DK I I `� -- I I Q 1 ` _ P-I 2x2 too l4J "4 BARS - •0�9 X038 crr A� � I-1012 - 14 I I I - - I P-2 2.5x2.5 9.3 (4) "4 BARS _�.._..-- _ L _ _ _ _ _ - -- - -- -_-_-_ _ _ _ _ REVISIONS: 54a P � _______.. ...._.._._........_ ,. 1- � --- 1 -r __....._ _ I - - - - - - - - - - - - � P-3 3x3 13.5 C5J "4 BARS - TYP -- I I _..._, L J - - - - - - - F_ I _ yo ___ __ 1 L - _ - y SAFE - - - - - s y I �,r �,r re P-4 35x35 183 (6J "4 BARS 4 6 HDII 1 I - -- ----- - _-- -=---= -- I - - P-5 4x4 24.0 (9) 4 BARS ii I TYP 54.1 1 1 O'L 54a TYP TYP '4'1 P-6 4.5x45 30.3 (11) 04 BARS F-1 1 I I - - _ _ I PARLOR\\\\k \ f 3 ' I I I ' P-T 5x5 375 (12) 1'4 BARS ....... -- ---- - --- - C1 LI004J �� 0 F0m3 I _ I C6 TYP -54.1 1 p•4 P-8 55x5.5 45.3 (15) �4 BARS f I \ 1P10 - - - I I I - P-9 �ox(o 54.0 (IZ) 04 BARS - TYP 54a c, I C�� I- I J L�OF 11 - I - -I 1 I c, I acs P-10 ro5x�o5 C 3.3 (IS) *4 BARS - 1 13 �� F-2 ' Im@51'1 7 1 ' I 54a TYIa 54.1 I , I 9 P-II 7x1 733 (IS) 04 BARS - HDII TYP 54.1 I 1 L TYP F-I I I lmm I- I I -- 1 I I a TYP P-12 75x'1.5 84.3 (22) "4 BARS - -_ I C` 1 5 BARS g 12" o.c % c� 1 '� 4" CONCRETE SLAB ,o I 0 ORIGINAL DRAWING - I I G Sr Q P-13 725x725x28" - e TOP 4 (15) 0 5 -- .__-- , F_ - w/ FIBER MESH v - STAMPED BY��L_ C1.5"/YARD3) I- - - QBARS BOTTOM10081, - 1 - DANIEL S. GREEN. P.E. - J I c _ _ PER _ _ _r_ _ 1 I _ _ _ _ _ I I _ R.1 OREGON 18520 / � P1� 1 , I \ I �0� I mo, HDs ; 1 L - - _j TYP L - 20 DATE: l/11/14 � } 54.1 i t 7 GARDEN RM/ I r 7 1 1 II TYP 54.1 WORKSHOP 1 1 7 i.__�O�.I G q' -�- ---- iL DININ 54a TYP I _.......__................._._.___ I _. PROJECT TITLE: 2 I ROOM I I _ I F-Il 1-=----.__....i Q I 54.1 TYP 54.1 3 \� TYP I 1 ,y s4.1 TYP F-2 I � L - - 0 if �Q� A�� I G� \ LEGEND M 1 I I I N c� I 1-�I 3 Q - Q� 1 0 R•8 2xio 2 DFL I� c.c. w/ 02 DFL TOP and BOTTOM PLATES N - - - - - - - - - - r I- -.....{H-P - R fB...- li-IR- _ B- , {L 54.1 A Cr S - - ___ ____________________.__. _} �I I L_ - J TYP _ _ O _ _ SHEARWALL (SEE TABLE T.I ON 51.1) C`r D12 I- 1 STAT 112 �`,�-�_- CI +- I O 0 1 (CJ COLUMN- SIZE PER SCHEDULE H II I 1 3 lm@ I I� G1 10 I 3 I 2 1 7ff-7r F-I (�� (P) PAD FOOTING- SIZE PER SCHEDULE 2 I -.54.1._ TYP '1 54.1 TYP Q Q 54.1 F-1 i f -- -� '(' 1 1 1 KE R5 I I r I TY y I c, I I AHO c, I.�`� (i�,� cr I 1 I (i� �� 1HOLDOWN- SEE TABLE T2 ON SHEET SI-1 u- I Q H �- - - -' - - I - - - - - - - - - - - - - - - - - - - - - - - T -- --- i I T 8" STEMWALL w/ 04 x CONT. BARS TOP 4 BOTTOM ON 7-��- -Zlh�l----9�2�kt{---9�-bkl{---- �k#1----- 9S 9 9S 9S 8S 8S ----- 26" WIDE x 10" THICK FOOTING w/ (3) 04 x CONT. BARS and VERT. DOWEL BARS a 24" cc. PER DTL. 2/64.1 U Q SEE DETAIL 4/54.1 FOR FOOTING INTERSECTION I F-2 34 WIDE x 12 THICK FOOTING w/ (4) 4 x CONT. BARS N 3 and # 4 TIES s 24" c.c. PER DTL- 3/54.1 + 101 NOTES - SEE DETAIL 4/54.1 FOR FOOTING INTERSECTION rte, 1. REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. 1. HANGERS NOTED ARE 51MP5ON STRONG-TIES. 7 s1 '1 �4 11 1 14 19 ►� 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES --- ___...__._____T__� i I rte_----� ............ 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. ❑ 1 --7-- ---�_-_I_.______._.i C� -, 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTIINUITY. 9. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 "2 DFL (U.N.O.) -r _,-= --------- 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/552 I'IF =__= ��ro. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDERALL I WOOD COLUMNS. BLOCKING TO BE SAME CROSS SECTIONAL AREA AS COLUMNS. DRAWING NOTES C O1 MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 I FOUNDATION PLAN 2O STAIR SHAFT 4 FRAMING PER DETAILS �o/5S 52.18 O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 �i ® ELEVATOR SHAFT 4 FRAMING PER DETAILS 18/552, 3/55.5 4 14/55.5 cV o O5 (3) 13,4"x51/2" LVLHEADER + CUT-OUT RIM BOARD FOR HVACDUCT, N®TE� REFER T® ARCHITECTURAL DRAWINGS F® R DIMENSI®NS. B p� PER DETAIL 20 21/55.1, COORDINATE LOCATION w/ MECHANICAL DRAWINGS SHEET TITLE: O DBL, FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/S5.1 COORDINATE LOCATION w/ MECHANICAL DRAWINGS FOUNDATION PLAN BUILDING 'B' ADRA B SHEET: JARDSG PROJECT#: KEY PLAN 140601 S2. 1 B DATE: 7/11/14 M M � � O 00 M 00 11 11.4 11.6 13 21 1.4 1.6 22 0 �M�� 0m ct I 1 _ 54.1 TYP 1 " 2 TYP 1 I Iy° - C 1 1 _ >x - - - - - - - - 2 /2__� 2 54J TYP y0 54.1 TYP 'Sb, - 54.1 TYP LL LL FF IS I_ __ _ _ _ _ __ - � - 11��Lrt - - - - - - - ��rll � � J ---- - - - - ---- -- ----- _---- - - - - - - - - ------- - -- - - -- � -_ rte - - �,�� J F-1 � I A •N _ .. - - - - - -� - j- -! - - - - - - - ! - - - - - -I-I- - - -I- - - - - _.....t............-' I I L...._......._--...t..._._._. li.........._I......_..._........._ 11 t......._. I ap ; I �O h F-1 I I - - � I I � ' 01 ' I � I !-� 2 I Z_1b l i ! I \Ic�' I ° I 3 I I I I 1 W G�SERVING��54.1 I ' i !l l _.�!.--�__� �� I . 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Q I sr PROJECT TITLE: L- - - - - - - ! - I I t-- tr- ! i ----------'----j� I- _ - J I' J , wALER� L - - - � - I _ Z - �, I _.. ----------------------- _ I ELEV � I STGR I I - - - - y0 y0 N 0 O - - �- -F - - � - I - - - N LL STAIR #3 I �� - 1m21� 2 2 I 1034 1 I I __________.-__-'-' - - - 54.1 I W TYP 54.1 ❑i G TYP I O z-'a I Tv AL DINiN - t. 2 2.7 2.9 3 5 I 1 WOMENX- 1 I 21 II fm31 I 10261 Om , j ' I U N NOTES FOUNDATION PLAN 1 I. REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. 7- HANGERS NOTED ARE SIMPSON STRONG-TIES- �Ic 2- FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT 5IZE5 v1 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. �! 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONT[INUIT'. 9- ALL NON-BEARING HEADERS SHALL BE (2) 2x8 #2 DFL (U.N-O.) NOTE: REFER T O ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/852t� ro. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL WOOD COLUMNS. BLOCKING TO BE SAME CROSS SECTIONAL PAD FOOTING SCHEDULE LEGEND Q AREA AS COLUMNS. °� � FOOTING SIZE ALLOWABLE REINFORCEMENT KNEwo 2x6 *2 DFL 16" o.c. w/ 02 DFL TOP and BOTTOM PLATES 4 DRAWING NOTES MAS (FtxFtxl2 in.(UNO) LOADS (kips) leach way) REMARKS COLUMN SCHEDULE P-1 2x2 �m (4) #4 BARS - ® C Z � Ol MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 _ _ _ _ SHEARWALL (SEE TABLE TJ ON S1_I) - w O2 STAIR SHAFT 4 FRAMING PER DETAILS 6/5.5 GOLUMN COLUMN SIZE TYPE AND GRADE P-2 2.5x2.5 93 C4) "4 BARS - P-3 3x3 13.5 (5) 04 BARS - (C) COLUMN- SIZE PER SCHEDULE 3 O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 GI (2) 2x6 02 DFL (P) PAD FOOTING- SIZE PER SCHEDULE Z ® ELEVATOR SHAFT 4 FRAMING PER DETAILS IS/552, 3/55.5 4 14/55.5 P-4 35x35 183 (6) 04 BARS - Q 0 0 C2 (3) 2x6 #2 DFL O� o O5 (3) 13/4"x51/2" LVL HEADER + CUT-OUT RIM BOARD FOR HVAC DUCT, C3 6x6 01 DFL P-5 4x4 240 (9) "4 BARS - �/ HOLDOWN- 5EE TABLE T2 ON SHEET SLI B .� PER DETAIL 20 4 21/55.1, COORDINATE LOCATION w/ MECHANICAL P-ro 45x45 30.3 (I1) 04 BARS - r DRAWINGS G4 6x8 "I DFL F-I SHEET TITLE: P-� 5x5 315 (12) 0'4 BARS - �� 8" STEMWALL w/ #4 x CONT. BARS TOP 4 BOTTOM ON © DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 C5 TS 31/2x31/2x1/4 46 ksi 28" WIDE x 10" THICK FOOTING w/ (3) 04 x CONT. BARS COORDINATE LOCATION w/ MECHANICAL DRAWINGS 1 P-8 55x55 453 (15) "4 BARS - and VERT. DOWEL BARS Q 24" o-c. PER DTL. 2/54.1 FOUNDATION PLAN co TS 4x4x i4 46 ksi P-9 6x6 54.0 (17) 04 BARS - SEE DETAIL 4/64.1 FOR FOOTING INTERSECTION BUILDING 'C' G� TS 5x5x i4 46 ks i C8 TS 6x6x1I4 46 ksi P-10 65x65 63.3 (18) "4 BARS - � 34" WIDE x 12" THICK FOOTING w/ (4) "4 x CONT. BARS DRAWN BY: SHEET: P-ll 1X I 135 (IS) 1*4 BARS - and # 4 TIES a 24" c.c. PER DTL- 3/54.1 JAWDSG C9 TS 8x6x1/4 46 ksi SEE DETAIL 4/54.1 FOR FOOTING INTERSECTION F'-12 1.5x-1.5 843 (22) 04 BARS - PROJECT#: 5 BARS 't 12" o.c 140601 S2. 1 C P-13 125x125x28" - a TOP 4 (15) 01 5 - KEY PLAN DATE: BARS 6 BOTTOM 7/11/14 1 COLUMN SCHEDULE JOIST SCHEDULE BEAM SCHEDULE M COLUMN COLUMN SIZE TYPE AND GRADE JOIST MATERIAL SIZE SPACING BEAM BEAM SIZE BEAM TYPE AND GRADE W r^r I 5 TYP I CI (2) 2x6 "2 DFL J-1 RED-190 18" 24" oz. 5-1 (2) 2x8 02 DFL a o M 00 X/ p /y, 551 p 55.1 T YR r 6 TYR r 32 C2 (3) 2x6 02 DFL J-2 RED-190 18" 192" o.c. 5-2 (3) 2x8 02 DFL C cOgr^t S5J o m = > = Gti ci y0 y0 0 C3 6x6 01 DFL J-3 RED-190 18" 16" oz. 5-3 (2) 2x10 02 DFL 5-4 O B 4 O B 4 O '._-_-- _ I1 I la " 5-4 ., 0 25 - \ n y A D G\ D > > C5 TS 36x3 xi 46 ksi J-5 RED-190 IS" C21 S 12" oc. B 4 C3) 2x10 "2 DFL E 6 M V] Py 551 TYP S5J TYP D D D N .9: O U - - - - PAN) 24" oz. 5-5 6x8 "I DFL G ?o OO \ C6 TS 4x4x1i4 46 ksf J-6 RED-190 DBL. 18" 192" oz. 5-6 6x10 01 DFL o B-4 I G1 TS 5x5x1'/4 46 ksi J-1 RED-190 DBL. IS" 16" oz. 5-1 6x12 "I DFL B 4 I CS TS 6x6x1'/a 46 ksi CJ-I "2 DFL 2x10 24" oz. 5-8 8x12 "I DFL J TYP 55.1 - G\ I I G9 TS 8x8x1/4 46 ksi GJ-2 02 DFL 2x10 16" oz. B-9 3 I/8x18 SEE NOTE 01 m m �I LL I CJ-3 "2 DFL 2x10 12" oz. 8-10 5 I/8x9 SEE NOTE "I bQ CJ-4 12 DFL 2x10 8" oz. B-II 5 I/8xI0 1/2 SEE NOTE 01 .� 0l J 2 -" © 105 DJ-1 P.T. '2 HEM FIR 2x8 24" oz. 5-12 5 1/8x12 SEE NOTE "I p I3'4 �k I DJ-2 P.T. "2 HEM FIR 2x8 24" oz, 5-13 5 I/8x13 1/2 SEE NOTE 01 Q 5 � .. TTP S5J I I r' MJ-I RED-190 IS" 24" oz. 5-14 5 I/8x15 SEE NOTE "1 L -� MJ-I RED-190 IS" 12" oz. 5-15 5 I/8x18 SEE NOTE 01 � I c/ ID ------_- 5-16 5 I/8x19 I/2 SEE NOTE "I •� i6 I NOTES 5-11 6 3/4x13 1/2 SEE NOTE 01 HD9 CANT. - W 504 - TYP 55J I 1. REFER TO DETAIL 1/55.1 FOR NAILING: SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. B-IS 6 3/4x15 SEE NOTE 01 � 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES J-I TYP 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. 5-19 6 3/4x18 SEE NOTE 01 U.4 HUC210-2 G „ LGU335 �'� _ _ 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTINUITY. 9. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 "2 DFL (UN.O.) " HANGER IO.I Qj ( HANGER B-I B-20 8 3/4x13 1/2 SEE NOTE 1 (TYR) P (TYP) m 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/552 ___ ____1,___ _________ - -- -"- 3 SECOND FLOOR F RA M I N SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL B-21 8 3/4x15 SEE NOTE "I F GJ' y p OR_RIDOR 2 O C'Trft. B-I� - - -- - O _ WOOD COLUMNS. BLOCKING TO BE SAME CROSS SECTIONAL 551 Q F G\ B o c ' B 5 042 S2.IA a"=I'-m" AREA AS COLUMNS. 8-22 8 3/4x16 I/2 SEE NOTE "I U•6 TYP �� _ _ _ B-I _ O _ 5-23 8 3/4x18 SEE NOTE 01 /�1^ V HD9� m B-1 - --- -r+-_T - DRAWING NOTES 8-24 8 3/4x19 I/2 SEE NOTE "I W 9d NMI 1 1 J OI MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 ___ 5-25 8 3/4x21 SEE NOTE 01 _ J \� _ - IIIA mI 6 - O2 STAIR SHAFT 4 FRAMING PER DETAILS 6/5.5 I G Ilio �I S5J T I _ 5-26 8 3/4x22 1/2 SEE NOTE 01 O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 �b I 1 5-2-1 8 3/4x24 SEE NOTE "I r m r------i _ 1 ® ELEVATOR SHAFT 4 FRAMING PER DETAILS 18/552, 3/55.5 4 14/55.5 _. .... - I 5-28 8 3/4x25 1/2 SEE NOTE "1 I. I (3) 13ia"x51'/," LVL HEADER + CUT-OUT RIM BOARD FOR HVAC DUCT, J'a II Q I PER DETAIL 20 4 21/55.1, COORDINATE LOCATION w/ MECHANICAL 5-29 8 3/4x28 1/2 SEE NOTE 01 r- 2 �.\ G� ca J - DRAWINGS 5-30 8 3/4x31 1/2 SEE NOTE 01 6 I DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 5-31 10 3/4x22 1/2 SEE NOTE 01 110 I_ ._ ._ _ -I 10 COORDINATE LOCATION w/ MECHANICAL DRAWINGS T 55J 14a 1. SIMPLE SPANS (24F-V4) 17 106 MULTIPLE a CANTILEVERED SPANS (24F-VO) O I I Ih- -r 1°I 08i B 4 2. NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS TYP 55J F I= I i B-4 � \ OCD Q7 -...._. ._.- co C4 G G rF �Q A Qj --B_2- NOD o of F F o - - - - - - - - - - --- -- O CD 6 I O B-4 O B 5 Cf) L0 O O TYP 55.1 n F Bn y r �Qn r Ci G� C'7 M TYP S5J TYP 1 W a) C M TYP 55.1a0 LL • I.I.I O O I w W I I _ % _ R.8 \ N T _ _ _ _ _ _ _ _ H \ j n S i WR FB (NIR FR IHR FB MR FD II°IR FB i .._.._ _ ^, C STAIR 02 +- ? / W U) N O 25 I@@9 iz N I I 551 TYP _ O WALKERS � _ ` a jr _ r o 55J TYP` \ O E T . . . . . . . . . . . ._ - - - _ 56J U ` 4 17 TYP M f9 -- - - D ' T y �Tt O> y C\1 10 ;17 11 : I - YP S5J an f0 m Ip• TYP 55J m > 17 y0> O Q 1-2 I 1.2 4 (D 55.1 TYP _ ♦ 551 TYP( TYP SJ c 102 _ 551 TYP C4 O 7 m• G I 4 1 14 17 19 5 10 --- ' - -- ------ - - 25 TYP 6 y0> TY ` ♦ �be - --I- -- - �. 551 TYP 6 X•Q G\ A 03 551 yo> OD Off\ � ' \ 121 \ G U \ 551 TYP /� V O 119 ) )'a `O on REVISIONS: O> � �\ / ' ADDENDUM 61 \\ ` O 9/22/14 s5.1 25 O a � � � � TYP 6 TYP $52 U > 0 V ) Q ' G 551 TYP HU5.125/13S TYP r r HU5.125/135 ------ SKEWED HANGER \ < 551 p n 0 n SKEWED HANGER W/ -1''/2" RIM BIRD. cn r / \ \ `` TTP 55J ____ _ © / O``O 5 TYP w/ 31iz" RIM BRO. '? _ "T U CI a �\ ` \\ U / F \ 551 ------ ' 12 TYP m U I ------ 61 12 6 )� 0,4 \` Ill �� H 1 .------ / B 5 TYP 551 GI 6 CO _ (DOR ------- 55.1 TYP S5J TYP - - B_ 5-4 �� -� I - •� Op 5_4 0' \ STOR B TYP S5J \ 581 ul P ' 10 P 6 ' a G \ O Cl�N\�♦ c ORIGINAL DRAWING SO I Q� r 55J TYP 55.1 0 © y • i Q \` �/ STAMPED BY 10 I 5-23 > C4 5-23 I .''' 1 \ / 'S' O� �� Yry \ i DANIEL S. G=REEN. P.E. -5a S5J 1-g B 6 I g-6 _ G�• �• ♦ ar ` y 17 OREGON " 18520 TYP ID -lei n i \C U ♦� '' ♦ l O 's 55.1 T\\ / DATE: 9/24/14 1 - -g TYP 1 \6 )� - 0'\ C RRIDOR `x, ♦♦y� P L \ _ I O TYP OR - I y II 55.4 I-la @ y s cs,, ` ---- B �� 1-�-it �-::.ars - -- .".�° I 55.4 18 41 •M > �> © .-. % / ` 6 ♦/ Z'.- i \ �S - �'\ S5J �� CI G1 \ � 115 55J TYP y� %! ` 551P PROJECT TITLE; TYP IZ y - 9 YP J' I - I, __ / D3 ♦ / ♦ A ItT i i T _ ��' ® h> G� I G� 551 I I 8 / / `` ` ; \ ,\., ♦` � ' ' \ ; Qti 6J 92 I -- 6 TYP S5J G�,\ / / k L \ \ IO / /�w♦ / �'y �+� \ Oi i i B:3 nl�nnuuo� P G� _ TYP 55.1 y0 U� 6� \ s )'t ♦� ds♦ Op O \ rn r r CI GJII m \ - � �� / ♦'L CI Nps > 0 -�-- i --+ I--- ---- 1 _ I / / Q S5J TYP \ \\ ♦� A 6 B-1 - - B_1 _ _ 8-21 B-I B-I --_ g-\ N \ \ T 0 p rELEC Q ©/ z 1\ ` F 55 1118 ♦� �,2 V ` TYP 55.1 \� ` TYP A D O r� CD I@42 ECH ¢7 x / k ? >' \, U U �" 0 S > G B-I B-I © B-9 B-9 B_1 B_1 B I 1049 I I 1 0 _ yo 0 0 1 1 6 8 I < N I u I � ? u \ \ _ Q I-4a � � > 1 � 551 - 551 TYP -------••"• ---- ------ TYP 7V --________ _ 6 ` II6 U r Oj N -� I I I I I I I I J I I I 551 TYP I .\ 6 + -J--- - -L 10 L ) 6'a C TYPAN 551 Y 1 41 _......------- 16CIO 1@) UTYP W I-4a I AUNGR7/ NC3 = -, 8-25 I " 825 B_4 1 10 _ @6J I g VEST 8-23 I@ 7 © .y TYP S5J C_._`__. / 17 25 TYP vi Q I@8 e' i Gn 1046 cj i 0 ?� 0,d O y0>G� 551 TYP 551 4 16 55.4 T . \ , O y 0 LEGEND C Z as am 2x6 02 DFL g 16" oz. w/ "2 DFL TOP and BOTTOM PLATES J B-I ♦ 3/4" (MAX) GYPCRETE OVER ,� %/ m J_I I I /n� �' G S • r FLOOR SHEATHING `X"' I I I 02 _ g-4 3/4" GDx PLYWOOD (40/20) _ _ O _ _ SHEARWALL (SEE TABLE T.I ON SLI) v 3 i B.4 B-4 . --- a-� 10 Y O' ---- - 5_l _ _= W/ Imd NAILS a 6"o.c. AT � O Gti �_ DIAPHRAGM BOUNDRY AND (C) COLUMN- SIZE PER SCHEDULE o 00 __ _ __ CT G ci 6 SUPPORTED PANEL EDGES, \ N o B-5 11 m (] p f� 17 12 TYP 551 12"oc. IN FIELD (UNBLOCKED) GQ� lP) PAD FOOTING- SIZE PER SCHEDULE 551 TYP 17 ' 8-26 I \ SHEET TITLE: I� G� 17 C3 TYP 55J OF F cg i - G� F F TYP 5'J �\\TYP S5J ?j HOLDOUN- SEE TABLE T2 ON SHEET SI.I 2 TYP 55.1 25 YY - - ^ O B-^ O - - - D;,r I - _-- O g_4 F - - 7 yy J f 2nd FLOOR 3s 551 TYP o o O FRAMING PLAN tOn B-I2 i y yo> > o > BUILDING 'A' 6 A DRAWN BY; SHEET; JAR/DSO 6 TYP 551 SECOND FLOOR FRAMIN • See tables T.I and T2 For holdown/shearwall inFormation. PROJECT«: TYP S5J 11 TYP I • Holdowns located at the second Floor. 140601 C3 •2A 551 32 I/8"•I'•m.. • Shearwalls are From the Foundation to the second. KEY PLAN S 11.4 11.6 DATE: 7/11/14 BEAM SCHEDULE M BEAM BEAM SIZE BEAM TYPE AND GRADE W 5-1 (2) 2x8 02 DFL b = M 00 00 5-2 (3) 2x8 02 DFL ocnr^� v B-3 (2) 2x10 02 DFL o p Ln o 5-4 (3) 2x10 42 DFL N 4: O 5-5 6x8 "I DFL M rn p. W 5-6 6x10 01 DFL 5-1 6x12 01 DFL - - ��- - - 1- 5-8 8x12 01 DFL J -----i----JCORRIDOR -------- B-9 3 I/8x18 SEE NOTE "1 �w 'V 060 8-10 5 1/8x9 SEE NOTE "I `+ 5-11 5 1/8x10 1/2 SEE NOTE 01 .� 8-12 5 I/6x12 SEE NOTE 01 8-13 5 I/8x13 1/2 SEE NOTE 01 Q 7 1 - ---- --_- __ 4 11 - __ -- 14 15 8-14 5 I/8x15 SEE NOTE 01 8-15 5 I/8x18 SEE NOTE 01 ry A.I /// A-1 8-16 5 I/8x19 1/2 SEE NOTE 01 T •� B-Il 6 3/4x13 I/2 SEE NOTE "I E �_ / I B-IS 6 3/4x15 SEE NOTE "I 2HR FW 2HR FW 2HR FW 2HR F 2 R FW+ ( HR FW+ HR FW 2HR FW 2HR FW 2HR Y 2HR FW 8-19 6 3/4x18 SEE NOTE 01 p l I IIII �_ B I ® I B-20 8 3/4x13 1/2 SEE NOTE 01 D I I cT U G� G G��S O Gg I I 5 I 5-21 8 3/4x15 SEE NOTE 01 F WALKE S G G - -- S52 __.......:.:..:...............................:...:... ELE Cl C`j TYP Cry \ B-22 8 3/4x16 1/2 SEE NOTE 01 H l 1 "� O n I G 17 8-23 8 3/4x18 SEE NOTE "I m. p� O� 5 1 3 m U �q I ® i ( 102 1 B 55A M C--J - ------ s� �•+ ^W ---------------- _ trl 8-24 8 3/4x19 I/2 SEE NOTE "I GIRDER k. P. - - y u Oax GL r: B-25 8 3/4x21 SEE NOTE "I Tv I �� \ q - �� - - - 1 _ L _ H.n 8-26 8 3/4x22 1/2 SEE NOTE 01 ^ 18 55.4 G 8-21 8 3/4x24 SEE NOTE 01 3/4" (MAX) GYPGRETE OVER Q C`3 LL y O 853 r FLOOR SHEATHING I©Ip r @ / `;' Q l AL DININ 5-28 8 3/4x25 I/2 SEE NOTE 01 3/4" CDX PLYWOOD (40/20) i ro G ROOM rn FZE� w/ 10d NAILS ID DIAPHRAGM BOU"oc. AAT ND O/ 03 N m C4 1026 38 7 (0 Vexg op 8-29 8 3/4x28 1/2 SEE NOTE 01 SUPPORTED PANEL EDGES, m ----- ABV G,� 55.4 o Af3" +p 8-30 8 3/4x31 I/2 SEE NOTE "I 12"o.c. IN FIELD (UNBLOCKED) i I y n• 0 B-31 10 3/4x22 1/2 SEE NOTE "I m 3 _ _ e 0 18 •m 10 c/ 55.4 8-13tE -11 1 ri I. SIMPLE SPANS (24F-V4) 55J - �. MULTIPLE a CANTILEVERED SPANS (24F-VS) MANUF. VAULTED 2. NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS ANT. B-8 D AF U i 5 4 TRUSSES ® 2 " o.c. 19853T P 55A m 55.4 O') O i I I v TYP n m ZE U O (.D C NT. 5-6 A _ © ^ m p m p�F � co CD 7 n I .?Q (/ 18 yaxg p. MANUF. VAULTED JOIST SCHEDULE N 00 55J @ - N P� G^ 55.1 c a$" O TRUSSES o 24" ozLto' . 1- CD N C4 103 T P ° i JOIST MATERIAL SIZE SPACING T�1 M GIANT. 5-8 ' ? -HDI to J,5 J-1 RED-190 8" 24" oz, �� O co O CIANT. 5-8 D N O - G RDER U 20 ROOF SHEATHING J-2 RED-190 IS" 192" o.c. •L L to L0 cn... .._... G� G� 2 15/32" CDX PLYWOOD (24/16) J-3 RED-190 IB" 16" o.c. W C M n n - 552 1 w/ 86 NAILS B 6"o.c. AT ^` LL -� Q r _-- JAN HDI - -__ _--Y---------_------- _-- --�(a _ �i° 552 DIAPHRAGM 5OUNDRPANEL EY AND J-4 RED-190 I-S 12" o.c. uJ 1 G NT. B-8 � � � _ MEC �m n __� ,_ m o 24UFo�R� ES N $53 G TYP - - SUPPORTED PANEL EDGES, � '� d 4 Gp HD1 y S D G - - - - B 50 -O $53 O B 2"o c. IN FIELD (UNBLOCKED) J-6 RED 190 IS" (2-SPAN) 24" oz. 6 1029 N5 RE D w O K ANT ter � � - - DBL. IS" 192" oz. � O 12 TYP 17 B 8-19 B G J-1 RED-190 BL. IS" 16" o.c. - Q 55.4 TYP 55.4 �n @� c/ y I OFFICE CG O - OFFICE K D LJJ 0 v o 2a„ - ---- --------------------- -------------------------- ._._U t- -� 1016 i s �_ � U R 1 Ci-1 "2 DFL 2x10 24' oz. 7 Cl) CN - - - - ._.-..-- -- -------- - - ------------- --- C mIS PRP MANUF JA 551 CJ-2 "2 DFL 2x10 16" oc. (� co O L B 25 - FrF - - 2 m /� !�^ m �-- - - 1 1022 - (�A TYP > f-- / n p IC# -_ CJ-3 "2 DFL 2x10 12" o.c. i. - O sIM S51 c U MECH G - ��11�� _w 0 J CORR P�� 8-14 a-t4- I - CJ-4 "2 DFL 2x10 8" o.c. W ) O C'/ 1015 1011 G L O 18 I OA• -- r- ---- - HD5 55.4 6's B-5 B-I WO B 261. V TYP Xg" CsL Q'a$ t. _ 2 DJ-I P.T. "2 HEM FIR 2x8 24" o.c. V 3 is i ItDil ITCH 1- - - -! TCH 2 557 •pj ;m O 857 TYP DJ-2 P.T. "2 HEM FIR 2x8 24" oz. O 5 c wi i3 G'2 *01 LOBBY O 55.4 27 - �o �0 002 12 I I 14 I 1019 c/ 020 28 �_ 557 a MJ-I RED-190 IS" 24" oz. O B-16 y0 SIM - n SIM I O� •m -557 RY MJ-I RED-190 18 12 oc. N 55J - 851 - - - - - - - - A TYP - - a a +- 4 M Q co CO O J.i 0 m m 0] .� ' n J 1 WALK-11K /p•\.1'\ m ni im ary P sry U OFF. It COOLER �- I -- -� U ATER 19 as" or' mi z 0 I I �� 1rB Y TYP 55.4 G1 B y o Q1 rj P ATE I I r " 26 1- Q I ' 3raxg, B.5 8_I - D NCs G " 552 SERV L"___ _ ------ - h - �- - -t- - � _ ------------ 1011 25 h 1025 _ G LOBBY 55J OA IOA STAIR "1 r ° © FREEzyR 6.14 _ COLUMN SCHEDULE - _ 553 TYP 55.1 B'14�n+ S a�BQ y/ COLUMN COLUMN SIZE TYPE AND GRADE Gam' C9 y� m U ,� mi m q y YFS h U'! v T 55 L. A s Oj Q G� 1Q c) 06 �Q I OFFICE G 0� G " ggpt J GI (2) 2x& "2 DFL 17 - 55.4 5 O D B-15_ 8-15 �m122� P �� - G2 (3) 2X6 "2 DFL - - - - - - - C3 6x6 "I D REVISIONS: ANT. -8 /''D,5 18 �Qh 8-15 CB-15� i ..-.:.-..D .__.-.-._ D D II 4 C(0 Op �` 1 OC 553 s O ------ ----' �• D C4 6x8 01 DFL C Nr. B-8 ---- --- -� \ M - - I m m C5 TS 31/2x3/2xi/4 46 ksi 7 - r5- 17 551 O7 \ �B.g J([1 U Oli 9@C" m 19 ®Cry 65.4 1 G6 TS 4x4x a 46 ksi TYP , PARLD ` 55.1 TYP 557 TYP C-1 TS 5x5x'/4 4676i 1 GIANT. B_-6 ( Q' ` G� STOR ------ ------ ------ �m �`V ) 003 5-15 GIRDE RU GS TS 6x6x1/4 46 ksi CIANT. 5-6 n m �' LGU5.25 L U5.25 �iax9 GL p • C9 TS SxBx1/4 46 ksi 18 HANGER H NGERC` ANLLF. VAULTED .' 551 4 G C s r C`i 6 l TYP _ o Im05 4 TRUSSES a 24" oz. C NT. B-8 - -I T�H-- J , - L �;_ T ,P 55.4 i m F,�SEz9 m i _-� 1006 \ aX\m�ia 00, ANT =� - mow_ c6 0" 3 TYP G��. 1 C31 5 o ae ^ ORIGINAL DRAWING Y D Imms A a 55.a DANIEL S. GREEN. P.E. m - 12k",,,, - - c +� 2� OREGON 1/1820 4 RDE _i 55.1 SIM o �• �0 24 ORKSHOP Nps TY 55.1 1001 • -SIL DININ MANUF.VAULT ------� </ m U m t --.._.._:.�.-._ ROOM TRUSSES o 24" c. 8-19 (2 SPA ) m m 8 G� 1010 U�7 C3 9 m q PROJECT TITLE: LEGEND HD-[ C,1 55.1 55.4 TYP d C _ r _ _ _ _ _ ® 2x6 "2 DFL g 16" o.c, w/ "2 DFL TOP and BOTTOM PLATES N O 18 24 R.$ � SIM �FZgfzS 557 T _ _ ® _ _ SHEARWALL (SEE TABLE TJ ON 51.1) 94 i p p 5TAIR "2 O ADS I I va�m/' op' O m•j / _ ? 5 a� p$` (C) COLUMN- SIZE PER SCHEDULE O2 1009 (a Lu nf, CI m 16 (jQ� (P) PAD FOOTING- SIZE PER SCHEDULE Q I I I I c/ {�J�Q U C.xG I LKERS 3 G�� C.x m �p ?� HOLDOWN- SEE TABLE T2 ON SHEET 51.1 � I I I IIII r O f O -_--- -- - ---- B B 6 ria x9 GL O -bMl 9d-ZFM{-8d-21H{----C14 SS es SS 9S SS U - h � F•`H m 1-2 1-2 N NOTES _10�_ mz I. REFER TO DETAIL 1/55.1 FOR NAILING= SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. 7 \ 11 4 C11 1 14 19 Y 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES =_ - �.---------- UP - - -- - - �- 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. I _ - _- ------ - M 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTIINUITY. 9, ALL NON-BEARING HEADERS SHALL BE (2) 2x8 02 DFL (UJN.O.) J-- �s 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 a �� --�-� 6. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL WOOD COLUMNS. BLOCKING TO BE SAME GROSS SECTIONAL ^ AREA AS COLUMNS. Y a DRAWING NOTES OI MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 W O2 STAIR SHAFT a FRAMING PER DETAILS 6/5-5 t; > 3 S E C O N D FLOOR F RA M I N GQ • See tables T.1 and at For econdnFloor. wa II information. O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 1 • Holdowns located at the second Floor. •� F-+ o • Shearwalls are from the foundation to the second. O o 4 ELEVATOR SHAFT t FRAMING PER DETAILS 18/552, 3/55.5 a 14/55.5 S32B I/8"•I'-0" � O5 (3) 13/4"x5/2" LVL HEADER + CUT-OUT RIM BOARD FOR HVAG DUCT, PER DETAIL 20 a 21/55.1, COORDINATE LOCATION w/ MECHANICAL DRAWINGS SHEET TITLE: © DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 2nd FLOOR COORDINATE LOCATION w/ MECHANICAL DRAWINGS FRAMING PLAN BUILDING 'B' ADRAWN BY: SHEET: JAWDSO PROJECT'": 140601 S I B KEY PLAN DATE: 7/11/14 11 11.4 11.6 13 21 1.4 1.6 22 M - M , M ^O C ell; 0000 ROOF SHEATHING 2 C� b�AM^ 15/32" CDX PLYWOOD (24/16) MANUF. JACK y w/ Sd NAILS m 6"o.c. AT TRUSSES m 24" oz. ! !552 SIM ! o � � o ! 1 ! ! I DIAPHRAGM BOUNDRY AND 552 TYP MANUF. JA K 1 MANUF, JACK SUPPORTED PANEL EDGES, 1 � E TRUSSES m 24" oz. 552 TRUSSES m 24" oz. 12"oa. IN FIELD (UNBLOCKED) 552 .`,'"1 4 N == O A ' TYP I� A I I A LI TYP ! C/ _ A B - -- --- 8-2- -- - B 1 q , I Apip B_I O B_1 B_1 _ O O B-I A �jA J K TRUSS m 2�4" - - - m ODER T US 10 p _� q__ 5 _RVING O I d 0 E5 X GI DER N �+'V 552 ---- G.mmm®m LOA Oi 1 0 552 TYP _ - Z-I Z ( © 1 `0 O O Ory N y0 n I '4 TYP TYP ----- UFAGT 5SE I ! 552 y 07G N !Lu 1 L 1 LE ti. m O 552 - - N o� - o .(Y w 2 �', A 6 _ �14 13 ! _ .. _ 24' I n - w 13 wi -- _- Q N civ 552 IM 2 2.7 2.9 3 5 _ P m $52 _w 1 ------- ------ !1081 TYP m A.6 A m j N13 50 T ------- 551 DINING Q ! Q m !y0� 3 A ! d Q MANUF. TRUSSES 1 ! ti0 S5J TYP - -- - - - - --- E ti iTYP� 551 ♦ .y 552 5 c 1 B 3 - - B-1 a-i B-I B-I B 1 13 m 24" oc. 17 A. ? ? A -! A A A A A A A - i O� j Gry G O Oq TY f/ G� TYP 1/rww O 55.4 vJ B - - _ - - -- ---- -- y ! 1 TYP � ! I =� --_ O - �'�`P 5-1 8-12 B-II B-I B-10 _ p 0 0 ! OS MANUF. JACK 0 1 4 I J -I� "m TYP 5 y0 B L1 --- y0 C.>' IBX • GLB's�m 48„ G� 16 O 52 _ _ _ _ Im$5 O TRUSSES m 24" O.C. 552 T P I - ---- = 19 -- - I2 ti0 55.4 TYP m 3 ry [--- s I _ 12 ! 7 B-1m m u' L_____::� __ 552 - W TYP - --- - - - -� SCALE (© S ----- TY S5J TYP ♦ -- - __- 2 TYP j N 552 m 55] J - -- -- ti0 m Q G -..- -- 6913 - 04; 3 m O - ---- ! 1/ 1 m OS O I g` GLB G © 149 O � I I I y I I ---_ O 553- ----- . h m 48„ Oq B CI 0 ----- ! F D B MC MEDS _ I 5 g3 3/s - TYP O 21 yes I �Im90, r. G� ` A 55.4 m - 810 © 10 �, -,- rFt HD3 1 $ \ !m I _ I CART _ -------j '7 ! C`1/ - -- I -_-- 7 -- -- ------ ----- -- _ ---r- 552 -�-. ��552 r-- 1=1--t u•3/4" (MAX) GYPCRETE OVER TYP Z c'+ UHD56 FLOOR SHEATHING c`+ .:. :....:..r_-_ 1 ! ?O HD 55.1 3/4" CDX PLYWOOD (40/20) m __ L - 6 - m l -- - TYP LIDS O O ABV v9 M ! TYP ! TYP q _ _ _ - - _ _ ____._ ADMIN. O w/ 10d NAILS m 6"o.c. AT 22 r \ --/ v IOSI 12 ry ti ! Cry ti ------� ! ti 1 n n TYP. - m I DIAPHRAGM BOUNDRY AND O = i O Q Q = 6 HD3 `?' __-_1__11 �' ! ! OA __ - `;c p'2 SUPPORTED PANEL EDGES, > > I S 2 - ?' �p ti0 N _ ! n n Oil. O� G ! _ _ ! � p� m 12"o.c. IN FIELD (UNBLOCKED) A ! lu D MANUF. HIP 55.1 TYP S m ry 18 14 m M 10 ------- 5 - - --_ _ 8 2 -- _-- _-' `-- r -- I B g -- I TRUSSES m 24" o.o, r �/ 55.1 S5J ..--- ---_ O -- _ 551 6 O - p A.4$G� �pn �p �p S5J r Ci y0� /y O1/ y0 36"H .I.SIM TYP C`6 06 _-_ Oq TYP TYP S5J - LO_ -TYP - -� 0 ! ry y0 C` I M G C C © 2 51DED STOR HD5 O O C B 9 O B 2 C B 2 C r yOS C m n I S - - - -- _ --- Z� {1 ' `?' 02 G _ > _ D _ _ G B-2 B-2 B-2 B-2 V O CD - O = OT - - - - B 2 ELEG B 9 r - B-9 15 cv vi N 000 Lu 55.1 ry y y I 06$ O s -- r 0 0 O ROOM 1 (A CD _ TYP ! � '7 O O G © GI ._._..---__- ---- --- � m ti m TV ! ry I S5J m HD3 (j� ! m• B-2 Z-A3 - I - Q, _ A •fin 0`i ISI `�'y 3 �U TYP � CD I 06 ------ --- - --�i - ! -------- - 16 ! I n 2 I I I Y\ 5D �m B 2 B-9 Iy - --- MLC) -- - T5 - i ---- -- ----- -------------- ---- j -Ib4B V Z-Ib Z-I I' ! 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B-I O 1 A - - r B-20 B l B B I B 12 O O B 9 5-4 STAIR "6 - �/ 4 •� N GJ- GDOR ys O ti3 s G!J-I G MED ROOM p A Or RRIDOR C 2 01 OSA A CJ-1 _ m 011 2 +L+ - O O O J" ^^'' m 93 F G ARS 065 -c ti0 w 011 O� m U I= TTT-f-T m W O O tiO3 I L I I a A 0 3 -- - L a°i B-I re 1) - B 4E-4A 5 0 � r ^ C O C.6 �� - - - - -- -- B-4 B-4 B-I B-12 - B_4! B_-9 _ r - I� G-�All - - V -..-_ _.__.}__ __ ___ 9 B ! 5 `IHR FB - - F I I FB .L � � �__ 9d �li ---- -----11 _- _ _ EGH BATHERti0 ---- -- � B -r 1096 0 4 3 S G GJ s c' 66 01 c1/ _ I 6 G� O HHGU55 4 STOR I 6 \ lO (7 cu - U � LINEN 55 T --- _ \ 6 (TYP) T P)ER 565) Im --- 1012 1014 551 TYP G N y Q co cn M A-2 ! __.... j 6 I! I ` 1 YF? ! � B-4 m La I J - S5J TYP TYP y -- --r-� -- _ O _ A m 1062 i- - - _ - GO IDOR Z m U ry I 55J A-3b TY m mS ILD m ------ ------ -J -- Gry - - --- y03 G\ m S5J TYP __117 1 - al " 06 r m I - m - ' I I I -- __ I IO I 16 m 01/ F,_ H 5 © I l r - ! B ' HD2 G Ip 15 I�O TYP 5 O HD5 G 5.1 -lbw GI Lib TY P1 � Z-44b ----- -- - --- __ OA ---- ------ 01 �p2 A 3c spry Op B-5 A V Q'4 r �p OD OD 5-2 133 t I m- ? �O r ��Q LGU325 •? G� i i iL ti y � ! 8 STAFF n 0 HANGER I n O m B.g O� 5 ca - 6 = ------ 5-IB O1/ m S - - _ _ _ _ _ _ 55.1 061 m -- - - - - - - 6 i B 2 O B 2 O - W 55.1 B-2 B-2 B-2 B-2 HD5 REVISIONS: ! O .�, y O- 55.1 _ C3 ! O O TYP p� B ! A. ----r-- � �-. .------ MO 10 10 G r � ! ! 55.1 Cry a 6 0 6 A n u o c 18 _ = --__ IA TYP __ 2 'y �- O ti T MANUF. HIP = B - D �I - S5J - ti 55.1 O p I I O O _ S� r O S5J TYP 1 GORRI OR ) TRUSSES m 24" o.0. 6 ph n SIM S5J O q _ ? m' 3 TYP cv 8 I0 A n TYP 55J �. -> --. ' y0? spry 10 15 - HD3 ml 55.1 I m HD5 $ - U y0 m 55.1 TYP �" 1 S5J ti0 TY 6 I 15 m S HD3 ! -7------ 1TYP �' © 6 HD5 -- I I -._._._-_ HDI TYP 55.1 �O� AB r 55.1 TYP ! - --= !---+._._._._ © ! HD5 i - m ----- S5J TYP © tia 7 1 I - --:::-. HD 1 :._ w..m - 6 14 15 16 18 h -- -- e _-- - - - T P HD2 m m O2 r y B 1 A �p ©I A_1 I A- m O) o X18 I 31 y0? O yOOI ti0� 30 I IO 6 �� --- m Z-Abb G1 s51 ORIGINAL DRAWING TYP 55.1 S5J TYP -- '- X X-A6a -- �- TYP 2HR FW HR.FJ71� FVII� --F __ uo cu/��IiRF.J41� ouo FYcL. 2 2HR FW r 10 c - h y 0 y _ - --- - - - -- -- ° 9 DANIEL S. GREEN. P.E I ! ! - 1-r-I�� -- _ - -------- -- -._._..----......- -- ------- - - ! �p�i i a0'L n I pa m tiaS ! OREGON " 18520 1111111 r-- B-I I WALKERS DATE: 1111114 - - - - - - � ry Ory TYP 551 ! ! ! LL= =--- - - ELEV "I I I ?0 G O STOR TYP y ti L� 5 STAIR 13 I CD2 PROJECT TITLE S5J ! i i i 1034 =_'= I 1 _ 5 P BEAM SCH DULE ------ -- ! - ❑ f_ TYP 5 TYP ! ! -'f---- --- - _ _ � 5J ! FII.. G=I sd rJrll----_.._ ' BEAM BEAM SIZE BEAM TYPE AND GRADE N 5-1 (2) 2x8 02 DFL z NI 5-2 (3) 2x8 "2 DFL 2 2.7 2.9 3 5 a AL DNN " ! R__OOM B-3 (2) 2x10 2 DFL 1.3 1.5 22 WOMEN B-4 (3) 2x10 "2 DFL 1031 1026 5-5 6x8 "I DFL � B-6 (OxIO 01 DFL LEGEND 5--1 6x12 •1 DFL 2x6 02 DFL 16" oz. w/ 02 DFL TOP and BOTTOM PLATES 5-8 8x12 01 DFL q SECOND FLOOR FRAMING,-� SHEARWALL (SEE TABLE T.I ON SLI) I • See tables TJ and T2 for holdown/shearwall information. B-9 3 I/8x18 SEE NOTE "I • Holdowns located at the second floor. " (C) COLUMN- SIZE PER SCHEDULE S32C a"=P-O" • 5hearwalls are From the foundation to the second floor/roof. B-IO 5 1/8x9 SEE NOTE G (P) PAD FOOTING- SIZE PER SCHEDULE 1/l 5-11 5 1/8x10 1/2 SEE NOTE 01 Q� + NOTES 8-12 5 1/8x12 SEE NOTE "1 �j HOLDOWN- SEE TABLE T2 ON SHEET 51.1 y I. REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. I. HANGERS NOTED ARE SIMPSON STRONG-TIES. 8-13 5 1/8x13 I/2 SEE NOTE "i 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. 5-14 5 I/8x15 SEE NOTE "I -' O 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTINUITY. 9. ALL NON-BEARING HEADERS SHALL BE C2) 2x8 "2 DFL (UN.OJ JOIST SCHEDULE 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/552 8-15 5 I/8x18 SEE NOTE "1 6. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL JOIST MATERIAL SIZE SPACING 5-16 5 I/8x19 1/2 SEE NOTE 01 WOOD COLUMNS. BLOCKING TO BE SAME CROSS SECTIONAL J-I RED-190 IS" 24" o.c. 8-11 6 3/4x13 I/2 SEE NOTE "I Q AREA AS COLUMNS. J-2 RED-190 IS" 192" oz. B-18 6 3/4x15 SEE NOTE "1 1/j CG DRAWING NOTES J-3 RED-190 18" 16" oz. 8-19 6 3/4x18 SEE NOTE "I C W O MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 0 COLUMN SCHEDULE J-4 RED-190 S" 12" o.c. B-2O 8 3/4x13 I/2 SEE NOTE "I 2 STAIR SHAFT a FRAMING PER DETAILS /5S x J-5 RED-190 IS" (2-SPAN) 24" o.c. 8-21 6 3/4x15 SEE NOTE 01 O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 COLUMN COLUMN SIZE TYPE AND GRADE �� " " ® ELEVATOR SHAFT 4 FRAMING PER DETAILS 18/552, 3/55.5 a 14/55.5 J-6 RED-190 DBL. IS 192 oc. 8-22 8 3/4x16 1/2 SEE NOTE 1 0 O5 (3) 13/4"x511/2" LVL HEADER " CUT-OUT RIM BOARD FOR HVAC DUCT, CI (2) 2x6 02 DFL J-"I RED-190 DBL. IS" 16" o.c. 8-23 8 3/4x18 SEE NOTE 01 B vN o PER DETAIL 20 4 21/55.1, COORDINATE LOCATION w/ MECHANICAL G2 (3) 2x& 02 DFL CJ-1 02 DFL 2x10 24" oz. 8-24 8 3/4x19 1/2 SEE NOTE 01 r. DRAWINGS © DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 C3 6x6 01 DFL CJ-2 02 DFL 2x10 16" o.c. 8-25 8 3/4x21 SEE NOTE "i SHEET TITLE: COORDINATE LOCATION w/ MECHANICAL DRAWINGS C4 6x8 01 DFL CJ-3 02 DFL 2x10 12" oz, 8-26 8 3/4x22 1/2 SEE NOTE "1 2nd FLOOR C5 TS 311/2x311/2x1/4 46 ksi CJ-4 02 DFL 2x10 8" c.c. B-21 8 3/4x24 SEE NOTE "1 FRAMING PLAN BUILDING 'C' G6 TS 4x4x1/4 46 ksi DJ-I P.T. "2 HEM FIR 2x8 24" o.c. 8-28 8 3/4x25 I/2 SEE NOTE "I A 71 DRAWLY BY: C1 TS 5x5x1/4 46 ksi DJ-2 P.T. "2 HEM FIR 2x8 24" o.c. 5-29 6 3/4x28 1/2 SEE NOTE 01 JAR/DSO SHEET: G8 TS 6xbxl/4 46 les! MJ-1 RED-190 IS" 24" oz. 8-30 8 3/4x31 1/2 SEE NOTE "1 PROJECT#: G9 TS 1 46 ksi MJ-1 RED-190 IS" 12" oz, 8-31 10 3/4x22 1/2 SEE NOTE "I 140601 S3 .2C I. SIMPLE SPANS (24F-V4) KEY PLAN DATE; MULTIPLE a CANTILEvERED SPANS (24F-v8) 7/11/14 2. NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS 1 COLUMN SCHEDULE JOIST SCHEDULE BEAM SCHEDULE M COLJI"IN COLUMN SIZE TYPE AND GRADE JOIST MATERIAL SIZE SPACING BEAM BEAM SIZE BEAM TYPE AND GRADE W vMi rn rn ^ m 6 TYP I CI (2) 2x6 02 DFL J-1 RED-190 S" 24" o.c. 5-1 (2) 2x8 02 DFL [o "o 00 n 17 TYP to TYP C2 (3) 2x6 "2 DFL J-2 RED-190 IS" 192" oc. 5-2 (3) 2x8 02 DFL our^ yo D yo p S5J N H �,� Q0 C3 6x6 "1 DFL J-3 RED-190 IS" 16" oz. B-3 (2) 2x10 "2 DFL p p �C)B 4 Bis B-4 B_4 C,4 6x8 "I DFL J-4 RED-190 ISTYP 6 TYP O O G12" o.c. B-4 (3) 2x10 "2 DFL O N o -I ry y G\ r C,5 TS 31/2x31/2x1/4 46 ksi J-5 RED-190 IS" (Z-SPAN) 24" o.c. 5-5 6x8 "I DFL m V) 0. W �� ,1 \ C6 TS 4x4x'i4 46 ksi J-6 RED-190 DBL. IS" 192" o.c. 5-6 6x10 01 DFL B-4 G I- I Cl TS 5x5x'i4 46 ksi J-7 RED-190 DBL. IS" 16" o.c. 5-1 6x12 01 DFL I _ 514 CS TS 6x&xl/4 46 ksi CJ-1 02 DFL 2x10 24" o.c. 5-8 Sxl2 01 DFL J TYP 95J - G\ I C9 T5 6x8x114 46 ksi CJ-2 "2 DFL 2x10 16" o.c. 5-9 3 I/8x18 SEE NOTE "1 m I GJ-3 "2 DFL 2x10 12" oc. 8-10 5 /8x9 SEE NOTE "I m U 1-54 5 CJ-4 02 DFL 2x10 13" o.c. B-11 5 I/8x10 1/2 SEE NOTE 01 .N i - V 201 1 - ___, �A 205 DJ-I PIT. w2 HEM FIR 2x8 24" o.c. 8-12 5 I/8x12 SEE NOTE 01 7. 6e T__ =mm..aa. 2@9 113"A I DJ-2 P.T. 02 HEM FIR 2x8 24" o.c. 5-13 5 I/8x13 I/2 SEE NOTE 01 Q MJ-I RED-190 18" 24" oc. 5-14 5 1/8x15 SEE NOTE "1 TYP p, \ , MJ-I RED-190 I8" 12" c.c. 8-15 5 1/8x18 SEE NOTE 01 51 ------ - I i �. -- 5-16 5 1/8x19 1/2 SEE NOTE "I OVA -- I - 8 -- j NOTES 8-11 6 3/4x13 1/2 SEE NOTE 01 HD2 _ STO -- TYP 55J I 1. REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. B-IS 6 3/4x15 SEE NOTE 01 / 14 TYP "_ L 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 B. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC, DUCT SIZES / G\ S5J G\ '-4 !1 + 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. 8 19 6 3/4x18 SEE NOTE "I `U,4f] """" �' ------�'-_ '-� 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTIINUITY. 9. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 02 DFL (UN.O,) " 4 F- - I II F 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/552 8-20 8 3/4x13 I/2 SEE NOTE "I OF I ,1_ ORRIDOR 2 THIRD FLOOR FRAMING 6 WOOD SOLID GOL KING COLUMNS. BIN FLOOR LOCKING TOIST BE SPACE CROSS RSECTIONAL NDER ALL 5-21 8 3/4x15 SEE NOTE 1 O 5 A 2042 3.3 a"=h-m" AREA AS COLUMNS. 8-22 8 3/4x16 I/2 SEE NOTE "I I U 6 TYP _ _ _ Q _ - O B-I- O B-23 8 3/4x18 SEE NOTE 01 ' _ _ --- - DRAWING NOTES HD2 _ _ 5-1 - 8-24 8 3/4x19 1/2 SEE NOTE 01 OI PIANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 5-25 8 3/4x21 SEE NOTE "I G IIA aII g 2O STAIR SHAFT 4 FRAMING PER DETAILS 6/5.5 - --- 5-26 8 3/4x22 1/2 SEE NOTE 01 ----- ISI S5J T 7 O3 RECESS CONCRETE SLAB PER DETAIL 5/84.1 1 5-2'1 8 3/4x24 SEE NOTE "I 11 ELEVATOR SHAFT 4 FRAMING PER DETAILS 113/552, 3/65.5 4 14/55.5 \ I v mI 8-28 8 3/4x25 1/2 SEE NOTE 01 (3) 13/4"x51l/i" LVL HEADER + CUT-OUT RIM BOARD FOR HVAC DUCT, PER DETAIL 20 4 21/55.1, COORDINATE LOCATION w/ MECHANICAL 8-29 8 3/4x28 1/2 SEE NOTE "1 ------ ! \ -- DRAWINGS B-30 8 3/4x31 1/2 SEE NOTE 01 ll 1-6k DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 i_ 8-31 10 3/4x22 1/2 SEE NOTE "1 COORDINATE LOCATION w/ MECHANICAL DRAWINGS mII I-3b I T S5J 2�6 I. SIMPLE SPANS (24F-V4) .n m 17 m G\ I; -_ ___-___ I 208 MULTIPLE 4 CANTILEVERED SPANS (24F-V8) TYP 55.1 I I 2. NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS Ca� -a C.1 rn o B 2 - 1 CV o0 cv)-_ - - - - - - - - - - - -- - - - - 67 CO 6 OD B-4 OD B-5 0) M LC') TYP 55.1 ry OD Bry 0 y `7Qry r �Qry �, ci G\ C) C) O O O 0 6 0 - - ---- 23 '/L� L L0 0 � S5J TYP 55.1 TYP 1 �y CD C m TYP 33 /I� � c V- .0) Lu o 1 ��W LO 2004a 2@04 I \ W LLI � - - - - - - - - - - ----L _ � a) co ,-------I I fr L J - - - ------ - --- - R.8 _-fF4R_-F�_�R_-�-------� ____-- I \ i > STAIR 02 I ^W^'' C 25 TYP W U N O m - v L - m aI i 6 7 6 TYP`' \ IHR FJ T yO U \ ` O � s 17 CD DT -.- - - �sO�s _ _ OA --- Q M U) �' ©I 10 c3 0 © ) B ©j / a , 17 , ( , s \ v - TYP 551 17 yam? O �.A b -C4 Y U YP 55.1 m 0 m 2 - �m ._.._`_.--. 2 D f11 55.1 TYP ml 6 - I ___= 1 \ 10 Z@I TYP 851 202 852 TYP C3 Q \ 7 TYP G\ 4 1 °' _ 14 17 19 yo " y 10 TY - "T - = 5 TYP - g y01 55.1 ` 6e _ A -----i _ - -- ------- A 552 553 TYP / ' 221 G\ U / 55.1 TYP X.6 2 8 \Y �J m y� © @ -219 %\ \ )'� / ` Ory .-� ' REVISIONS: S5J TYP 6 TYP 552 U S5J TYP i TYP \ 55\ cl �Qry �Qry - - ------ N US5J TYP I211 H 2 ---- 6-5 ----- - - - -- - - 55J GI CO IDOR S5J TYP TYP O 1'� \ (] TYP 8 -_ 55J TYP i @ y0 Qry 14 B ,q O� �\ - I - U / y © B 4 .\ / �� STOR G�.\ TYP 851 \ � 581 TYP 10 P 51 `� 0 A � � `• m� C � yon I ry ; @ Y S5J rYP _ yo a� c/ \ ORIGINAL DRAWING 10 B-23 c2 B_2s I a- ry \ o �� STAMPED BY L5 G�� @' \ \ DANIEL S. GREEN. P.E. I-5a s9.t ,' `j % 17 OREGON " 18520 TYP J.2105 I 031 U \ C RRIDOR Y k `�s O i e Q/ is S5J TYPE\ / DATE: 1/11/14 TOR I i C yo 21 112 5 -G I 19 041 ',� 1 �© �� / 55.1 TYP y 0 25 \ P 1 --- i - --- I - �'\ S5J C 'Tr N \ �'P `'�` 852 PROJECT TITLE: I 1 I TYP '- __ -'-- T = I Ory S5J ELEV r TYP 55.1 TYP I i U 6♦' \ �;l d�� ! © of -'T--- , T - ® Pj GJ 1 __�-_ CI Nps O ---I B-I 5-1 8-21 B-I B-I ELEC O 1\ 121 1 TYP 55J I- Jcj-1 72 � ® � 55.1 �' -- 2042 TORZQ A © y�1 23 O B 1 _ _......__ B-I E5-l_ O B 9 B 9 B-I O 5-1 5-1 2md3 4 - ----- A - -- \ k © 777 1 1 - I-4a yo o u 1--� S5J TYP S5J TYP -- -_' 8 1 ` 216 LI_ i N i 1 ------ --r_.-- -�+ J 1 i_ S5J TYP I j �I 10 ,,�, ` . �-� TYP + '4 6 TYP 551 16 11 E OI I OB U 04 -----.....; ---.-..._._. 55.1 ---1 -- U \ GI „ -'�� ( C,3 552 TYP A l 1-4a I 8-25 i 8_25 5-4 13b I 206 I B B 2 55.1 214 / n 208 ^ 1 B TYP C y 17 553 TYP Q TYP � � \ 1 2 L� 03�\ @ 18 - 55.4 TYIP \ \ ' y Q LEGEND B 1 G\ I TYP 553 I QI 7� B 04j \ @ �,A O �`' ® 2x6 02 DFL 0 16" o.c. w/ "2 DFL TOP and BOTTOM PLATES F B-I I I \ G NT•, 3/4" (MAX) GYPGRETE OVER - P-4 Q a J-1 I I C,2 QJ I_ �,A FLOOR SHEATHING D (40 0) '� x ------ -----_-_--...--- - - - - - - - - iR B-4 -�•r B-4 B-'1 _ 3/ CDX PS 6 6" /2 O' ry -`- - --- 10 -_-'=- g_l _,,,_ �_ ._ Lu/ 0d NAILS � C�"o.c. AT - - -�- - - SHEARWALL (SEE TABLE T.I ON SLI) Y � 55.1 5 \ DIAPHRAGM BOUNDRY AND ❑ Z O T �`j 6 SUPPORTED PANEL EDGES, (C) COLUMN- SIZE PER SCHEDULE O O 5-5 11 m T 55J 12"0.0. IN FIELD (UNBLOCKED) (�\ (P) PAD FOOTING- SIZE PER SCHEDULE p N o \` Gnj 03 kn $52 TTP 55.1 y0 g_I �Qry 17 12 TYP Q\ B ,'- W 7 TYP C3 5-4 5-4 G'� TYP 551 W TYP 851 'Q\ 17 --- - ----- - _---- HOLDOUIN- SEE TABLE T2 ON SHEET SLI 2 - - - --- - - !!! 55.1 B-4 -- DJ 1 - TYP 25 Op OD =_-_-.=�c==-- B_4 - - - -- - SHEET 39 552 TYP �Qry ry �Qry ( O yQ O yO 3rd FLOOR p Ory _a. LAN B.1Z::.=, .----- a ? _ s y? ° BUILDING DINGMING F'A' _ o a ci G� 6 /4 DaAw,v BY: SHEET: 6 TYP 851 JAk'DSa TYP 851 1 2 ITY THIRD FLOOR F RA Nr I N C� • See tables T.1 and T2 for holdown/shearwall information. reaECrn: • Holdowns located at the third Floor. 140601 S3 .3A 11.4 11.6 33 • Shearwalls are From the second floor to the thrid floor. KEY PLAN DATE:: 7/11/14 BEAM SCHEDULE knM BEAM BEAM SIZE BEAM TYPE AND GRADE n M 5-1 (2) 2x8 02 DFL b M 00 00 5-2 (3) 2x8 02 DFL xy oAm 5-3 (2) 2x10 02 DFL ~ O M O Q kn C= 5-4 (3) 2x10 02 DFL 'n r N O 5-5 9,x8 01 DFL rj p B 6 9,x10 01 DFL v 5-1 9,x12 "1 DFL - - -� ------ 5-8 8x12 01 DFL J CORRIDOR ---�--- 5-9 3 1/8x18 SEE NOTE 01 12060 8-10 5 I/8x9 SEE NOTE 01 B-II 5 I/8x10 1/2 SEE NOTE 01 �_� 8-12 5 I/8xl2 SEE NOTE 01 __�-t cq 8-13 5 I/8x13 1/2 SEE NOTE "I Q 7 1 ---- _ 4 11 = __=-=--- -- 14 15 8-14 5 I/8x15 SEE NOTE 01 8-15 5 I/8x18 SEE NOTE 01 h A-1 A-1 i B-I9, 5 /8x19 1/2 SEE NOTE "I T •� B-Il 6 3/4x13 1/2 SEE NOTE 01 ` B-IS 9, 3/4x15 SEE NOTE 01 raw 1 2H8WTfW IHBNRfW 2HOfRfW 2H 2HR;; 2HRF 2 RFW ( F#Rlf� IR II RRWW 2F91�M 21MR 2F9 MW E C , 8-19 & 3/4x18 SEE NOTE 01 -A Ali B 15 I STOR W B-20 8 3/4x13 1/2 SEE NOTE 01 F D I � __ - G D � � �A TOR 2 TRUSMANUSES 9U24E oz. 5-21 8 3/4x15 SEE NOTE 01 _ - '-I r m Iii � ELEY "I � 8 . __ ' OF WIN � ( , B-22 8 3/4x16 I/2 SEE NOTE "I O O C�1 QLD STAIR 3 m U ® V B-23 8 3/4x18 SEE NOTE 01 Ory m 2m181 Ci DBL. EDGE OF WINDOW - -'- ' - G 5-24 8 3/4x19 1/2 SEE NOTE 01 -- - - ------------------- ---- It - - GIRDER TRUSS _ _ m CANT. 8-1�2 B-25 8 3/4x21 SEE NOTE I 24 1 ECH CI 14 _ _ B-2i6 8 3/4x22 1/2 SEE NOTE 01 551 ---------------- T P TI 2_017 I CANT. B-15 yc y — CH.2) " r THE TER ry I ! 4 5-2'1 8 3/4x24 SEE NOTE I m 10 I I G lb MECH O pi _ `�' � � p. 5-28 8 3/4x25 I/2 SEE NOTE "I 1H 23 5A S51 TY 205N TYP 55.4 ry I ! � °1 ! B-29 8 3/4x28 I/2 SEE NOTE "I - - J B-19 1 I 8-30 8 3/4x31 1/2 SEE NOTE 01 1 HD2 G _-� 5-3 10 3/4x22 I/2 SEE NOTE "I M 1�0 �� J - I. SIMPLE SPANS (24F-V4) TV > H GER P� i B-15 / 0-13 1 i v MULTIPLE a CANTILEVERED SPANS (24F-VO) J _ HGU525 _ _ _ _ ,�I 184 p) 2. NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS HANGER I m "'I 9@ 55.4 HD2 ! _ 14 yyE MANUF. JACK TRUSSES c 5 ` ! O O 9 24" oz. x I 'ti 551 t� U TY P �3 �O , O ! OCD A� °� JOIST SCHEDULE N 00 55.4 TYP y� JF' 1 IL CD Z I JOIST MATERIAL SIZE SPACING Q Q FITNESS _ ---- -- --_-- M UO m - 3 1 �m 2015 ? G O ( B 23 - - - -- ------- -.... - -------- - -- J.5 J-1 RED-190 IS" 24" o.c. �_ O O - N CD to cx TYP , yQ ! , C`j 5 23 Q> , J-2 RED-190 IS 192 oz. .L L GI ER TRUSS I - 2C1 �� , ? 551 TYP m m 553 TYP TYP �'1 m� _ J-3 RED-190 IS" 9," oz. ^ 10 LL m Ip IIII! J-4 RED-190 IS" 12" oc. VJ 4 CL g ya? ti? I '- - - - -- y0? HD2- (�� J-5 RED-190 IS" (2-SPAN) 24" oz. IRROR e BAR ------- - - - - - - -___-- ___ M NUF. VAULT K TV _ — — — - O - - - T- 11 - - - - J RED-190 DBL. 18" 192" oc. Lu O � � T SSES 9 2 " oc. O — L K J-1 RED-190 DBL. IS" I9," o.c. � OD B-28 (� uj HD2 W L i 21 I I �O m 3 RISER U525 _ I GJ-I 02 DFL 2x10 24" o.c. � (� O L TYP 552 I a] s H 1T HANGER m I I GJ-2 2 DFL 2x10 I9," oz. U > L IN r � - - - - - — (M �] m > G ml 2001 (TYP) " ^' L O LJ J I ry G� TYP 2 G� F lO Ory CJ-3 2 DFL 2x10 12 oz. (1W�11 O O P�� 55..4 I - C-L CJ-4 2 DFL 2x10 8" oz. W � 0) O J CANT. 5-23 MEG L O 8-26 - - ® O DJ-1 P.T. 2 HEM FIR 2x8 24" oz. ` ^ c 0) N v o ! HGU525 \ 55J TYP I I N I I DJ-2 P.T. 2 HEM FIR 2x8 24" oz, .L O tN HD2 HANGER G PP) - DBL. 9 EDGE OF WIND W I a 1 MJ-I RED-190 18" 24" o.c. ~ s= N I MGU 25 I -- - .`vl w 552 TYP �� CD CD W M N I HAN ER m _ _ n _ _ <v D _ TV _ _ _ '9 ry N - I - - MJ-I RED-190 18" 12 o.c. N M t— I (TY m > I Q ('7 W � I � ry � TYP 3 ! 7 I __- DBL. 9 EDGE OF WINDOW � — — t � — _ — — — O G c� I- a I �� v@� RR I I nary dI I I- - P 826 01 O I I _ - - _ ! 20 / HGU525 CANT. B-15 i TYP �a - �/ COLUMN SCHEDULE N — 5 .4 HANGER 46L - lO C? - L�J J � i n _ n 1 COLUMN COLUMN SIZE TYPE AND GRADE I O� I I MANUF. VAULTED I GI (2) 2x9, 2 DFL TRUSSES 9 24" oz. G2 (3) 2x9, 2 DFL 15 - - _ _ - - - - - O? L- C3 6x6 "I DFL REVISIONS: q - 6 -- - - $TOF, _ O I I 2003 u C4 9,x8 "1 DFL y M MEN WWI - C5 TS 31/2x3 2x'/4 46 ksi �u # m p L_`_m__. 23 201' G lO G6 TS 4x4xi4 4io ksi qNd * +_ TYP 55J �O� G� Cl TS 5x5xli4 49, ksi (33 t ry SNFLV[ g B-23 GIRDER TRUSS C8 TS 6xll 46 ksi x TYP 551 G9 TS 8x8x,14 46 ks i Gtp i C`s HGU525 ? 19 5 ! HANGER HD2 °�, 51 TYP 853 i ryy B i (� a 2NNU`'F. JACK TRUSSES—"' RUSSES CH TYP Chi m# _ 5 p _ 05 - ACT/ 2 G 553 TYP y J� 1 I ORIGINAL DRAWING 1 i -CRAFT - Y� 55.4 i �� P STAMPED BY 2002 c3 m 8-23 �^� DANIEL S. GREEN. P.E. v ci HGU5� i N. —" - - - - — -- - - - - - - -- - -- - - — -- R.1 OREGON " 18520 al HANGER B-le - c 2O DATE: -1/11/14 3/4" (MAX) GYPGRETE OVE _ _ _ __ _—__!—_ I HGU525 _ ,n > , FLOOR SHEATHING 24 I I ! OD .n! 12 HANGER - 3/4" CDX PLYWOOD (40/20) S5J # P (TYP) w/ 10d NAILS 9 6"oz. AT TYFI DIAPHRAGM BOUNDRY AND - ACT ACT OPEN 70 15 B-19 (2 SPAN) N LF DININ y0 G 651 PROJECT TITLE: SUPPORTED PANEL EDGES, I ml DIR KIT �. G BELOW 1 G 02 LEGEND 12"oc. IN FIELD (UNBLOCKED) 'L 2004a 4 @ i N 14 CANT_ 5-31 P 552 __ R.p 2x6 2 DFL e 16" o.c. w/ 2 DFL TOP and BOTTOM PLATES N D 't ! 1. Y 55J ! Op m! (j\ ki ,10 y y ❑ r c - - O - - SHEARWALL (SEE TABLE T.1 ON BID}__._.__.... _ HD2 DBL- 9 EDGE OF WINDOW Off , y A O�*c0 2 M Gry o Ox 2 S2mm62 m G C1 ? h^ �P�' 1 (G) COLUMN- SIZE PER SCHEDULE W U Icy _P�J� Z (��V0 (P) PAD FOOTING- SIZE PER SCHEDULE I k^ O m DBL. �' EDGE OF WINDOW , Q yl IL m OGS U O�D c3 [� Oi CANT. ! a02 I HOEDOWN- SEE TABLE T2 ON SHEET SLI OT I INR F —__—_—___ _— INR FB — — B- — — — � L — � n 2 es_-_e as as as as A A 1-2 1-2 N NOTES - 201 202 + Q I. REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. '1. HANGERS NOTED ARE SIMPSON STRONG-TIES. 7 4 C11 1 14 19 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES --- - - 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. r j___=7j --! - - Q 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTINUITY. 9. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 2 DFL (UN.O.) 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 a UNDER --- 6. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL ,�� ' r WOOD COLUMNS. BLOCKING TO BE SAME CROSS SECTIONAL AREA AS COLUMNS. Y Q C _�, W DRAWING NOTES z a W x I MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/852 • O2 STAIR SHAFT a FRAMING PER DETAILS 9,/5,5 THIRDFLOOR F RA M I N C, • See tables T.I and T2 For holdown/shearwall information. 3 z 3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 Holdowns located at the third Floor. ;::s o • Shearwalls are from the second floor to the thrid floor. O o 4 ELEVATOR SHAFT t FRAMING PER DETAILS 18/552, 3/55.5 a 14/55.5 3.3 /a"=P-O" o O5 (3) 13/4"x5112" LVL HEADER + GUT-OUT RIM BOARD FOR HVAG DUCT, ^. '. PER DETAIL 20 a 21/55.1, COORDINATE LOCATION w/ MECHANICAL DRAWINGS SHEET TITLE: © DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 3rd FLOOR COORDINATE LOCATION w/ MECHANICAL DRAWINGS FRAMING PLAN BUILDING 'B' ADRAWN BY: SHEET: JAR/DSG PROJECT N: 140601 S 3 .3 B KEY PLAN DATE: 7/11/14 BEAM SCHEDULE M BEAM BEAM SIZE BEAM TYPE AND GRADE W Mr 5-1 (2) 2x8 "2 DFLb M 00 B- 2(3) 2x8 02 DFL ooAM L 5-3 (2) 2x10 02 DFL o°o p o 0 5-4 (3) 2x10 02 DFL c v N 5-5 6x8 01 DFL 5-6 6x10 01 DFL 5-1 6x12 01 DFL v - ------=- -.------ 5-8 8x12 01 DFL J -� � CORRIDOR --- 5-9 3 I/8x18 SEE NOTE 01 L60_j 8-10 5 I/8x9 SEE NOTE "1 5-11 5 118x10 1/2 SEE NOTE 01 5-12 5 I/8x12 SEE NOTE 01 -- C9ems.' 71 ___.... - 8-13 5 I/8x13 I/2 SEE NOTE "1 4 11 --- 14 15 8-14 5 I/8x15 SEE NOTE 01 8-15 5 1/8x18 SEE NOTE "1 „I A-1 A-1 5-16 5 1/8x19 1/2 SEE NOTE 01 •O B-Il 6 3/4x13 1/2 SEE NOTE 01 B-IS 6 3/4x15 SEE NOTE "I Eif�tf'W 2HBFR4�FW 2H 2H&II�FW 2HR 2 RFW F97J F9RIRV11 2F9 UW 2F9RIRWW- 2F9RI 2F9RiRWW 5-19 6 3/4x18 SEE NOTE " J46 --- E E 5-20 8 3/4x13 1/2 SEE NOTE 01 FC MANU . VAULTED " I 6 OF WIN Q m A I TRUS ES w 24" oc. 8 21 8 3/4x15 SEE NOTE I " 2 LE "I I 2 5-22 S 3/4x16 112 SEE NOTE 01 O u 6TAIR 3 > �i ® O a1 1 5-23 8 3/4x18 SEE NOTE 01 Qry O --- -7-- 2018. O--- - _ •ffl iU L1 _ Ox DBL. o EDGE OF WINDOW --.. . .------ -. __ .-- ----- -------_-_--OG " 1 L OH I-- .-.- GIRDER TRUSS B-24 8 3/4x19 I/2 SEE NOTE I - GI 8-25 8 3/4x21 SEE NOTE "I p ___ _ I m CANT. B-I 24 - --- ECH CI I N d u•n B-26 8 3/4x22 1/2 SEE NOTE 01 T�P �) - ) ( - 2011 I - CANT. 8-15 g 6 � OD i THE TER ti I � '� B-2l 8 3/4x24 SEE NOTE "I Q1 MECH _ 2 m9 jQ cx p. 5-28 8 3/4x25 1/2 SEE NOTE 01 i i i pJ Io I 23 SALON 1 - _ L I JF a 1k 5-29 8 3/4x28 1/2 SEE NOTE 01 1 - 55J TY 2016 TYP �� - J 8-19 / iI � •� 8-30 8 3/4x31 I/2 SEE NOTE "I a HD2 G I B-31 10 3/4x22 1/2 SEE NOTE 01 y � -- ----- ---- - -----_ > 01 m TV > H GER 0� i J 8-15 /' �_13 H.8 L SIMPLE SPANS (24F-V4) / MULTIPLE 4 CANTILEVERED SPANS (24F-VS) _ HGU525 _ _ _ I/ 1&4 IOA 2 NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS \._�� - y------ HANGER I m--- { n 1 9@ 55.4 HD2 M CD __ 14 5� MANUF. JACK TRUSSES C` 5 i� 1 5 s 24" of_ Qry 552 Z� U O CD TYP 5`'3 1 O M CD - P°� 1 or" JOIST SCHEDULE N 00 ` \ I 55.4 TYP r CD Z - - �� JOIST MATERIAL SIZE SPACING 0') (0 Q Q FITNESS - --- --- - - _ M 0 552 �m 2015 ? G Op 8-23- - -- . ... _._.. - - - - --{-� J.5 J I RED-190 IS" 24" a.c. OO `1 ---- - TYP GIRDER TRUSS 2O �� •� L N - y I I Z, 5 23 c> ' J-2 RED-190 18" 192 OZ_ � X O? TYP 551 J-3 RED 190 IS" 16" oc. C 0 LL 552 TYP rcl m $53 TYP l J-4 RED-190 IS" 12" I ,- 4 6 yp1 y? O� - I ti - - - yea HD2 G� n J-5 RED-190 18" (2-5PAN) 24" oz. TV RROR e BAR D C� -._____.. _ _ - _ M SS 5®ULT DK O O I J-6 RED-190DBL. i1-- - -_--- --_- W > 0 TFC E " oc. Lf� -_____- - -. .._. _. .__ .__ __ �______.._ _. .-.. _ � -.rte-- - -_J L -.- O \ g_28 LLI d. p �Qti Oma, I - HD2 CJ-1 "2 DFL 2x10 24" o.c. W � N 21 I I RISER GU525 +'' O I H IT I I GJ-2 •2 DFL 2x10 16" o.c. U > M L F � - - - - - - - - - TYP 552 > m 2001 HANGER - -- _ > ti M i G ml CTYP) ^, i L J J I ti G� TYP 2 G� m r IO Qry CJ-3 "2 DFL 2x10 12" oz. (^D, Cl Q EC-L CJ-4 "2 DFL 2x10 8" oz, W U) [U O J CANT. MEG L 0) 8-26 - - - Io DJ-I P.T. "2 HEM FIR 2x8 24" oz. 0 cv - I 8 m IF HANGER 55.1 TYP JJi I I I I DJ-2 P.T. "2 HEM FIR 2x8 24" oz. 0" HD2 HANGER G� �� DBL. s EDGE OF WINDOW I e 1 ~ cn P MJ-1 RED-190 18" 24" oz. � � HANGER N ^ p I TV m m ti CD N 552 TYP MJ-1 RED-190 IS" 12" o.c. co M - - - - - - - - - - - _ ___ __ ________ - - - - - - - - - - - D t- (TY ip C'7 Cn l 'L TYPT3, -- DBL. o EDGE OF WINDOW e' RR I Qti Im F - P� g�26 01 _ _ D 2) / HGU525 CANT. 8-15 TYP �Q - �/ I COLUMN SCHEDULE CN S 4 HANGER @y IOA L J J �Q m - Io - COLUMN COLUMN SIZE TYPE AND GRADE _ I C, > " > I MANUF. VAULTED Gt Q> m lm C� I TRUSSES ® 24" oz Cl 2) 2x6 "2 DFL ©I m © © G2 (3) 2x& 02 DFL P -15 - - - - - _ --- - - - ----- - -----_ ----- - - - - - --------- -�I - - - ---- - -- - ___0p G3 6x6 "I DFL REVISIONS: O? ___ S_TOR-- _ _ " �- O ADDENDUM •I 4 6 -� -- - 2003 y MEN WOM u G4 6x8/ / 1 DFL 9/22/14 G5 TS 3 2x3 2x 4 46 ksi If /Tyl o1 G6 TS 4x4xlxa 46 ksi Z J �44N55.1- O? I (� Gl TS 5x5xla 46 ksi U 1 � SNS S 8-23 GIRDER TRUSS GS TS 6x6x1/4 46 ksi - - TYP 552 m F'•4 G9 TS 8x8x1i4 46 ksi n aU - y� 1 Gtp Qs HGU525 `' 19 5 HANGER HD2 Op, 2 TYP 553 i •'� Zb 50 s 2 - ICH TYP ? - MANUF. JACK TRUSSES O CEJ _ - 05 ACT/ Y� 2 \ G 553 TYP yp PJ�, I 1 ORIGINAL DRAWING - - - -(G�1Ru7S- 5.a i 1 J� STAMPED BY x HGU5�5002 ^ 031 8-23 �P� DANIEL S. GREEN. P.E. Ga - ; •I- .- - - - - _ - - -- - - R.1 HANGER OREGON " 18520 3/4" (MAX)GYPCRETE OV DATE; 9/24/4 OR SHEATHING 24 - 1 lO �1' 12 P HANGER ,SO? 3/4"" GDX PLYWOOD (40/20) 55.1 --------- ----- w/ 10d NAILS a 6"oc. AT TYR I - m 55.4 > m DIAPHRAGM BOUNDRY AND Z - ACT ACT OPEN 70 15 B-19 (2 SPAN) Fo ILF DININ y0 G ^ 552 PROJECT TITLE: SUPPORTED PANEL EDGES, I ml - DIR KIT �. G BELOW 1 G OZ LEGEND 12"oc. IN FIELD (UNBLOCKED) 'Y 2004a 4 P� ' N 14 y. I ? CANT. B-31 2 O IL R.8 ® 2x6 02 DFL s 16" oz. w/ 02 DFL TOP and BOTTOM PLATES N yp 55J O �� \ I �Q 6�5 a - II- - p r == -F---- HD2 G DBL. m EDGE OF WINDOWS I I, m 8 ® SHEARWALL (SEE TABLE T.I ON SID � 2 m Cry o Ox S2mm� Gi „� �' 4Pv I (C) COLUMN- SIZE PER SCHEDULE 2O m Cl > P��Np1 GQ� (P) PAD FOOTING- SIZE PER SCHEDULE DBL. o EDGE OF WINDOW Q\ O (1 xD C`3 CANT. 61 2 HOLDOWN- SEE TABLE T2 ON SHEET 51.1 �, T HR FS___ _ NR FEB B-3 _ _ _ Al15 aO (� ! a jjJJ �/� --..----- ----- ------- -- es---e as as as as � � \._/J i 1 ' U 1-2 1-2 NOTES 201 2-02 + Q� I. REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. 7 � ' 4 C11 1 14 19 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES 41 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. ----------- --- __-._.__._i._. _ - --- -�------- � _' 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTINUITY. 9. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 02 DFL (UN.O.) Q O 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/552 -- --- 6. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL aw/ WOOD COLUMNS. BLOCKING TO BE SAME GROSS SECTIONAL AREA AS COLUMNS. 5 DRAWING NOTES IO a C Z OI MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 W � O2 STAIR SHAFT 4 FRAMING PER DETAILS 6/5.5 THIRDFLOOR F RA M I N Q • See tables T.1 and T2 for hold Floor.earwa II in Formation. 3 Z 3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 • Holdowns located at the thud Floor. CIO o • Shearwalls are From the second floor to the thrid floor. 0 0 4 ELEVATOR SHAFT 4 FRAMING PER DETAILS 18/552, 3/55.5 4 14/55.5 3.3 I/a"=I'-m" � � � o O5 (3) 13ia"x51/1" LVL HEADER . CUT-OUT RIM BOARD FOR HVAC DUCT, . ^. PER DETAIL 20 4 21/55.1, COORDINATE LOCATION w/ MECHANICAL DRAWINGS SHEET TITLE: © DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 3rd FLOOR COORDINATE LOCATION w/ MECHANICAL DRAWINGS FRAMING PLAN BUILDING 'B' ADRAWN BY: SHEET: JAR/DSIG PROH:Cr a: 140601 S 3 .3 B KEY PLAN DATE; 7/11/14 1 COLUMN SCHEDULE JOIST SCHEDULE BEAM SCHEDULE M COLUMN COLUMN SIZE TYPE AND GRADE JOIST MATERIAL SIZE SPACING BEAM BEAM SIZE BEAM TYPE AND GRADE W n r ,M 552 TYP (2) 2x6 "2 DFL J-1 RED-190 W. 24" oz. 5-1 (2) 2x8 02 DFL C4o M 0000 MANUF. JACK TRUSSES 552 3,4 C2 (3) 2x6 02 DFL J-2 RED-190 1511 192" oc. 5-2 (3) 2x8 02 DFL m O 24" or-, C3 6x6 "1 DFL J-3 RED-190 IS" 16" o.c. B-3 (2) 2x10 "2 DFL 0 o O 1 TYP - - B 1 - A A A C4 6x8 01 DFL J-4 RED-1901 U 8" 12" oz' N B-4 (3) 2x10 "2 DFL c B-2 B-2 .... — — — --- —- Os G5 TS 31/zx31/zx'�a 46 ksi J-5 RED-190 IS" (2-SPAN) 24" o-c. 5-5 6x8 "I DFL m C40 p„ w A C6 TS 4x4x1/4 46 ksi J-6 RED-190 DBL. IS" 192" o.c- B-6 6x10 01 DFL _ - GIRDER T TS 5x5x1j4 46 ksi J-1 RED 30 DBL. IS" 16" oz. B-1 6x12 "I DFL SS G1 MANUF. JACK TRUSSES 0 24 oz, ti/,p G\ v, I j I ' GS TS 6x6x1ja 46 ksi GJ-1 "2 DFL 2x10 24" oz. 5-8 8x12 "I DFL J li G9 TS Sx8x1/4 46 ksi CJ-2 "2 DFL 2x10 16" oz. B-9 3 1/8x18 SEE NOTE "I ti N �L CJ-3 02 DFL 2x10 12" o-c. 8-10 5 I/8x9 SEE NOTE 01 �b�11 TYP RU ~ COT t 5E5 305 GJ-4 "2 DFL 2x10 8" oc. B-II 5 I/8x10 I/2 SEE NOTE "I .ti w NUF. T 30Q ~ p Hp I� DJ F.T. 02 HEM FIR 2x8 24" cc. 5-12 5 I/8x12 SEE NOTE "I DJ-2 P.T. "2 HEM FIR 2x8 24" oz. 5-13 5 I/5x13 I/2 SEE NOTE "I 0 I y w 25 —. � m ". MANUF. JACK TRUSSES 'i/ SRUS IID r"� - - i "-"--' I _ MJ-I RED-190 IS" 24" oz. 8-14 5 I/8x15 SEE NOTE "I m 24" ot. p PNUF• OL 553 . T --- 6 qA" °�' �7 g-I j L - MJ-I RED-190 IS" 12" oz. 8-15 5 1/8x18 SEE NOTE "1 p m I T-__T___ Mpr1UP. L__ _ - ____ I 11 __.. B-16 5 1/8x19 1/2 SEE NOTE 01 _ I I $TOR NOTES B-Il 6 3/4x13 I/2 SEE NOTE "I ~ I. REFER TO DETAIL I/65-I FOR NAILING SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. B-IS 6 3/4x15 SEE NOTE "I 2- FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES pl G� 2 ` - _ 15-19 6 3/4x18 SEE NOTE "I 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS- AND LOCATIONS. U.4 TYP 1 B I 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTIINUITY. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 "2 DFL (UN.O.) B-20 8 3/4x13 1/2 SEE NOTE 01 552 ---- ORRIDOR 2 ROOF FRAMING PLAN— 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 a 23/552 g C6- SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL 8 21 8 3/4x15 SEE NOTE "I O 3042 3.4 WOOD COLUMNS- BLOCKING TO BE SAME CROSS SECTIONAL " MANUF- JACK TRUSSES '4 B-22 8 3/4x16 I/2 SEE NOTE I C _ g_I 0 AREA AS COLUMNS, 8-23 8 3/4x18 SEE NOTE "I N 1 --+ i ; +---- DRAWING NOTES " N 9d aril ( 8-24 8 3/4x19 I/2 SEE NOTE I OF tRU = m;1 I O MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 8-25 8 3/4x21 SEE NOTE "I G -'1- N� y12 -- A j: i 3 2 STAIR SHAFT 4 FRAMING PER DETAILS 6/5.5 " =�I TYP 1__ � - - i- __1_ O 8-26 8 3/4x22 I/2 SEE NOTE I Ol - N ml 851 i O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 IR � I I I I B-2� 8 3/4x24 SEE NOTE "I MANUF. JACK TRUSSES I IT I = _�___ I ___�_ ® ELEVATOR SHAFT 4 FRAMING PER DETAILS IS/552, 3/55B 4 14/55.5 " 0 24" o.c. �5S8g K LL' - ----- 8-28 8 3/4x25 I/2 SEE NOTE 1 28 , w 553 j pr1UF•t v =I -- L ® ... - O5 (3) 13/4"x51/z" LVL HEADER + CUT-OUT RIM BOARD FOR HVAC DUCT, °6_ I FRUS A ""g�; IU' mI 555 TYP PER DETAIL 20 4 21/55.1, COORDINATE LOCATION w/ MECHANICAL B-29 8 3/4x28 1/2 SEE NOTE 01 G 310 a I I - NQ T--- DRAWINGS 5-30 8 3/4x31 I/2 SEE NOTE "I 1 I-4a © DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 B-31 10 3/4x22 1/2 SEE NOTE "I COORDINATE LOCATION w/ MECHANICAL DRAWINGS N I-3b 2 m1 306 1. SIMPLE SPANS (24F-V4) TYP 552 0/ �� - I I308 MULTIPLE 4 CANTILEVERED SPANS (24F-VS) O 2. NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS T B-2 A 107 =I O (D - - N 000 B-2 _A_ B 10 M M TYP 552 A B A Q/ G 23 �_ OLr) O ' MANUF. JACK TRUSSES 24�� oz. TYP 2 m X TYP P N S51 , TYP ^ 1 S51 1 W C LB 551 3.4 7p D_ •0) w CDCD \ X I N w 'T - -R.S w 3 v; o 5 IR "2 I W^, I 300.6_ W � O 2 TYP U 1 _ U L N 1-4c 552 I I 551 TYP $51 Tj _ - IHR F__.-.—_ _ F IHS F IHR FB J y 2 - MANUF,o� K TRUSSES C) I I A 24" MANUF. JACK TRUSSES 0 \ e �/ s \ 2 0 ) A -� �_ - I s 24" oz. ? Q A � 851 TYP C'7 (n I y O TYP 2 - 1-2 _ _ 551 - 30 m• 302 552 TYP _ GIRDER TRUSS 2 SER TRUSS G- = 551 TYP c c y'A1,4) 17 19 U MANUF. J4 Tf�1SSES TYP A , O� \ yy�y �2 U 5I TYP X.V Gy 4 al - ----.- 4 a °3 0.2 2 N TYP 851 N y " A , � g 3A m - 3 `p al A O PFJ N/p REVISIONS: 551 TYP 2 m 0' -p0 O? \ 1 0 I 1 Ltt ci TYP O O 551 TYP TYP U A 1 __L-, --------- --------- � 552 2 __.-_._.___ - 4. MANUF. JACK TRU55E5 \ TY O / \q RAISED TRUSSES S51 TYP MANUF. JACK TRUSSES _ Q 2 m 24" oz. .n - 0 24" o.c. � U � Yr- 5 m - -_..------- 4 TYP TYP Ol / 5 1 Q • s 3Il e4'a U B I TI _ 551 \\ y � 8-10 _ _ 851 552 IDOR 852 551 G �j��' MANUF. JACK TRUSSES ----- _ CI TYP !.//p U "PQ -- 4� �\ \ ,-'' G� - .. a 24" oz. G 552 --- - - A GI TRUSS O B 2 - @ B 2 0 ,\� �'1• GI MANUF. JACK TRUSSES G/ °�• �/ G° °� d1 yy0yy Y ORIGINAL DRAWING NORa - \ t o� p STAMPED BY TY 551 I R4/gE� �i _ I try I \ \ 3 u 'G)• / AZA �mpa DANIEL S. GREEN. F.E. ----------- o OREGON " 18520 - 1 SFg O - DATE: TYOR /Il/14 30l 4 305 4 ? ___ _ -- w P O 313 � I K �O� q rL\ I � � -la � � _-- , � \ I 315 P�J� @y I 0 � -,--- I I --- 2a^ pA' h'o a CI SRU / { I - - � I I I j � 585 � F� \\ ♦------ i i °L• � MONO _ I i � � / TYP I �'(F� o 2a - Fi __ --1'\ANU3 F• I I II I i u+ `' \ � / ` S351 � �� ' �@` \ � U 0.1 / p �\ PROJECT TITLE: ,1 --- 0' 's ® i -i 2 TYP` I j 551 TYP I U -- 551 TY Iil i Uti 0-\ TYP �5 Z tuQ e '(�'y5 q T G 1 I \� \ X10 (y\CZ N/p TYP 552 4 13b 2 B-I 5-1 X IRD B-I 5-1 / `� 851 TYP 318 GELEC � J 1 2. G� O, I CJ-I \ ---E 0042 MGN aTOR B-I _ 5_1 B-I B X B-1 B 1 5-1 cc 0 24" oz, TRUSSES I _ N - A 1. 1 1 50 ' I TYP 3 \ 4 TYP ` 1 TYP 1 T 1 I - TYP T P TYP 551 P -4a 1 3 1 .— I U 3 - a•^'° ---"- I� __316 1Q TY U TYP 551 I� i --_� 851 L _...� �i T I I I N �_ rY 2 �- ,t� > --- --- - v` °p. N I _ {�(I._-. - _ I -- a- ._ .. __ 1 ` P - g5E5 0 2d,. C3 66vy 5 2a' 1 ` GI Q �! I lb 1-4a N F•t 95 p 1]pNUF O I s 314 g'2 5 ¢ O I_gIj I 306 I II N NII �, II II `.qAN j IIS 4 A _ 308 4 10 551 I , - _ i 552 TYP 0'2 'y vi Q I 551 TYP TYP 551 I G TYP 2 „+�_, > I`7 L�—{-=- A MANUF- JACK TRUSSES 551 LEGEND n M (i� i---- 1 -2 0 24" oz. `j =, ^ I-7 I 1-2a 2x602 DFL -0 16" oz. w/ "2 DFL TOP and BOTTOM PLATES �, W � vil311 I TYP 1 n x B 13 ----- -- --------- ---_ - g,\ 551 0 '� 3 _.-.- __._-___ � - - - - - - SHEARWALL (SEE TABLE T.I ON SLI) Oi G _ - - -. - 1 G 6/1 G3 c3 -- -- - (C) COLUMN- SIZE PER SCHEDULE Q o I I B 5 2 \Q (P) PAD FOOTING- SIZE PER SCHEDULE B 551 o TYP 1 TYP _ ER USSR �O TY551 Q\ r. c P y \ _ _ _ A 1j HOEDOWN- SEE TABLE T2 ON SHEET SLI SHEET TITLE: A B 4 O ® B 4 A f ROOF 2 FRAMING PLAN 2 3A TYP 551 MANUF. )AGK TRUSSES � � � � , 0 24" oz. 7f4) - - - B I3 BUILDING 'A' TYP 1 G c/ 1 A 552 TYP ROOF F R A M I N IQ PLAN DAA BY: SHEET: MANUF. JACK TRUSSES • See tables T.I and T2 for holdown/shearwall information- JAwusc TYP 2 6 24" oz, • Holdowns located at the fourth floor."IQ �+ 3.4 • Shearwalls are From the third 140601 floor to the Fourth Floor, x140601 ROJECTN: S 3 .`Y,A KEY PLAN DATE: 7/11/14 BEAM SCHEDULE M BEAM BEAM SIZE BEAM TYPE AND GRADE W M 5-1 (2) 2x8 02 DFLb M 00 5-2 (3) 2x8 02 DFL apri�I C yam, O M 5-3 (2) 2x10 "2 DFL °o O 5-4 (3) 2x10 02 DFL y1 N O 5-5 6x8 "I DFL M vJ a w 5-6 6x10 01 DFL 5-1 6x12 "I DFL 5-8 Bx12 01 DFL J 30 0 5-9 3 I/8x18 SEE NOTE "I 8-10 5 I/8x9 SEE NOTE 01 8-11 5 I/8x10 1/2 SEE NOTE 01 . 7 1 4 11 — 14 15 8-12 5 1/axl2 SEE NOTE 01 8-13 5 I/8x13 1/2 SEE NOTE 01 Q q.l 5-14 5 I/8x15 SEE NOTE 01 m 331 330 8-15 5 I/8x18 SEE NOTE "I 8-16 5 I/8x19 1/2 SEE NOTE 01 ._ 2H RH@IHN.FW 2H___.-. -_2HBHIQvfY�i,,,,_2H@ FW 1_2_ 2 RFW rs�_ __- RWW 2F9RIRWW__1 R1, zt9rdRwYv CO 5-11 6 3/4x13 /2 SEE NOTE 01 E I I I ICA G 5-18 6 3/4x15 SEE NOTE 01 TRUS S 24 O A I : tr A ( ' G ?�e 1 I 8-19 6 3/4x18 SEE NOTE 01 F 5 A I _�� - 5SE5 i24' TYP S51 ---- ___ _) GK TR 552 8-20 S 3/4x13 I/2 SEE NOTE "I Irwi � n iYP 1 STAIR $BIRDER T S 4 m CsIR R R _ p • ' 5-21 8 3/4x15 SEE NOTE "IILU O B-22 8 3/4x16 1/2 SEE NOTE "I -- I I R B IHR F IHR F 4 IH F — G _ -. R MANUF. TRUSSES 24 » " Z.sp23 8 3/4x18 SEE NOTE "I �M■ (A , f B-24 e 8 3/4x19 I/2 SEE NOTE "I v - uJ _ _ _ -r - - - u n DER TRUSS H•2 B-25 8 3/4x21 SEE NOTE "1 5 ' B-26 8 3/4x22 1/2 SEE NOTE "I i 3c2 G 5-21 8 3/4x24 SEE NOTE 01 I 3 3 2 1 I £ I - \ J ------552 � � --•—T- _ 552_ _ __ I £ _ 8 •�' 8-28 8 3/4x25 I/2 SEE NOTE "I 552 _ -- --- - G z TYP G 5-29 a 3/4x28 I/2 SEE NOTE "I 2 -- I -- B-30 8 3/4x31 1/2 SEE NOTE 01 (D 551 TYP £� - _ -- _IRO R TRUSS __ u p __,q. 1 A H•8 B-31 10 3/4x22 1/2 SEE NOTE 01 om '- - T _ '`S- - m OI 1 552 I ' 1. SIMPLE SPANS (24F-V4) - TY MULTIPLE 4 CANTILEVERED SPANS (24F-VB) " p0 1 gc 261 4 -0 0 5 ® 2k 2. NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS A I / 1 O O 7pN QTY ry A u o l \860 328 V 0 OCD A N " �i TYP s 3 ' -- °' I N w Q JOIST SCHEDULE co 00 ._ - .S — 1 I A 1 13005 - -- - -------- 1 2� JOIST MATERIAL SIZE SPACING cm co U') ,I _ 2 - ---- 0 Oi J-1 RED-190 18" 24" oc. A M OOF EATHINCs c L O O L0 Lr) ROO C X PLYWOOD (24i16) J-2 RED-190 IS" 192" o.c. •L i j 4 4 — m w/ 8d NAILS s fo"o.c. AT 1 4 6 Q 55 TYP 552 DIAPHRAGM BOUNDRY A D J-3 RED-190 IS' 6" W � � LL V SUPPOR ED PANEL EDG S, un J` A --�--. £ --�- � ______T____ J-4 RED-190 IS" 12" oc. 2"oc. IN FIELD (UNBLOCK D) - K Csl DE TRUSS I 1 - - - - - � - -- - _ _ _ ----____-- _ _ _ _ _ � _ _ _ _ _ _ J-S RED-190 IS" C2-SPAN) 24" o.c. O, O S G I 1 ® I i J-6 RED-190 DBL. 18" 192" oc. y, W 00 / 10 4 1 £ $ 1 J-T RED-190 DBL. IS" 16" oc. c to - - - - - - - \ A \ pjr i 2 m S52 P CJ-I "2 DFL 2x10 24" oc. U) N --- G 3 G I £ CJ-2 "2 DFL 2x10 I6" oc. � U > M I 1 1 I R T --------- i--_- -- RD TRUSS GJ-3 02 DFL 2x10 12" o.c. C ,n --- CJ-4 "2 DFL 2x10 8" oc. O A _tette - I -- -- - a_.-_..-..--- A 1 L O N r I DJ-I P.T. 12 HEM FIR 2x8 24" oc. ^ N A `� v 5 gl-bc V _ 4 2Q„ op. DJ-2 P.T. 02 HEM FIR 2x8 24" o.c. L O L TYP 52 S6 0 m 0 0 568 _ _ _ _ MJ-1 RED-190 IS" 24" or- � ~ E M O a) -6c2 MJ-1 RED-190 IS" 12" o.c. N M e _ I I G 1 2 Q/ - I U I 2 26 --6...� I 5 Q t>7 ' A ' 1 Q I C R n 553 A 851 T B-I _ _' mi TYP " 4 COLUMN SCHEDULE � 2 y 552 TYP 1 G £ TYP I M 852 COLUMN COLUMN SIZE TYPE AND GRADE O ---T 30 3 m P _� -i _ GI (2) 2x& 02 DFL - -r - GIFOEF RU C2 (3) 2x6 "2 DFL 4 �+ 26m OA £ G3 6x6 "1 DFL REVISIONS: I 53 -0 TYP ,� Cz 6x8 01 DFL 23 'LA O� N @ G� G� C5 TS 31/2x31/2x1/4 46 ksi ® y - TYP 10,553 ' ' SgrGy I -m C6 TS 4x4x1/4 46 ksi SS � - GT TS 5x5x1/a 46 ksi 3 02 1 TS 6x6x114 46 ksi £ L'.- �gy6 ° A op 552 TYP G� TS Sx8x1/a 46 ksi I A _ �� 4 26 � 1 553 TYP A -04 - ORIGINAL DRAWING m DER TRU - —� - - R.1 STAMPED BY n2 I c I 0 20 DANIEL S. GREEN. P.E. 0 e ------ A / 0/ OREGON " 18520 N --- @ 8 m DATE: l/11/14 5 A ---- ...- N TYP 551 I 1 A PROJECT TITLE: £ - TYP 2 - - —i - - T R•8 LEGEND u' 0 G � -'i -- -'-:` £ � 1 A 2x6 02 DFL 9 16" oc. w/ 02 DFL TOP and BOTTOM PLATESw C11 � 5 "2 3000 6 G T _ _ O _ _ SHEARWALL (SEE TABLE T.I ON BID � 552 5 -m r IRDER TRUSS I Ip TYP � TYP 552 --------- - - CG) COLUMN- IZE P O I I I e 24" L- � 1 - T G. q G Up, J K S LL OG A _ G PtANUF. A�iK R 55 ° / f S ER SCHEDULE ti A GQ� CP) PAD FOOTING- SIZE PER SCHEDULE O I I R F IHR F I R B as as HOLDOWN- SEE TABLE T2 ON SHEET .51.1 s 1 r 1 1-2 M 301 302 v 7 4 11 1 19 + Q NOTES REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. "-----1- - - 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 6. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES IF- 3. F-3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTIINUITY. 9, ALL NON-BEARING HEADERS SHALL BE (2) 2x8 "2 DFL (UN.O.) Q O 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/55.2 6. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL W WOOD COLUMNS. BLOCKING TO BE SAME GROSS SECTIONAL a/ Q AREA AS COLUMNS. 1 ROOF F RA M I N q PLAN " See tables T.1 and T2 For holdown/shearwall information. Lr� t4 DRAWING NOTES " Hloldowns located at the fourth Floor. 3.4 8"•I'-0" • Shearwalls are From the third Floor to the fourth Floor. a OI MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 W O2 STAIR SHAFT 4 FRAMING PER DETAILS 6/5.5 O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 F o ® ELEVATOR SHAFT d FRAMING PER DETAILS I8/552, 3/55.5 d 14/858 B rte-+ /•/'1 V'1 5 (3) 134"x51/2" LVL HEADER rGUT-OUT RIM BOARD FOR HVAC DUCT, i•'••I � PER DETAIL 20 d 21/55.1, COORDINATE LOCATION w/ MECHANICAL DRAWINGS SHEET TITLE: © DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 ROOF COORDINATE LOCATION w/ MECHANICAL DRAWINGS FRAMING PLAN BUILDING 'B' ADRAWN BY: SHEET: JAR/DSG PROJECT": 140601 S3 .4B KEY PLAN DATE; 7/11/14 11 11.4 11.6 13 21 1.4 1.6 22 M M V) C\ M p M 00 O M M M V] � W I _ - - - - - - - - - - - - - - - - - - - _ J G I 2 2.7 2.9 3 5 0 QQ - - � I� r� MANUF. JACK TRUSSES S52 TYPO MANUF' JACK TRUSSES A•�+ - - - - - - - - - - - - - - - - - - - - - � _ _ � - 1r TYP _ _ - - - A.H Q/, a 24" oc. i 6 24" c. M UF. JACK T USSES ♦ MANU JACK TRU SES I :9 24" c. A 4:: o.c. � /�p�� IB-1 I - - - - B B p / �1 a 24" oz. RUS ES � '4 A I I GIRD TRUSS N R G` A I fi N �Q yA N __I `n -6e A �./ 552 TY A q n _ Q GI CI A � 344 0 I ® w GIR R TRU IRDER TRUSS w c —— �.......... 74� ff n GIR TR T 0 I 1 TYP 1 TYP 1 A - �` I > I ER TRU -^l m i 7 551 551 551 y i e 552 w Gti ^ ROOF SHEATHING TYP - y C N m rp m 1 w5/38d NAILS a Wo2" CDX �AT 4/161 551 > I S51 TYP _B-5 B-5 TYP DIAPHRAGM BOUNDRY AND // TYP q _ - -� N A-4cr - -I - 551 SUPPORTED PANEL EDGES, 0 1 TYP yj Q 12"oc. IN FIELD (UNBLOCKED) 1. ...------------ ...2--F - ------ ------- A TYP - 551 A 3 I F - - C B I A - - - - - - - - I - - - - - - 2 LAI/— B I A B I B I A - - � - - _ £ - - OCD N c Q Zi`� C M CD m 2 �Q V"iI B y £ 2 N 04 00 \Q RDE RU'L S i > m £� I G� -._ �, ?`Q B I it m• - (G�.._DER RU YP • O (D M LO l _:i_ A �_ O O A ---t�, , C', 'I I LAUN. I `� N i I� _-- C`) C') Lr) Vim!! p f� N A I g5E5 g 2 n a„ o �„ I 3018 -I I I I Ci G` T�y5E5 2a' L �� A •/�^�"�' L LO (U X UF.cgOrt° I� _ 55 g 2 - a" ° IIw II ~ A Ib I'�� r G` WCD C M p tRu S55B 7 O w I N O LL 4 W oN o T _ W A... cr A Za„ oma• f-- 3 �-a . 4 ss ryu' m A-2 U 552 C lid N I �I 4 3 �pN N 335 n- OI g5E5 - - I 551 --- G R'DO ------- _ 1 W _� 0- -- , 7 _ TYP , - 346 552 � _ I I `--� _ I � C� A-2b - I - I TY I ` - -- C_ •I� C- _3 - - _ I pyAUF 331 3 - -- — 343 350_ �jt i - TYP Y'1� I I - L=__�_ TYP G` 552 i IDE GG STOR - 552 ? PONE/ -'i ( 3 TYP 3 TYP 552 PYP I PHONE/ ( _ 3 Ci •� w_ � DATA I C, 852 �\ i 552 j ( 3 TYP C, 551 W . Lo I --- --- 30 I C, �` �� p C� I G` + I: DATA 851 &TOR EL I I R e 3091 3095 \ - -- - ` TYP W � --. - -- U) CN -- --+ .- -------- -- - -_ + ---" I I I 3011 I ..3015 V .� O I 3013 I V �J— �' @ 9d 2JH1 8d 2ihij d I V M - I ry i I OJ,1 OX DE B-I B-I B-I B-I _ STAiR 6 v _ C.4 � � •� � 551 1 9� m 3011 TYP � - _ _ _ -_ U v CJI ? I 1 GORRIDO _2 CJ-I U m � ^ � C tl1 3 2 3069 m - = pj V! O O C.6 5-1 B-I - - - - -_.-. - - - _. J B� --+--- _ ---- ----- ---- ---- - +- ' I IHR FB IHR IH .R F MANUF. JACK TRUSSES •L O C6 MANUF. JACK TRUSSES I STOR I I _ ( STOR s 24" oz. 3 -r ❑CH 3 \ G` OJ-\ Ci Ci I I 4' O (U 2 3' 3096 II T R G U/ U N/ + 3 II I 012 m TYP 551 m ----------I- 3 4 P 551 _ _ i a.. pA• yy - - 3 5 e 2a„ p I P 551 m ...3014 _ G M fn 2 V U �C� TYP 551 p SRu55E T I 551 £ - m A-2 n.. GNp T B 3 \ NUF I A-2b ?> y - - - - :.-.- U ------- U Cryp tRuy555 gl ' -ANUF A 4 \ MA A I 336 1 I a„ oo• L _ by Cj X42 m O� lO s I _ I //p - -- ° 4- lO - ♦ I c� 1p mI. G II ci A-lb 4 ---- I 551 T4 ---- ---- ----- I B I A-3cr I T a r B I A B I - IIP I `O h A ry ' N RD R TRU 0 U m' yjA A B I A 333 332 Q I 7 m U GIR R TRUSS] 7 O` I 0 I m �4 i i ID 1 ( ,� c, m ry \ ✓ / REVISIONS: B-I - - - - - - - - - - - - - - 851 -2 B_I a- 4 A A A 1 ry -O Oq mm� _0 TYP A A A -- ---- _ -- .._.i - TYP 4cr TYP 851 -- A A ----- --- --- -4cr -I- 851 1 --------- — c e ti _ A O 352 - G _ --� GO OR � p340_ ATYP 5 -- O4 C� TYP 4 551 _ TYP Ln 2 £ TYP I I 4 ti m LL' _ 4 m m TYP 2' DER I I 1 Y 0 551 P 1 2 E TRUS w YP 851 TYP 551 I I [ TYP 552 £� - - 4-1 _ { A ? y £ TYP 7 1 A - £� 1 - �- 1 14 15 16 18 hi y �A q W 4 GIRD TRUS £� 552 CI RDER RUSS I N A V ..._- _ A•I m m A 4 _ TY CAI a -- y,A C� m 331 I 552 33 55-5 m \Q ._A Q e TYP ___ 6e I A 1 ORIGINAL DRAWING GIRDER T 55 G R - -- -_,,,,,.,,.,,.__ I _ _ GI D_ GI fj RUSS •�' 2H -- O ii -- ---- +--- 2 R Fw ---- --- -- A - ---- I A = _ 551 PYP DAN E L SPCsREEN. P.E. Ru�c` z _ les O, I E - - —— --- �i m C OREGON " 18520 MANUF. JA gC TRUSSES ml ; 0 24" oz. �I I C s FZ 24� ocF. AGK TRUSSES - - F - - - - r- - F 1 I 1 r - - _ -= =_— -= I ' A B A 1 I 44 B c B-I PROJECT TITLE: MANUF. JACK TRUSSES-/ G MANUF. JACK TRUSSES STAIR "3 I i I m 24" oz. 1 ® 24" oz, —' 3001 I BEAM SCH DULE 551 . IH�_2_F__ .!__, _§_@_IH FB IHR F_ IN F MANUF. JACK TRUSSES MANUF. JACK TRUSSES 1 TYP &H — - -. - - -._--r:^_�---_-- m 24" oz. 851 0 24' oz, r II Fes_ _______ BEAM BEAM SIZE BEAM TYPE AND GRADE PYP N - - I - - - rn ' B-I (2) 2x8 '•1 DFL r- 5-2 C B-2 (3) 2x8 02 DFL B-3 l2) 2x10 "2 DFL O 329 B-4 (3) 2x10 "2 DFL B-5 6x8 "I DFL � 6x10 01 DFL LEGEND `° 2xro 02 DFL a 16" c.c. w/ 02 DFL TOP and BOTTOM PLATES B-� 6x12 "I DFL 5-8 8x12 01 DFL OA SHEARWALL (SEE TABLE T.I ON SLIJ 5-9 3 I/8x18 SEE NOTE "I RO O F F RA M I N A PLAN 8-10 5 I/8x9 SEE NOTE "I (G) COLUMN- SIZE PER SCHEDULE A • See tables T.I and T2 for holdown/shearwall information. (,` (P) PAD FOOTING- SIZE PER SCHEDULE N Q��rli • Holdowns located at the third floor. B-ll 5 1/8x10 1/2 SEE NOTE "1 Q + NOTES 3.4 /8"=I -0" • Shearwalls are from the third floor to the roof sheathin r- 9 8-12 5 I/8x12 SEE NOTE "I ?j HOLDOWN- SEE TABLE T2 ON SHEET 51,1 Y 1. REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. 8-13 5 I/Bxl3 I/2 SEE NOTE " •/ E-I 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. B-14 5 /8x15 SEE NOTE "I O 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTINUITY, S. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 02 DFL (UN.O.) JOIST SCHEDULE < 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/852 8-15 5 I/8x18 SEE NOTE "1 6. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL JOIST MATERIAL SIZE SPACING 8-16 5 I/8x19 1/2 SEE NOTE 01 r Q WOOD COLUMNS. BLOCKING TO BE SAME CROSS SECTIONAL AREA AS COLUMNS. J-1 RED-190 18" 24" oz. 5-11 6 3/4x13 1/2 SEE NOTE "1 Y DRAWING NOTES J-2 RED-ISO IS" 192" oz, B-I8 6 3/4x15 SEE NOTE "1 rj J-3 RED-ISO 18" 16" o.c. 8-19 6 3/4x18 SEE NOTE "1 C OI MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/552 _ W COLUMN SCHEDULE J-4 RED-190 18" 12" oc. 8-20 8 3/4x13 1/2 SEE NOTE 01 - 2 STAIR SHAFT 4 FRAMING PER DETAILS 6/58 t J-5 RED-190 18" (2-SPAN) 24" o.c. 8-21 8 3/4x15 SEE NOTE 01 O3 RECESS CONCRETE SLAB PER DETAIL 5/54.1 COLUMN COLUMN SIZE TYPE AND GRADE " cn O ® ELEVATOR SHAFT 4 FRAMING PER DETAILS I6/552, 3/55.5 4 14/55.5 J-6 RED-190 DBL. IS 192" o.c. B-22 S 3/4x16 I/2 SEE NOTE I O O5 (3J 1314"x512" LVL HEADER + CUT-OUT RIM BOARD FOR HVAC DUCT, Cl (2) 2x6 "2 DFL J-1 RED-I50 DBL. 18" 16" oz. 5-23 8 3/4x18 SEE NOTE 01 B vN I o PER DETAIL 20 4 21/55.1, COORDINATE LOCATION w/ MECHANICAL C2 (3) 2x6 "2 DFL CJ-1 02 DFL 2x10 24" o.c. B-24 8 3/4x19 1/2 SEE NOTE 01 ~ ~ DRAWINGS © DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 C3 6x6 01 DFL CJ-2 "2 DFL 2x10 16" o.c. B-25 6 3/4x21 SEE NOTE 01 SHEET TITLE: COORDINATE LOCATION w/ MECHANICAL DRAWINGS C4 6x8 "1 DFL CJ-3 02 DFL 2X10 12" oz, 8-26 8 3/4x22 1/2 SEE NOTE 01 ROOF FRAMING PLAN C5 TS 31i2x31i2x1/4 46 ksi CJ-4 02 DFL 2x10 8" o.c. 5-21 8 3/4x24 SEE NOTE "I BUILDING 'C' C6 TS 4x4x'i4 46 ksi DJ-I P.T. 02 HEM FIR 2x8 24" o.c. 8-28 8 3/4x25 1/2 SEE NOTE 01 p C1 TS 5x5x'/4 46 ksi DJ-2 P.T. 02 HEM FIR 2x8 24" c.c. 5-29 8 3/4x28 1/2 SEE NOTE 01 /1 DAe1DSGWN SHEET: tnwnsc C8 TS 9>x&x'i4 46 ksi MJ-I RED-190 IS" 24" oz, 8-30 8 3/4x31 1/2 SEE NOTE 01 PROJECT#. /� CS TS SxBx'ia 46 ksi MJ-I RED-ISO 18" 12" o.c. B-31 IO 3/4x22 I/2 SEE NOTE 01 140601 S3 ."TC I. SIMPLE SPANS (24F-V4) KEY PLAN I DATE; MULTIPLE 4 CANTILEVERED SPANS (24F-v8) 7/11/14 2. NOT ALL BEAMS ABOVE MAY BE NOTED ON PLANS I I M -- M VJ 01 .= M I 11 11. 1.6 13 21 1. 1.6 22 z oMkn i O O o kn O 0.l N 7 " 2 o M V1 0., ;Ta '. A - _ - - - _ _ - - - - _ - - - - I - - - - 2 2.7 5 I I I A.6 - - - - - - I - I - --� - - A.6 •� I I I I (:B)-- I I I I � I I I I I F`'�"'I •�" NI L - I IA of to , I I J - - - - - - - - - - - - - - - - - - ' I I I I r c.s I I 1 1 I I b 1 1 a I I� 1 B B p - - - - - - - - - - - -� cU mo CD co (N co c� 00 I 1 14 15 16 18 .. M I I 11 1 6 C o0 Iaj L i Lo Lo A N_ - - I c M E - - - E N c LL aF - - � - - F r - F - - �F �_ v, H - - - -moi � w o e BI Lo I 1 ui 17 - - - - - I I W 3U) o LJ o � 2 2.7 5 J - - - - H.8 21 1. 1.5 22 � c/) a) o e 20 co co aEi K - - _ - - --�- - - - - K p co cn NOTES I I. REFER TO DETAIL 1/55.1 FOR NAILING SCHEDULE. 1. HANGERS NOTED ARE SIMPSON STRONG-TIES. I IB 2. FRAME ALL WINDOW/DOOR OPENINGS PER DETAILS 2/55.1 8. COORDINATE w/ MECHANICAL DRAWINGS FOR HVAC DUCT SIZES 3. REFER TO DETAILS 3/55.1 FOR BUILT-UP COLUMNS. AND LOCATIONS. I 4. REFER TO DETAIL 4/55.1 FOR TOP PLATE CONTINUITY. 9. ALL NON-BEARING HEADERS SHALL BE (2) 2x8 02 DFL (UN.O.) A A 5. SUPPORT ALL NON BEARING WALLS PER DETAIL 22 4 23/55.2 6. SOLID BLOCKING IN FLOOR JOIST SPACE REQUIRED UNDER ALL I WOOD COLUMNS. BLOCKING TO BE SAME CRO55 SECTIONAL L AREA AS COLUMNS. DRAWING NOTES P A _ - O MANUF. TRUSS OVERFRAMING. SEE DETAILS 20/652 � REVISIONS:�_- i 2 STAIR SHAFT 4 FRAMING PER DETAILS 6/56 I I O RECESS CONCRETE SLAB PER DETAIL 5/54.1 4 6 ® ELEVATOR SHAFT 4 FRAMING PER DETAILS 18/552, 3/55.5 4 14/65.5 , P.4 O5 (3) 1314"x51%" LVL HEADER + CUT-OUT RIM BOARD FOR HVAC DUCT, PER DETAIL 20 4 21/55.1, COORDINATE LOCATION w/ MECHANICAL 23 DRAWINGS R , 6 DBL. FLOOR JOIST FOR HVAC DUCT, PER DETAIL 16/55.1 R.1 COORDINATE LOCATION w/ MECHANICAL DRAWINGS - - - 1 0 X s - -O - T I R. ORIGINAL DRAWING a B I I� STAMPED BY DANIEL S. GREEN. P.E. " OREGON " 18520 T - - A_ _ A \\ -\ \ DATE: l/11/14 I ��/ / \ B \ X.4 114 6 \ ` X.6 PROJECT TITLE: 1� 14 17 19 A - N L ®- - - O- J I I F_ I q of ^o i o_ to / " ` A _ J o y (A < + H SHEARWALL NOTE, O I N I I \ PROVIDE 12'-0" OF ATTIC SHEAR FROM TOP FLOOR DBL. TOP PLATE TO BOTTOM Q _ _ // SII OF ROOF SHEATHING. SHEAR TO BE LEGEND a H � F / 1> - - 1 TYPE 'B' AT 24'-0" O.C. MAX. ALIGN Al WITH SHEAR WALL LINE BELOW. 2x6 •z DFL g 16" o.c. w/ 12 DFL TOP and BOTTOM PLATES z a ~ W SHEARWALL C5EE TABLE T.I ON SID > 3 ' W - SHEARWALL NOTE- (C) COLUMN- SIZE PER SCHEDULE c z ATTIC SHEARWALLS MAY BE SUBSTITUTED �Q� (P) PAD FOOTING- SIZE PER SCHEDULE o o WITH MANUFACTURED TRUSSES WITH A HORIZONTAL LOAD MATCHING SHEARWALL HOLDOWN- SEE TABLE T2 ON SHEET 51.1 LOADS NOTED IN TABLE T.1 ON SHEET S1.1 SHEETTITLE: 1 11. 1.6 TRUSSES TO ALIGN ACROSS CORRIDOR ATTIC ATTIC SHEARWALL PLAN REFER TO DETAIL 19/S5.2 SHEARWALL PLAN DRAwu 9Y: SHEET: TRUSS MANUFACTURE NOTE. JA"SO COORDINATE TRUSS DESIGN WITH PROJECTO; WITH MECHANICAL DRAWINGS FOR 140601 S3 .5 LOCATIONS OF MECHANICAL DUCTS. DATE: 7/11/14 2x INTERIOR STUD WALL = = 2'-0" 2'-0" 2'-0" • • -IV —IQ HOLDOWN PER SCHEDULE t` m SHEARWALL SHEATHING + n � `� PER PLAN . - 4" CONCRETE SLAB rn ON ,--i cn 4 _ _ _ oM � FLAG 4" CONCRETE ANCHOR BOLT PER HOLDOUN I c to o m SLAB SCHEDULE '-' I?" TYP I2" TYP I o o k� I 1 FINISH GRADE ° ° ION BAR N TO BE DNA Iz" TYP I? TYP d ° ALTERNATE � � � ° INER, I SIDES ITYP.J >- cv _ o W ° ° I ° • ° 4 ATE BENDS F d I ° ° STEEL COLUMN PER PLAN I-III I I M vz a W W \. I / 3/4"FE CENTER ON ANCHOR _ III ° ° ° BHANE FACE I I I _ III II ° ° 8 III COLUMN v S 1— \°. LaI- I t '/ (ALT. Na"o SIMPSON WEDGE- 2'-0" 2'-0" 2'-0" -� 1r y III- ALL ANCHORS or —III III I I I I i I APPROVED EQUAL w/ -III ° 4 ° I I—III-1111 1 _ - - _ _ W I 8" EMBED. INTO GONG) • - - - - - - - - - 5'-0"x8'-0" FLAG - I _ DO LU W -III d °' a°Q II�° .°°. I/4 1" NON-SHRINK GROUT " I I I I I I I I II I I I - - - - - - - _ _ _ _ - 04 d CONTINUOUS FOOTING (3J 4 x CONT. BARS II I r ) III 1 BEYOND �- - � - -I- - - - - - - - - •� X FOUNDATION PREPARATION IT / 3" CLR. (TYP) LU ° \ TOP OF CONCRETE PER SOILS REPORT 0 I I I BEND TO II d ° g�� N II I ALTERNATE BENDS I I SIDES•a • II I (TYPICAL) I I 1= I—III—IIIIIIIII—i a, II 3" CL R. (TYP) I 3" GL R. (TYP) 111 0 i I SQUARE FOOTING - (5J "5 BARS EA.WAY -a , n °•' 8 I PER HOLDOWN SCHEDULE BARS EACH FACE �. HOLDOWN FOOTING DETAIL STEEL COLUMN BASE THICKEN EDGE SLAB DETAIL TYIPCAL FOOTING INTERSECTION W •� FLAG POLE (BY OTHERS) 16 13 (STEEL COLUMN w/o SLAB CUTOUT) 9 4 (REINFORCING PLACEMENT) 54.1 SCALE: I"-I'-0" GJ� I SCALE: I"=I'-0" c-mml4 GJ4 I SCALE: P-1'-0" CJ4 I SCALE: 1/2"•1'-O" (3) 03 HORIZ. TIES a TOP 5" OF FOOTING PEDESTAL PER ARCHITECT 3 2x INTERIOR STUD WALL FINISH GRADE n KEYNOTES: ANCHOR BOLT e 48" oz. _— - (TYP.)U.ON. TS COLUMN PER PLAN IIVA11= = LL o -111-111— I I III— ' N I POUR ELEVATOR BASE SLAB 8 - WITH 24"x24"x24" SUMP PIT 2 REINFORCE SLAB WITH •5 BAR 4" CONCRETE P.T.2x SILL PLATE —I 1 II 11 I CONCRETE FOOTING 212"xi2"xi'-0" w/ l4) SIMPSON V I . _ F'c - 2,500 psi SS GAGE AND EMBEDEDT516 ANCHOR BOLTS g121V Z 12"o.c. EACH WAY SLAB SAW CUTS PER 1 _ REQUIRED WOOD MEMBER 2O POUR 8" CONCRETE WALLS TO DETAIL 1/54.1 1 A I I° I- INTO CONCRETE Fv 12" BELOW FINISH FLOOR. REINFORCE WITH "5 VERTS. -III—III I I III w' I/4 P NON-SKINK GROUT �„ 16"oc., 12" HOOK INTO FOOTING I-1 1— 1-1 I I 0- FG. L 24 "5r12" INTFIELO SLAB. BBD VERTICALS oc. IN `t ° ° a . ° ° a d (4) 04 VERT. BARS EQUALLY Q LL I I 1 I - ANCHOR BOLT 24" WALL ° SPACED AROUND FOOTING N _ : 3" MIN. —III SECTION A O3 (3)-4 HORIZ. IN SLAB HAUNCH d °� - II-111— _ — _ I— 1—III . ° .� d m I I —I 24 3 ON ALL FOUR SIDES. w ° ° a ° ° d,a 1=1 I I ° I III W 4 ° __—I __ -III III 1 D N a ° ° REINFOREMENT PER > _ —III—III—III V 0) C) V d ° _ DTL. 14/54.1 Q O 2 B w O CD — I "3 HORIZ. TIES o 12" oz. 00 w ° ° ° 4 III- v w 2 111- 1 I 111—III— 1 REBAR PER FOOTING SCHEDULE co -III L ° (TYP) ' i -I I —1 I 1=1 1 1 - W/ 3" MIN. CLEARANCE 3" CLR. III—III—III- l) N FOUNDATION PREPARATION C'7 LO 24' � � I IIII-III-III-III-III- ' -� � 1 `� REFER TO DETAIL 14/54.1 REQUIRED HOLDOWNS SEE SCHEDULE PER SOILS REPORT co O MIN. FOOTING SECTION B FOR SIZE AND REINF. 20 FLAG POLE FOOTING 15 ENTRY FOOTING SHEARWALL PANEL 8 ELEVATOR PIT CONTINUOUS INTERIOR FOOTING ( 54.1 SCALE: N.rs_ S4 I SCALE: v2"=r-0" (TYPICAL SECTIONS) 3 (AT BEARING OR SHEARWALL) C t U- 54.1 SCALE: 1/4"•1'-0 c•mmmb 54.1 SCALE: P-1'-O .5 d AT CORNER LOCATION -� : 0 x l'-6" SQUARE FOOTING STEEL COLUMN PER PLAN DIAMOND BLOCK-OUT 1 1 1 IJ_I (WHERE SLAB IS PRESENT) 2x EXTER. WALL w (n N NEW FOUNDATION EXIST, FOUNDATION REQUIRED WOOD MEMBER 3/4"IE w/ (4) Ne"4x12" ANCHOR c V > O WALL SHEATHING 1-- BOLTS, CENTER ON COLUMN 4" CONT. CONC. SLAB L Q 6) 24" TYP 3" TY (ALT. e%"ro SIMPSON STRONG- 71 3" TYP ANCHOR BOLT BOLT OR APPROVED EQUAL ANCHOR BOLTS //�� !✓ 1 1/2" TY I 1 w/ 8" EMBED. INTO GONG. or 48" PER PLANS W � O IE:11�4"x24"x2'-0" w/ ss"u ALL-THREAD (A307) _ _ _ _ BOLT w/ SIMPSON SET-XP "4 x TIES • 24" os. P.T. 2x SILL r^ C 0 (4) SIMPSON 5ST528 ANCHOR SLAB PER PLAN 1/4 EPDXY 8" EMBED.) GONG. PATIO or V -2 O 111/2" TYP BOLTS a 21" GAGE AND I" NON-SHRINK GROUT (4) 04 x CONT. BARS WALKWAY AS REQ'D EMBEDED 24ie" INTO CONC. O O O F.F.E. /C C) 1 u co Z Q M (n w - REQUIRED HOEDOWNS 1 rL a a 1'I4 — — — — — — — — — a nm) •4 x VERT. BARS SHEARWALL PANEL u — '�`. a I I - ° a a a a 1—I I 1—III . e III=1 I 4 DOWEL BARS x 2'-ro I I I 11 IN ° e. q " AT CONT. FOOTING LOCATION I III-111=1 I =1 11=1 11=I 111 I I-1 I FOUNDATION 4 x CONT. BAR NEW HORIZ. BARS MATCH LOCATION 4 -III—111—I 1 1 1 1 1 1 1 1-1 1 1-1 1 1-1 1 1- d �I PER PLAN TS COLUMN PER PLAN PREPARATION PER - NUMBER OF BARS IN NEW 3' CLR. TYP SOILS REPORT FOOTING. DRILL AND I SIZE AND REINFORCEMENT PER SCHEDULE DRIVE 3" INTO EXISTING 3" CLR. (TYP) =1 I= = FOOTING DRAIN FOOTING FOUNDATION , NOTE: HOEDOWNS MAY BE PLACED ON INSIDE OF SHEARWALL PANEL PREPARATION WHEN REQUIRED REVISIONS: WHEN HOLDOWNS CAN NOT BE PLACED ON OUTSIDE. PER SOILS REPORT PER SCHEDULE ADDENDUM •I (4) 04 x CONT. BARS Q -9/22/14 EXIST. FOUNDATION CONNECTION HOLDOWN COLUMN FOOTING TYPICAL FOOTING DETAIL 19 OF COLUMN It OF FOOTING 12 (TYPICAL PLACEMENT) 7 (STEEL COLUMN) Z (ALTERNATE TURNDOWN) 54.1 SCALE: 3/4"-I'-0" S41 SCALE: I I/2"-I'-0" -mmsm cJ4.1 SCALE: I"=1'-0" 54.1 SCALE: I".I'-0" PEDESTAL PER ACHITECT (4) TS 31i2x31i2x3/(o" VENEER PER ARCHITECT 2x EXTER. WALL COLUMNS WOOD MEMBERS) PER TS COLUMN fE11i4"x24"x2'-0" w/ HOLDOWN SCHEDULE PER PLAN (4) SIMPSON SSTB28 ANCHOR P.T. 2x SILL w/ ANCHOR 4" CONIC. SLAB BOLTS • 21" GAGE AND (2) ROWS 10d NAILS WOOD COLUMN PER PLAN BOLTS 9 48" oz. (UN.O.) EMBEDED 241/e" INTO GONG. STAGGERED r 6" OZ. ORIGINAL DRAWING VERT. INSULATION 4 CONT. EBAR STAMPED BY 5/16 WITH MULTIPLE MEMBERS PER ARCHITECT " < °- a. _ - I" NON-BRINK 03 TIES o 12" oz. (2 MIN.) EDGE NAILS AS REQUIRED I HOEDOWN AND ATTACHMENT CB COLUMN BASE DANIEL 5. GREEN. P.E. _ ° GROUT �' 4" CONC. SLAB GONG. PATIO or OREGON " 18520 . ° Q TO POST PER SCHEDULE 1—I I —I I I—I 1 al I I I II 11-1 I I—I 11 PER PLAN WALKWAY AS REQUIRED DATE: /2/14 I ll0) "4 x VERT. BARS I ° I II , 1 1 1 1-1 11 1 1 1-1 1 11 1 1 J w —111-1 ° 6�� I I SHEARWALL SHEATHING 4" CONT.CONCRETE SLAB w — ° —111—I I I I —III- LL > — II a 24 0 CONG. FOOTING " SILL PLATE , 5 BARS ® 12" oz. EACH WAY F.G. I I 1 I ° a 3" CLEAENGE TOP e SIDES ANCHOR BOLT w PROJECT TITLE: -111—I I I I I I I- � ° II a I I I I I I I I PER SCHEDULE o w ° ° :111 III—III \\ a ° Q —I ° 111-111 11111 III N — N a"fE41 x12"xI'-0" CENTERED -III ° (I5) 05 BARS EACH WAY N\ w I° I I I ON TS COLUMNS 3" CLEAR BOTTOM 4 SIDES - - _ II—III I . _ _—_— _ _ - - - - w 1 ` _ 11=1 I -1 ElEdI—III FOUNDATION ° o _ ° III—I I ° °° ° PREPARATION PER REBAR PER PAD SCHEDULE SOILS REPORT ° IF - IIIIII-III-III- III - I I—III-111-1 I-1 I III III III a ° ° •4 24" OG. ALTERNATE �° e� CONG. FOUNDATION SEE SCHEDULE FOR SIZE TA LS 8 REQUIRED ED RAIN WHEN III- 1 1 1-1 i I—I I FOUNDATION PREPARATION 2'-0" III- Q T-6" x T-6" SQUARE FOOTING PER SOILS REPORT LPER SCHEDULE • F l3J 4 CONT. REBAR 3" MIN. CLEARANCE (TYP) GAZEBO FOOTING DETAIL COVERED ENTRY FOOTING BUILT-UP COLUMN DETAIL INTERIOR WOOD COLUMN DETAIL TYPICAL FOOTING DETAIL 18 14 w/ PEDESTAL) 11 6 2 (STEM WALL) v CJ41 SCALE: 3/4"=1'-0" 54.1 SCALE: 1/2"-1'-0" S41 SCALE: 1"=1'-0' L-mmm6 54.1 SCALE: P=1'-0" c•mma,. 54.1 SCALE: I"=1'-0" N + cu v P.T. 2x SILL PLATE 1--I SIMPSON CB BASE R P.T. COLUMN PER PLAN POST PER PLANS „ SIMPSON PABB ANCHOR SQUARE PEDISTAL SIZE--\, I/ I/2" DIA.x W11/T-OSMOOTH DOWEL VERT. INSULATION PER ARCHITECT SIMPSON CB BASE SLEEVE. W/I/2 DIA. 0 Pv BOLT PER ARCHITECT CENTERED ON FOOTING + U x I'- C - O (3) 03 TIES 6 70P 5" FELT STRIP (TYP) N W .�a S` a. 4" CONIC. SLAB + N a PER PLAN TYP. SLAB BEYOND • w 1 • 03 TIES 12" O.C. + W V a , a • • 1/8" SLOPE MAX. 2 R�NFORGMENNCRETE TPEI PLAN B AND Q a r e D a zlL 3 } ra 1=1 I I-1 I I-1 1=1 I a W _ x 1 CONCRETE SLAB t` -III—I I I_I I I—III ° 11BARSI I III III —1 I —1 11-1 I I—I 1 I a 1 III— III D CRACK CONTROL JOINT CONSTRICTION JOINT 3 (3) "4 x CONT. — I \ 1- 1 = ° d ° UTILIZE FOR EVERY 600 SF MAX. UTILIZE FOR EVERY 4000 SF MAX. •� H7 (TOP 4 BTM. OF FOOTING) SOIL FILL PER _ ° ° SOIL FILL PER Z I I—IIIIII—III—I I II PER SOILS REPORT PER SOILS REPORT d c� o ° ° 0 —1 I 1 I °. b I ° . Q w ' , ' a FIBER MESH REINFORCEMENT I5•/YD' - •4 BARS -III—I ° °� • 1" FINE SAND SHEET TITLE: 6 MIL VISOUEEN ' 4 `v 6" 4 (TYP. s ALL PATIOS) —1 1 ° U VAPOR BARRIER - 6"FREE-DRAINING CRUSHED • r "4x VERT. BARS m EACH 3" CLR. TYP. - AGGREGATE,PER SOILS REPORT. CORNER (4) TOTAL III _ III I _ FOUNDATION 1 1 I i 1 TYP. SLAB EDGE BEYOND 3' CLR 1 - _ -1 I DETAILS i+ _ 1 1 III— EQ• EQ. 8" III-III-III-III=III- COMPETENT NATIVE SOILS or - I REINFORCEMENT PER PLANS 3" CLR. REINFORCEMENT PER PLAN I -I I I-1�I-I 1 I-I I -I I ENGINEERED STRUCTURAL FILL, 1 III-111—I I I EQ. EQ, PER FOUNDATION PLAN "I L=I L-III PER SOILS REPORT °SSG Y' SHEET: U -I 1 I 111111-11 I I-I I I- - 24" 3" GLI. ER FOOTING SCHEDULE REFER TO FOUND. PLANS FOR SPECIFIC DIMENSIONS AND REINFORCEMENT. PROJECT#: ANCHOR BOLT CONNECTION PATIO COLUMN / SLAB EDGE PATIO COLUMN / SLAB EDGE RECESSED CONCRETE SLAB TYPICAL SLAB ON GRADE 140601 S4. 1 17 16 (ALTERNATE) 1 O 5 1 (CONTROL / CONSTRUCTION JOINTS) DATE. 7/11/14 G4. SCALE: I"=1'-O" cJ4 1 SCALE: "=1'-0" 54 1 SCALE: 1 1/2"=I'-0" �2 + SCALE: NOT TO SCALE -- - - - - - v 2x STUD WALL PER PLAN WALL SHEATHING 2x STUD WALL WALL SHEATHING 2x STUD WALL PER PLAN III PER SCHEDULE 2x STUD WALL DBL. JOIST EACH SIDE SEE 6/55.1 FOR JOIST FRAMING 2x STUD WALL IOd a 6" oz. I6d a 6" oz. (UN.O.) OF MECH DUCT w/ WEB WALL SHEATHING I'/2" x JOIST DEPTH APA PERPENDICULAR TO WALL FLOOR SHEATHING STIFFNER FOR HANGERS PERFORMANCE RATED WALL SHEATHING M RIM BOARD Ibd a 6" O.G. (UN.O.) 10d a 6" oz, INTO BLKG,EDGE NAILING WALL SHEATHING M GYPCRETE PER PLAN 21 GYPCRETE PER PLAN 2x BLOCKING BETWEEN STUDS FLOOR JOIST S5I 2x4 '2 DFL a 24" oz. Iod +� 6" o.c. 10d a 6" O.C. GYPCRETE PER PLAN PER PLAN loci a 6" oz. INTO BLKG. 'b � 00 FLOOR SHEATHING LADDER FRAMING w/ FLOOR SHEATHING GYPCRETE PER PLAN DECK SHEATHING PER Ibd a 6" oz. (UN.O.) �. O MvOOi Ibd a 6" oz. (UN.OJ LU24 HANGERS EDGE NAILING FLOOR SHEATHING DTL. 12/55.1 . . ... .. a . -4, .. ` FLOOR DECK JOISTS PER PLAN c O R HEATH NG GYPCRETE PER PLAN n C FLOOR SHEATHING EDGE NAILING TRUSS FRAMING C'4 id . C Mv� ww A35 CLIPS PER j All1 SCHEDULE 24" MAX 24„ MAX loci a 6 ' oc. 2x6 LEDGER w/ I6d Ibd a 6" o.c. I�'/2" x JOIST DEPTH APA "�Jjj PERFORMANCE RATED a 4" o.c. RIM BOARD, CUT OPENING SIMP50N LUS HANGER RIM BOARD J FOR MECH. DUCT l36" MAX) II'/2" x JOIST DEPTH APA _ NO SPLICES, DRILL COMERS It 2x LEDGER w/ PERFORIMANCE RATED FLOOR JOIST — DO NOT OVER CUT (3) SDS 1/4"x4'/2" SCREWS 112" x JOIST DEPTH APA }�w RIM BOARD PER PLAN FLOOR JOIST PER PLAN FLOOR JOIST PER PLAN o 16" oc. FLOOR JOIST PER PLAN PERFORMANCE RATED ROOF ONLY LOADING vS/ EDGE NAILING w/ 2x6 BACKER BLOCK w/ 2x6 BACKER BLOCK RIM BOARD BLOCKING WEB STIFFENER PER HEADER PER PLAN EACH SIDE a ATTACH I'/2" x JOIST DEPTH APA EACH SIDE a ATTACH a 48" oz, w/ 0210 HANGER ' MANUFACTURER A-35 CLIPS PER FLOOR JOIST PER PLAN EDGE NAILING TOGETHER w/ (10) loci SHEARWALL SCHEDULE PERFORMANCE RATED TOGETHER w/ (10) loci (2) 2x6 COLUMNS a EACH lel EDGE NAILING SIDE OF OPENING (D1Z OWN RIM BOARD TO FOUNDATION) 2x STUD WALL WALL SHEATHING I'/i" x JOIST DEPTH APA EDGE NAILING A-35 CLIPS PER 2x STUD WALL PERFORMANCE RATED EDGE NAILING O SHEARWALL SCHEDULE DOUBLE TOP PLATE RIM BOARD BLOCKING A-35 CLIPS PER SHEARWALL 2x STUD WALL 2x STUD WALL PER PLAN a 48" oz. w/ 0210 HANGER DOUBLE TOP PLATE !BEYOND) 2x STUD WALL SCHEDULE 25 FLOOR/EXTERIOR WALL CONNECTION 20 MECH. DUCT/WALL DETAIL 15 FLOOR FRAMING 10 DECK CONNECTION 5 FLOOR/EXTERIOR WALL CONNECTION 3rd FLOOR FRAMING w .p CJ CJ 1 SCALE: 3/4":i'-0" 551 SCALE: I":I'-0" 55,1 SCALE: N.T.S. SCALE: I"=1'-0" 55 � SCALE: I":I'-0" � PARTIAL SECTION ROOF . (U FLOOR LOADING EXTER. WALL BEYOND Ibd a 6" O.C. (UN.O.) 2x STUD WALL I6d a 6" oz. (UN.O.) 2x STUD WALL O 2x STUD WALL �M■ WALL SHEATHING WALL SHEATHING �1 DECK SHEATHING PER I6d a 6" oz. (LLND.) EDGE NAILING loci a 6" or_ INTO BLKG, EDGE NAILING DTL. 12/55.1 JOIST SPLICE AS REQ'D NOTE: STRAFING INSIDE WALL SHEATHING DECK JOISTS PER PLAN EDGE NAILING GYPCRETE PER PLAN GYPCRETE PER PLAN lod a 6" O.C. GYPCRETE PER PLAN AND OUTSIDE CORNER FLOOR SHEATHING DRAG STRAP PER PLAN 2x FLOOR JOIST PER PLAN FLOOR SHEATHING a JOIST SPLICE FLOOR SHEATHING w/ LUS210 HANGERS 2nd FLOOR FRAMING RIM BOARD ,. . a / EDGE NAILING 24" MAX. 0d a 6" O.C. DOUBLE STUDS EACH 51MF50N ST6224 SIDE OF CORNER U.ON. STRAPS TYPICAL A35 CLIPS a 20" o.c ACROSS BREAK IN ROOF + l2) FLOOR LOADING (UN.O.) TOP PLATE. NAIL 11/2 PE x JOIST DEPTH APA EACH SIDE MINIMUM BEAM PER PLAN PERFORMANCE RATED 14 - I6d COMMON RIM BOARD NAILS 2x6 CEILING JOIST—/ I6d ° 6" o.c. FLOOR JOIST PER PLAN 1''/2" x JOIST DEPTH APA FLOOR JOIST PER PLAN A-35 CLIPS PER a 24" oz. FLOOR JOIST PERFORMANCE RATED PER PLAN A-35 CLIPS PER RIM BOARD BLOCKING w/ 2x6 BACKER BLOCK EACH SIDE t ATTACH \/ SHEARWALL SCHEDULE DOUBLE TOP PLATE U O O SIMPSON LUS HANGER f*�WALL SHEATHING SHEARWALL SCHEDULE TOGETHER w/ (10) 10d /\ OF WALL FRAMING EDGE NAILING O HANGER PER JOIST t'IANUF. EDGE NAILING EDGE NAILING 11'/2" x JOIST DEPTH APA / \ BEAM PER PLAN (WHEN T O N 00 2x6 LEDGER w/ (2) I6d — REQUIRED PER PLAN) ,� O DOUBLE TOP PLATE PERFORMANCE RATED WHERE THERE ISA O O 2x6 a 16" oz- STUD WALL 2x STUD WALL RIM BOARD BLOCKING 2x STUD WALL Lf M t(7 a EACH STUD BREAK IN THE TOP a 48" oz. w/ U210 HANGER GAP TOLERANCE OF PLATE WITHIN 48 INCHES �_ O O TOP PLATE CONNECTION OF INTERSECTION THE 24 DECK CONNECTION 19 FLOOR/EXTERIOR WALL CONNECTION 14 BEARING WALL 9 FLOOR/CORRIDOR WALL CONNECTION ON ON SI DEOF PLATE S R PPEo IS TO BE _ &_15 c ID FLOOR or ROOF SYSTEM DBL. TOP PLATE /1, � •O LL 55 1 SCALE: I".I'-0" 55.1 SCALE: I".I'-0" 551 SCALE: I":I'-0" rJ- 5.1 SCALE: I":I'-0" PER PLAN VJ ELEVATION LLJ INFILL FRAMING AS O 2x STUD WALL REQUIRED ' I� (B O 2x STUD WALL PER SCHEDULE) WINDOW X DOOR ` j L_ ( . N _ WALL SHEATHING \ WIDTH Q WIDTH HEADER +.. O Ibd a 6" O.G. (UN.O.) WALL SHEATHING KING STUDS - (PER SGHDULE) U M (PER SGHDULE) 0 •C I6d a 6" oz.— EDGE NAILING GAP TOLERANCE OF W 4-41 0 C (UND.) STRAP WHEN REQUIRED CRIPPLE STUDS 0 KING STUDS ^, C) Zjj /////Zl TOP PLATE CONNECTION 0 GYPCRETE PER PLAN 2x FLOOR JOISTS PER PLAN 14" ON SIDES PLATECL) EDGE NAILING GYPCRETE PER PLAN i IPER SGHDULE) PER PLAN GYPCRETE PER PLAN loci o 6" O.C. FLOOR/ROOF SHEATHING w/ LUS210 HANGERS p) ` FLOOR SHEATHING 2 ON END OF PLATE N DECK SHEATHING PER DRAG STRAP PER PLAN BOTTOM PLATE CRIPPLE STUDS C0 FLOOR SHEATHING a a a J e v. , (PER SGHDULE) CD (0 DTL. 12/55.1 . DECK JOISTS PER PLAN O 0) -- f' DOUBLE TOP PLATE SQUASH BLOCKING UNDER 2x STUDS a 16" o.c. Q M (13 OF WALL FRAMING CRIPPLE STUDS, WHEN CN (n NOT USED \� REQUIRED (PER SCHEDULE) / ALL TOP PLATE OVERLAP LESS THAN 4114 / 48 INCHES TO BE 11'/2" x JOIST DEPTH APA STRAPPED AS SHOWN PERFORMANCE RATED SIMPSON 16 GA. \ ' LOADING ABOVE WINDOW/DOOR KING STUDS CRIPPLE STUDS SQUASH BLK'G RIM BOARD ST6224 STRAP WIDTH REQUIRED FLOOR JOIST 6'-6">W>3'-6" (2) 2x6 02 DFL (2) 2x6 '2 DFL NO PER PLAN ACROSS BREAK IN zi JOIST PER PLAN JOIST PER PLAN \/ EDGE NAILING TOP PLATE. NAIL � ROOF ONLY 3'-6">W (1) 2x6 02 DFL (l) 2x6 12 DFL NO FLOOR JOIST PER PLAN 2x6 CEILING JOIST WEB STIFFENER PER /\ EACH SIDE MINIMUM ID 24" oz. MANUFACTURE / \ 14 - I6d COMMON ROOF + (I) FLOOR 6'-6"611 3!W 6" !2) 2x6 "2 DFL (1) 2x6 "2 DFL NO SIMPSON HANGER BEAM PER PLAN (WHEN 3'-6">W lU 2x6 "2 DFL lU 2xb 02 DFL NO HANGER PER JOIST MANUF, A-35 CLIPS PER REQUIRED PER PLAN) NAILS 6'-6"?W>3'-6" (2) 2x6 "2 DFL !2) 2x6 "2 DFL YES SIMPSON LUS HANGER BEAM PER PLAN SIMPSON HANGER SHEARWALL SCHEDULE — ROOF + (2) FLOORS BEAM PER PLANJ 2x STUD WALL TYPICAL OF PREFAB 33 2-!!W (1) 2x6 12 DFL (1)2x6 "2 DFL NO DOUBLE TOP PLATE PANELS EDGES NAIL SPLICES IN EXT. REVISIONS: WALL WITH 2 ROWS OF 23 DECK CONNECTION 18 BEAM/JOIST CONNECTION FLOOR/CORRIDOR WALL CONNECTION TOP PLATE CONNECTION AT8 CIOFOR 4185 TYPICAL WALL FRAMING 13 8 4 (PLATE CONTINUITY) 2 551 SCALE: 1".1'-0" 55.1 SCALE: i".I'-0" 551 55.1 SCALE: I":I'-0" 551 SCALE: N.TS L-0016 cJ51 SCALE: N.TS. 2x STUD WALL PER PLAN 2x STUD WALL Ibd PER SCHEDULE HANDRAIL t ATTACHMENT HANDRAIL t ATTACHMENT I6d AS REQUIRED WALL SHEATHING PER ARCHITECT PER ARCHITECT NAILING SCHEDULE DBL. FLOOR JOIST - GYPCRETE PER PLAN a HOLDOILN STRAP - - NO. CONNECTION NAILING (see note 1) (2) T622 STRAP Q lod a 6" oz, n — FLOOR SHEATHING EACH SIDE OF 13 1 Joist to sill or girder, toenail 3-Sd ORIGINAL DRAWING DOUBLE JOISTS lod a 6" oc. EN. STAMPED BY EDGE NAILING la [-Joist to sill loci box nail, ea. side of joist P.T. 6x8 (UN.O.) AROUND = =M1 DANIEL S. GREEN. P. . . .. EDGES OF DECK FOR ? a `r < 2 Bridging to joist, toenail each end 2-Bd OREGON N 18520 HANDRAIL ATTACHMENT EN. T<G A/C DECK SHEATHINGFo . 3 Ixb" sub-Floor or less to each joist, Face nail 2-8d DATE: -1/11/14 WALL SHEATHING Sia" TaG AIC DECK SHEATHING 4 Wider than Ixb" subROOF to ea. joist, Face nail 3-Sd i 16d a 6" o.c. I6d a 6" o.c. - DECK JOISTS PER PLAN—\ 5 2" sub-floor to joist or girder, blind d Face nail 2-I6d EDGE NAILING DECK JOISTS PER PLAN EN M 6 Sole plate to joist/blocking, face nail I6d-I6"oc PROJECT TITLE: A35 CLIPS a 20" oz. EQUAL -1 Top plate to stud, end nail 2-I6d (UN.O.) \/ 7 HOLDOWN STRAP B Stud to sole plate 4-8d toenail or 2-I6d endratl N / PER PLAN d d ° N / \ 9 Double studs, Face nail I6d-24" cc l� DBL. TOP PLATE Q' FLOOR JOIST SIMPSON LU526 10 Doubled top p ates, t pica face Hai I6d-6" or- C� PER PLAN FLOOR JOIST HANGER — Double to rates at a s Ikea 8-I6d PER PLAN SIMPSON H25A CLIP 2x BLOCKING BETWEEN JOIST HEADER PER PLAN 0 M 11 Blocking between joists/rafters to top plate 3-8d toenail WALL SHEATHING a EACH JOIST WHEN REQUIRED CANT. WHEN REQUIRED 12 Rim joist to top plate 8d a 6" cc SIMPSON LU526 HANGERJ ADD 2x STUDS a 2x STUD WALL PER PLAN BEAM PER PLAN PER PLAN TS22 STRAP LOCATION WALL SHEATHING 13 Top plates, laps and intersections, face Hall 2-I6d BEAM PER PLAN ° 14 Continuous header, two pieces I6d a 16" cc along ea. edge FLOOR FRAMING DECK CONNECTION CANT. DECK CONNECTION FRAMING DETAIL 15 Ceiling joists to plate, toenail 3-Sd 22 (ALTERNATE) 1 / 12 7 11ja" � II'/4" 11'/2"� � 112" Continuous header to stud, toenail 4-8d SCALE: N.T.S. SCALE: I"-I'-0" SCALE: P=P-0" SCALE: I":I'-0" FOR 4 PLY 2X6 COLUMNS FOR 3 PLY 2X6 COLUMNS Il Ceiling joists, laps over partitions, Face nail 3-I6d U ''/2"0 BOLTS POSITIONED 2 ROWS OF 30d COMMON 5. 55.1 - 55.1 - 55.1 AS SHOWN WIRE NAILS STAGGERED 18 Ceiling joist to parallel rafters, face nail 3-I6d N BETWEEN FACES IS Rafter to plate, toenail 3-Sd + 20 P brace to each stud and plate, face nail 2-8d RIM BOARD, CUT OPENING BEARING WALL SHEARWALL HOLDOWN STRAP NOT SHOWN CUT 2x BLOCKS BETWEEN FOR MECH. DUCT (36" MAX) 2x STUD WALL m 21 Ixb" sht or less to each bearing, Face nail 2-8d NO SPLICES, DRILL GONERS DBL. JOIST EACH SIDE MANUFACTURED DECK BEAM d TOP OF DO NOT OVER CUT OF MECH DUCT w/ WEB FLOOR JOISTS JOIST TO TRANSFER LOAD � 36" MAX. I6d a 6" O.G. CUNDJ o 22 Wider than IxB" ahthg to each bearing, Face Hall 3-Sd O STIFFNER FOR HANGERS I�'/2" x JOIST DEPTH APA OPENING DOUBLE JOISTS 0 23 Built up corner studs I6d-24" cc FLOOR JOIST PERFORMANCE RATED In rTl WALL SHEATHING 20d a 32"oc TeB and eta a ��S]{ PER PLAN RIM BOARD, NOTCH 24 Built u girder and beams 2-20d a ends and ate Ilces DOUBLE TOP PLATE DOUBLE JOISTS AROUND BEAM GYPCRETE PER PLAN 1 p 25 2" planks 2-I6d at each bearing C JOIST, SIZE AND FLOOR SHEATHING 26 Wood structure pane s and partic eboard note 2) E-1 SPACING PER PLAN 1 SubROOF, roof and wall sheathing to Framing c/] II �� 1/2" and less 6d 2x4 LADDER ° IS/32" - P' ad = W Q 1/8" - 1 1/4" loci Combination subROOF-underla ment to Framing FRAMING m 24" o.c, '-' SIMPSON 'B' SERIES (TOP d BOTTOM) EDGE NAILING y 9 JOIST HANGER (MATCH w/ WEB STIFFNERS SIMPSON MSTI36 3/4" and less 6d 1� HANGER /6" LU24 STRAP lU.N.O.J loci a 6" O.C. 8" -ll 1/4" loci JOIST SIZE) WEB f 0 STIFFENERS PER 21 Panel siding to framing v'J ,r, 32" LAP MANUFACTURE 11'/2" x JOIST DEPTH APA ° I/2" and less bd corrosion rests( PERFORMANCE RATED 5/8" ad corrosion resist 7-7RIM BOARD ° NOTE I: Refer to nail diameters for nail size. SHEET TITLE: l2) LVL's, MATCH FLOOR Jolsr I�� I" NAILING DIAMETERS 2x6 STUD WALL (2) 2x6 BLOCKING JOIST DEPTH - PER PLAN NOTE 2: Nail spaced 4" cc edges, 10"oc inches at 6d DSS" 0 PER PLAN BETWEEN STUDS SIMPSON HANGERI L EDGE NAILING I1'/2 7 7 : 11'/2 intermediate supports, except 4" cc at all ad J13" m FRAMING DETAILS DECK BEAM PER WEB STIFFENER PER supports where spans are 48" or more. For .131" 0 a SHEARWALLS FRAMING PLANS. MIN. MANUFACTURER FOR 2 PLY 2X6 COLUMNS FOR 2 PLY 2X4 COLUMNS nailing of plywood and particleboard 10d .28 0 (2) 2x6 COLUMNS e !2) SIMPSON C514 x CONT. .148" 0 a FLR SHT'G EA. SIDE OF OPENING STRAPS 6'-0" 3'-0" BEARING WALL CORNER POST BEARING LENGTH 6 2 ROWS OF 10d COMMON I ROW OF 10d COMMON diaphragms and shear walls, refer to schedules. (DOWN TO FOUNDATION) (MAX) (MAX) PER PLAN INCHES. A-35 CLIPS PER WIRE NAILS STAGGERED WIRE NAILS STAGGERED I6d .135" 0 DRAWN 13Y: : SHEET: SHEARWALL SCHEDULE 2x STUD WALL BETWEEN FACES BETWEEN FACES 20d .148" 0 JAIt/DSG SHIM DECK BEAM AS 30d 20-1" 0 PROJECTtl: MECH. DUCT/WALL SECTION MECHANICAL CHASE DECK BEAM CONNECTION 1/4Q ERT FOOT SLOPE. FLOOR/EXTERIOR WALL CONNECTION BUILT UP COLUMNS NAILING SCHEDULE 140601 S5 . 1 21 16 11 6 3 (NDS 1532 REQUIREMENTS) 1 DATE: j 55.1 SCALE: 1/2"=l'-0" 55,1 SCALE: N.T.S. 55.1 SCALE: N.T.S. 55.1 SCALE: Pzll'-0" S51 SCALE: N.T.S. w-cols CJ GJ SCALE: NTS. 7/11/14 ROOF TRUSS PER PLAN ROOF SHEATHING 2x6 ® I6" os. STUD WALL CARRYING TRUSS 86 6 6" os. INTO OUTLOOKER EN. 2x6 STUD WALL POST PER PLAN PER PLAN SHEATHING and BLOCKING ARE PER PLAN WALL SHEATHING ad s 6" os. CTYP) WALL SHEATHING DESIGNED BY TRUSS 2x OUTLOOKER 9 48" o.c. 2x BLKG BETWEEN SIMPSON VTCB CLIPS g FLOOR FRAMING PER NOT SHOWN FOR CLEARITY MANUFACTURER AS OUTLOOKERS w/ 4x4 02 DFL POST EVERY TRUSS BELOW DETAIL 6/55.1 SHOWN ON THE ROOF SHEATHING SIMPSON LTP4 CLIPS ^ ^" PLAN VIEW ADD 2x4 FLAT BLOCKING 8d 6 6" os. STRUCTURAL PLANS (4) IC?d NAILS 9 20" oz. (UN.OJ r AROUND GABLE VENT b `0 00 EDGES w/ ad a 6" o.c\ SHIM AS REQUIRED 0.�, p cn w) BEAM PER PLAN Q 21"x24" VENTS PER w/ 16d m 6" os. :IYG 00M . (2) SIMPSON SDS /a"x4q" PERP. BEAM WHEN REQUIRED A2.5a, A2.5b 4 A2.5c o°o°o o W)O SCREWS INTO TOP 4 EN, BOTTOM OF EDGE STUD HANDRAIL 4 ITS VAULTED TRUSSES a 24" os. N O ATTACHMENT PER 3'-0" (MAX) 7 ca .� ARCHITECT ROOF SHEATHING HANGERS BY r, cnaw WALL SHEATHING TRUSS MANUF. 4x4 02 DFL POST 22 553 " ° SECTION 2x BLOCKING BETWEEN °° PLYWOOD SHEATHING STUDS ♦ Lre o SIMPSON ACE& POST CAPS 16d a b" o.c. ��//��05 o ° o° MANUF. TRUSSES EN. a END CONDITIONS ,,�� , ° PER PLAN 2x6 FULL HT. STUDS (2) SIMPSON SDS ,"x4iz" 'jai' e 2x6 BRACE 6 48" OZ. ® I&" oc., WALL TO SCREWS INTO TOP 4 51MPSON A35 SIMPSON AC6 POST GAPS � s ' GBC GABLE BRACE CLIP BE FROM FLOOR •V b BOTTOM OF EDGE STUD CLIPS 6 EACH (EA. SIDE OF BEAM) s MID SPAN CONDITIONS EA. 2x4 BRACE SHEATHING TO TRUSS CORNER GRADUATED TRUSS g OVERFRAMING BOTTOM CHORD 21 BEAM PER PLAN A-35 CLIP ID 24" os. (RAKE DBL. TOP Q 55.3 MONO TRUSS OR PLATES AS REO'D) Fly POST PER PLAN RIDGE BEAM BEYOND GRADUATED TRU55 HEADER PER PLAN WHEN 23 2x STUD WALL PER PLAN PER BTRUG PLANS REQUIRED 553 a VAULTED TRUSSES ONLY DECK WING WALL CONNECTIONWOOD BEAM TO WOOD POST TYPICAL GABLE OVERFRAMING ROOF FRAMING ROOF FRAMING GABLE EAVE FRAMING o 30 25 20 15 1 O (STANDARD TRUSS TO G=IRDER TRUSS) 5 cJrJ 2 SCALE: 1/2"•I'-O" 55.2 SCALE: I"=1'-O" cJ5 2 SCALE: N.TS. cJ5 2 SCALE: 1/2"=1'-0" cJ5 2 SCALE: N.TS. cJtj 2 SCALE: 3/4"•I'-O" Q� SIMPSON GSI6x30" STRAP2x6 STRONG-BACK a BRACING GREATER O (DIAPHRAGM) ad O 6" os. INTO THAN 70" LONG 55liexl8 (24F-V4) GLB CUN.O.) RIM BOARD 2x STUD WALL 8d ® 6" os. BLOCKING 2x6 BRACING Sd a 6" OZ. ROOF SHEATHING MANUFACTURED TRUSSES Ibd m &" os. INTO BLOCKING SECTION A-A 2x BLOCKING PER PLAN ROOF SHEATHING 2x BLOCKING ENGINEERED SHEAR 2x BLOCKING w/ 16d a 6" os. GIRDER TRUSS PER PLAN o 48" os BRACING 6 48" os. TRUSS DESIGNED FOR A CSI6 STRAP PER PLAN 84" MAX. R.O. Q MANUF. TRUSSES 24" o c. (DIAPHRAGM) a4" H535 OR Z. LOAD, PER SHEET �0 PROVIDE NOTCH 9 LOWER l4J 16d NAILS (or ADD SHEATHINGTE DBL. TOP PLATE – 2x LEDGER 77 PER rHE NOTED ROOF SHEATHING I0d o &" oz. SHEARWALL BELOW) I&d to 6" OZ. (UN.O.) N 2x6 STRONG-BACK 50TH SI E O STRAP 2-35 CLIPS PER BOTH SIDE OF BEAM GYPGRETE(BOTH ENDS) 4-TOTAL 2x6 STUD WALL FLOOR SHEATHING MANUF. TRUSSES SCHEDULE (3) 2x6 02 DFL 9 24" os. 2x LEDGER w/ COLUMN BOTH BEAM PER PLAN 16d a 6" os. SIDES OF BEAMSIMPSON H2.5A 30"x30"x12" FOOTING SILL PLATE SIMPSON CCQ CAPw/ REINF. PER MANUF. TRu5SE5 SCEDULE, CENTER TOP OF CON(. SLABUNDER COLUMN POST PER PLAN PER PLAN U O OBEAM PER PLAN O O2x6 BRACE s' 48" os. EDGE NAILING PER � f'') OHANGER PER TRUSS SCHEDULE 2x4 LEDGER w/ SDS 1/4x5" C14 00 JOIST W/ HANGER MANUFACTUREUF. VAULTEDBOTTOM OF PER MANUFACTURE 8d a 6" os. TRUSSED PER PLAN2x6 6 16" os. STUD WALLSCREWS 4" o.c. (STAGGERED) PLYWOOD SHEATHING CONT. FOOTING BEAM PER PLAN 2x BLOCKING BETWEEN TRISSES HANGER PER TRUSS m EA2x4BBRACEGE CLO O Cy) LO EDGE NAIL MANUF. MECH. DUCT FRAMING WOOD BEAM TO WOOD POST FLOOR/ROOF CONNECTION TRUSS CONNECTION AT BEAM ROOF CONNECTION '0 SHEARWALL TRUSS DETAIL �� L LO LO 29 24 19 14 9 4 a) � ED 55 2 SCALE: 3/8"=I'-0" CJD 2 SCALE: I"=1'-0" 55.2 SCALE: 3/4"=1'-0" CJD 2 SCALE: I"=1'-0" cJ5 2 SCALE: I"=1'-0" SD 2 SCALE: I/2"=I'-0" W 0 LL. a STRAP PER PLAN 2x8 BLOCKING BETWEEN WHEN REQUIRED •� W O TRUSSES w/ A35 CLIP s ROOF SHEATHING 6x12 DFL 01 HOIST W8x15 HOIST BEAM w/ 1.0 BEAM w/ (2) SIMPSON (2) 1imx3 a" 1/ " LAG EACH END, STAGGER CLIPS (� ROOF SHEATHING TO AVOID SPLITTING MANUF, TRUSSES PER PLAN W L W I 6x6 TRELLIS POST. ROOF OR FLOOR A-35 EA. SIDE BOLTS EA. SIDE Z3 Cn CV REMOVE ROOF SHEATHING FRAMING PER PLANad CD TO ALLOW POST TO SET 2x BLOCKING o 48" o.c. 2yq" 2x6 m 16" os. STUD WALL WALL SHEATHING ° 6 os. U N (h DOUBLE TOP PLATE DOUBLE TOP PLATE > I-- DIRECTLY ON BEAM i C-) SIMPSON LPCZ POST BASE SHEARWALL WHERE Q� � EACH SIDE WOOD BEAM OPT STEEL BEAM OPT. REQUIRED PER PLANS c 8d 6 6" os. _ MANUF. TRUSSES L O I0d a 6" Os. INTO SIMPSON HIGAIOKT SIMPSON HGAIOKT UPLIFT PER TRUSS SHOP SIMPSON O 0) BLOCKING CLIP EA. SIDE 4 END SECTION A-A CLIP EA. SIDE 4 END 2x BLKG BETWEEN TRUSSES o 24 os. DRAWINGS (LB5) TIEDOWN fr nn c L 2x4 BLOCKING EA. SIDE DOWN TO FOUNDATION DOWN TO FOUNDATION w/ Ibd a 6" os. WALL SHEATHING SIMPSON H25 CLIP a EACH • V -03 0 2x BEAM AT 6x6 POST TRUSS EDGE NAILING PER 0-515 H2.5A i 16d a 6" os. VAULTED PARALLEL TRUSSES 8d O 6" os. SHEARWALL SCHED. 5160-1150" (2) H25A 16d g &" oz. (2) MIN. COLUMN PER PLAN COLUMN PER PLAN SIMPSON A35 CLIP � E FLOOR SHEATHING UNDER BEAM DOWN UNDER BEAM DOWN PER SCHEDULE 5160-11400 HIO O ROOF SHEATHING 2x12 BLOCKING M — CZ TO FOUNDATION TO FOUNDATION BETWEEN TRUSSES 11410-11150 HIO . H25A Q N • • GIRDER TRUSS ROOF SHEATHING 0- 0 1116 2050 LGT2 HOIST BEAM PER 2x6 TUB SIC," os. � � CEILING JOISTS A 2051"-3965" GT w/ HDU PLAN ad a 6" os. 39660-40600 1_674SIMPSON DTC CLIP w/ GAP BETWEEN DBL. TOP PLATES AND (4) ad sa DBL. TOP FRAMING PLATE 4 (2) ad INTO 2x BLOCKING FLOOR JOISTS A SIMPSON CLIP PER TABLE PER PLAN 2x NON-BEARING WALL DBL. TOP PLATE HOIST BEAM CALCULATED MANUF. TRUSSES a' 24" os. SIMPSON A35 CLIPS ATTACH TRUSS TO DBL. s 20" os. CUNA.) Lu/ 5,0000 PT. LOAD �' � TOP PLATE !CLIPS CAN BE GIRDER TRUSS PER PLAN ON EACH SIDE) BEAM PER PLAN S'-6" MAX. SPAN TRUSS HANGER PER MANUF. SHEARWALL WHERE TYP. WALL CONSTRUCTION REVISIONS: REQUIRED PER PLANS or BEAM PER PLANS ADDENDUM 01 FLOOR/ROOF CONNECTIONNON-BEARING WALL CONNECTION ELEVATOR HOIST BEAM DETAIL ROOF FRAMING ROOF CONNECTION CORRIDOR FRAMING 0 9/22/14 8 2 23 18 13 $ 3 (DFL UPLIFT LOADS) 55.2 SCALE: 3/4"=I'-0" 55.2 SCALE: 11/2"=1'-0" w-omse 55.2 SCALE: 3/4"=1'-0" Mc-0009 55.2 SCALE: I/2"=1'-0" 55.2 SCALE: I/2"=1'-0" 55.2 SCALE: 2x BLOCKING BETWEEN GAP BETWEEN DBL. WALL SHEATHING 2x6 STUS a 16" os. 2x6 STUB 10 16" oz. ROOF SHEATHING 6x6 TRELLIS POST TRUSSES/TRELLIS POSTS ROOF OR FLOORTOP PLATES AND WALL SHEATHING �� FRAMING PER PLAN FRAMING ad o roOs. 16d 9 &" oc. JOIST SPLICE AS REQ'D Imd ® 6" OG. ad to 6" oz- 8d ° 6" oz. 2x4 BLOCKING ROOF TRUSSES 0 24" os. 8d a 6" os. SIMPSON MSTA36 VERT. 2x BLOCKING BETWEEN STUDS STRAP a TRELLIS POST I0d o 6" O.C. DBL. TOP PLATE FLOOR SHEATHING DRAG STRAP PER PLAN 16d 6 6" oc. BETWEEN STUDS Irod a 6 OZ. a JOIST SPLICE ROOF SHEATHING ROOF SHEATHING STRAP PER PLAN ORIGINAL DRAWING ROOF SHEATHING 2x BLOCKING w/ WHEN REQUIRED STAMPED BY 16d 9 6" os. SIMP50N DTC CLIP w/ DANIEL S. GREEN. P.E. FLOOR SHEATHING l4J 8d g DBL. TOP 2x BLOCKING VENT AS OREGON 0 1852(0 PLATE 4 (2) ad INTO FRAMING I0d ID 6" O.C. I0d a� 6" os. FOR TIRED IGHT (BEVEL TOP DATE: 9/24/14 16d o 6" oz. (UN.O.) 16d g 6" or_SHEATHING SIMPSON H2.5A FLOOR SHEATHING FLOOR SHEATHING GYPGRETE GYPGRETE PROJECT TITLE: MANUF. TRUSSES ® 24" oc. FLOOR JOIST PER PLAN 11i2" x JOIST DEPTH APA N FLOOR JOISTS A-35 CLIPS PER PERFORMANCE RATED n PER PLAN SHEARWALL SCHEDULE RIM BOARD BLOCKING SIMPSON H25A CLIP / 120" osMANUF. TRUSSES 24" o c.. (MIN) a EA. TRUSS BLOCKING m 48" oz. EDGE NAILING O REFER TO DETAIL 24/S5.3 Q A35 CLIP a� 20" os. FOR HEELS GREATER VERIFY HEIGHT w/ ARCH. BEAM PER PLAN 2x NON-BEARING WALL (UNDJ DOUBLE TOP PLATE 2x STUD WALL FLOOR JOISTS A35 CLIPS S 20" OZ. (UN.O.) FLOOR JOISTS THAN 12" DEEP EDGE NAILIN,, 2x BLKG BETWEEN PER PLAN MANUF. TRUSSES a 24" os. TRUSSES BEAM PER PLAN PER PLAN 2x6 STUDS a 16' os. BEAM PER PLAN F 27 FLOOR/ROOF CONNECTION 22 NON-BEARING WALL CONNECTION 1 BEARING WALL FRAMING 12 FLOOR/ROOF CONNECTION 7 FLOOR/ROOF CONNECTION 2 EAVE FRAMING AT BEAM 55 2 SCALE: 3/4"=1'-0" 55 2 SCALE: I CJS 2 SCALE: I"=1'-0" 55 2 SCALE: 3/4"=1'-O" 55.2 SCALE: 3/4"=1'-0" CJD 2 SCALE: I"=1'-O" U } 6x6 TRELLIS POST TRU5SES1/�NG BL ST POSTS WALL 16 oz. STUD WALL SHEATHING 2x& 0 16" os. STUD WALL WALL SHEATHING 8d Q &" o.c. 2x6 STUS S 16" OZ. ASSEMBLY 'A, ASSEMBLY ASSEMBLY '(' ROOF SHEATHING � --i EDGE NAILING 2 PGS. 134" or 2x 3 PC5. 13/4" or 2x 4 PGS. 134" or 2x Sd o 6" oz. 16d g &" o.c. 16d S &" oz. (UN.O.) 31/=x18 LVL RIM BOARD FETOR FRAMING PER 16d ® 6" os. CUNfO,) SIMPSON MSTA36 VERT. FLOOR SHEATHING ROOF TRUSSES 9 24" os. 8d m 6" os. 16d 6" oc. 2x BLOCKING d Sd s 6" os. ROOF SHEATHING BETWEEN STUDS iv N w STRAP PER PLAN O STRAP TRELLIS POST 2x) LEDGER w/ WHEN REQUIRED v IOd � 6" oz. GYPGRETE C2J SDS �i4x5" SCREWS ROOF SHEATHING 2x BLOCKING w/ g 16" Oz. v 2x BLOCKING VENT AS :3 166 m 6 o.c. DTT2Z HOEDOWN 9 48" oz. REQUIRED (BEVEL TOP I0da6" oz, FLOOR SHEATHING MANUF. TRUSSES FOR TIGHT FIT) rn ID 24 o.c. VAULTED TRUSSES ROOF SHEATHING PER PLA16d a &" o.c. (UN.O.) N - W 12 ad aD 6" OZ. ROOF SHEATHING GYPGRETE i SIMPSON H25A h Q1 3 14 FLOOR SHEATHING C#n 2x6 tv 16" os. STUD WALL o 2x BLKG BETWEEN TRUSSES MANUF. TRUSSES a 24" FLOOR JOIST F w/ Ibd m &" os. 134" (TYP) SIMPSON H25A CLIP PER PLAN _ THROUGH BOLTED B EA. TRUSS A-35 CLIPS PER 16d a� 6" os. NAILED CONNECTION CONNECTION REFER TO DETAIL 24/S5.3 FLOOR JOISTS PER PLAN A35 CLIP o 20" oma. FOR HEELS GREATER SHEET TITLE: Lu/ HANGER PER MANUF. SHEARWALL SCHEDULE ASSEMBLY 2 ROWS IrodWIRE 3 ROWS ibdWIRE (21 ROWS 1 (21 ROWS OF (UN.O.) 36" (MAX) NUMBER COMMON WIRE COMMON WIRE q"0 A3m1 "m A301 THAN 12" DEEP BEAM LA REQUIRED 6 12" os. a+ 12" os. BOLTS 6 24" o-c. BOLTS o 12" oc, DOUBLE TOP PLATE FRAMING DETAILS BEAM PER PLAN PER PLAN DTT2Z HOLDOWN a� 46" o.c. 4x6 BLKG w/ A34 CLIPS A 505 0 VERIFY HEIGHT w/ ARCH. LUS24 HANGER BEAM PER PLAN 355 530 76 JOIST W/ HANGER B 355 530 380 760 2x BLKG BETWEEN 9 TOP 4 BOTTOM TRUSSES 2x4 LEDGER w/ PER MANUFACTURE C N/A N/A 340 680 HEADER PER PLAN SHEET: DRAW>I EY: MANUF. TRUSSES a 24" os. 2x& 9 16" c.c. STUD WALL (2) SDS 1/ x5" SCREWS - LOADING IN TABLE ONLY APPLY WHEN Iii" WIDE MEMBERS ARE USED. (WHEN SHOWN) SHEARWALL SHEATHING AND Jnwosc 4 HANGER PER JOIST MANUF. EDGE NAIL BEAM PER PLAN 4 NAILING PER PLAN - g I&" O.C. - THERE IS NO SIDE LOADED CONNECTION FOR 2x MEMBERS. 2x STUD WALL PROJECT 4: FLOOR/ROOF CONNECTION RAFTER CONNECTION ROOF FRAMING FLOOR/ROOF CONNECTION MULTI. MEMBER BEAM CONNECTION EAVE FRAMING 140601 S5 .2 26 21 16 11 6 (SIDE LOADED CONNECTION) 1 DATE: SrJ.2 SCALE: 3/4"•I'-0" 55 2 SCALE: 3/4"•1'-0" Sr✓- 2 SCALE: I/2"•I'-0" cJ5 2 SCALE: 3/4"=1'-0" 55 2 SCALE: N.T.S. w-omw cJ5 2 SCALE: I"=I'-0" 7/11/14 i ROOF SHEATHING 2x BLOCKING BETWEEN STUDS Ed o Co" oz. 2x STUD WALL MANUFACTURED TRUSS STRAP AS REQUIRED SIMPSON STRAP PER PLAN 16d 6 6" oz. 2x6 ® 16" o.c. CENTER ON GIRDER TRUSS FLOOR JOIST OR m STUD WALL BEAM PER PLAN n ROOF SHEATHING 6d m 6" O.C. (UN.O.) WALL SHEATHING W t M 16d 6 o.c. rn 00 2x VERT. MEMBERS 9 EACH m 00 EN. SIDE OF TRUSSES w/ loci 9 6" oz. EDGE NAILING o GYPCRETE PER PLA bAM. kn 16d o 6" oz. STAGGERED C 0 o m EA. SIDE (TO PREVENT 2x BLOCKING w/ FLOOR SHEATHING DRAG STRAP PER PLAN oo O �o SPLITTING OF WOOD) 16d A 6" oz. W `•' krl 2x BLOCKING BETWEEN FLOOR SHEATHING a TRUSSES USE IN AREAS DBL. TOP PLATE mv� P, w GREATER THAN r551 12' DEEP (48= MAX) MANUF. TRUSSES 9 24" oz. GIRDER TRUSS PER SIMPSON STRAP AND NAILING 225 PLAN PER PLAN EN. SHEARWALL SHEATHING �2x FLOOR JOIST PER PLAN 16d NAILS AS REQUIRED PER SHEARWALL SCHEDULE AS REQUIRED w/ LUS210 HANGERS FLOOR JOISTS PER PLAN w/ HANGER MANUF. TRUSS o 24" oz. MANUF. TRUSS a 24" oz. POST PER PLAN FLOOR JOIST PER PLAN Vj 2x STUD WALL PER MANUF. BEAM PER PLAN 2x SHEARWALL BEAM PER PLAN FO FRAMING JOIST HANGER PER PLAN II�� VERIFY HEIGHT w/ ARCH. 24 SHEAR TRANSFER DETAIL 2O FLOOR/ROOF CONNECTION 15 DRAG STRAP CONNECTION 10 FLOOR DRAG STRAP CONNECTION 5 FLOOR/CORRIDOR WALL CONNECTION w ,O CJ� 3 SCALE: I"=1'-0" OJ5 3 SCALE: 3/4"=I'-0" CJS 3 SCALE: P=1'-O" S5 3 SCALE: I"=I'-0" L-0021 �� 3 SCALE: I"=1'-0" Q, IS GA. BENT PLATE _ SIMPSON STRAP AND NAILING O DETAIL 25/553 13" LAP w/ Sd m 2" oz Ed g 6 o.c PER PLAN JOIST SPLICE AS REQ'D loci a 6" O.G. SIMPSON A34 CLIP ROOF SHEATHING DBL. TOP PLATE DRAG STRAP PER PLAN CSI6 STRAP SIMPSON STRAP AND NAILING CS16x14" STRAP w/ (13) Sd o i' PER PLAN PER SCHEDULE FLOOR SHEATHING JOIST SPLICE (4) FULL HEIGHT STUDS SLOPED DOUBLE \ TOP PLATES � ROOF SHEATHING VAULTED TRUSSES PER PLAN MANUF. TRUSS I i SLOPED 6x8 HEADER i FLAT 2x4 BLKG. Q SIMPSON A34 CLIP BETWEEN TRUSSES T BELOW STRAP HANGER PER I SIMPSON A35 CLIP TRUSS MANUF. TOP CHORD OF TRUSS G HEADER/TOP FE's i i i i 5 MANUF. TRUSSES FLOOR JOIST PER PLAN 1RIM FORMAN BE RATED BEAM PER PLAN PERFORMANCE RATED I PTH APA 552 g 24" o c 2x BLOCKING BETWEEN A35 CLIPS m 20" o.c. (UN.O.) ,14 BETWEEN JOISTS O O WINDOW OPENING SIMPSON A34 CLIP TRUSSES V O cD EQ. EQ. C516x26" STRAP EDGE NAILING C) (D 2x BLOCKING BETWEEN w/ (22) ad NAILS COLUMN PER PLAN N 00 TRUSSES w/ (4) LTP4 CLIPS FRAMING ' a EACH JOINT 2x SHEARWALL FRAMING 0) NOTCH HEADER FOR f OPTION: DESIGN BOX TRUSS FOR 1150" HORIZ, LOAD DOUBLE TOP PLATE 2x STUD WALL � CO � SIMPSON A35 CLIP co 19 ROOF CONNECTION 14 DRAG STRAP BLOCKING 9 DRAG STRAP CONNECTION 4 BEARING WALL FRAMING 'i L0 SIMPSON A35 CLIP C: ED x o TOP a BOTTOM 0 LL OF HEADER EACH QJ5 3 SCALE: 3/411.I'-0" CJ5 3 SCALE: I I/?"•I'-0" L•0071 CJ5 3 SCALE: I"=I'-0" 3 SCALE: I"=1'-0" END (4 TOTAL) WINDOW OPENING W O 6xS HEADER WALL SHEATHING1 1 I � LL! 2x STUD WALL BEAM PER PLAN 2x STUD WALL LJJ (j) O 16d o 6" oz. CUN.OJ WALL SHEATHING U � Ch (2) FULL HT. STUDS RIDGE CAP 16d B 6" O.G. (UN.O.) _>_ I-- EDGE NAILING L EDGE NAILING Sd g 6" cc RIDGE ^^'' � GYPCRETE PER PLAN NAILING EA. SIDE GYPCRETE PER PLAN 2x FLOOR JOIST PER PLAN W W 0) O 2x FLOOR JOISTS CNTR, 2X4 BLK'G x 10" LONG w/ LUS210 HANGERS m CD SIMPSON A35 CLIP PER PLAN w/ FLOOR SHEATHING TYP. EA. TRUSS BAY FLOOR SHEATHING Q) a SILL PLATE LU5210 HANGERS CONTINUOUS RIDGE VENT L O SIMPSON T522 STRAP DRAG STRAP PER PLAN (p (EACH END) BOTH SIDE OF BEAM f STRAP PER PLAN PLYW'D SHEATHING O WHERE REQUIRED N 0 ch (n FLOOR SHEATHING -S pie" RIM BOARD BEAM PER PLAN EDGE NAILING SIMPSON A35 CLIPS FLOOR JOISTS 1112" x JOIST DEPTH APA PER SHEAR SCHEDULE PER PLANS FL JOIST—/ PERFORMANCE RATED 2x4 BLK'G w/2x4 TOP CHORD PER PLAN RIM BOARD DBL. TOP PLATES I1iz" 51-KG BETWEEN 6d o 6" o.c. 2x6 BLK'G w/2x6 TOP CHORD TOP CHORD OF TRUSS WEB STIFFENER PER /\ WALL SHEATHING w/ NO JOISTS a SHEAR WALLS MANUFACTURE / \ SPLICE O DBL. TOP PLATES 2x6 "2 DFL STUDS LTP4 CLIP a 20" oz. _ 2x STUD WALL m 16" oz. w/ MULTI. BLOCKS 2x6 STUD WALL DOUBLE TOP PLATE 1 BEAM PER PLAN WALL SHEATHING PER PLANS BEAM PER PLAN (WHEN REVISIONS: REQUIRED PER PLAN) VAULTED WINDOW FRAMING OFFSET CORRIDOR WALL FRAMING SHEAR TRANSFER DETAIL BEAM/BEAM CONNECTION FLOOR/CORRIDOR WALL CONNECTION 23 18 13 (CONTINUOUS RIDGE VENT) 8 3 (ALTERNATE) 55.3 SCALE: I/211.I'-0" CJ5 3 SCALE: 3/4110'-0" CJCJ 3 SCALE: I I/2"=1'-0" L'003' 55.3 SCALE: I"=I'-0" 55.3 SCALE: 1"=I'-0" ROOF SHEATHING MANUFACTURED TRUSS GABLE OVE�RAMING ad a 6" m.c. OVER O CSI&x50 ADER t DOWN STRAP LURANPED 't RUN WALL SHEATHING ROOF SHEATHING CONT.STRAP AND NAILING GYPCRETE PER PLAN " '1 CONTINOUS THRU CORNER PER PLANS ROOF SHEATHING 2x BLOCKING am GABLE 2x STUD WALL ORIGINAL DRAWING VALLEY w/ 16d o 6" oz. PLYWOOD SHEATHING COLUMN PER PLAN STAMPED BY DANIEL S. GREEN. P.E. ad ® 6" o.c. <. :a <. BEAM PER PLAN DETAIL 1 °DA E: 1/11/4° ROOF SHEATHING CS SIMPSON MSTA36 STRAP 0 W SECTION MONO TRUSSES EA. DBL. TOP PLATE EN. (CENTER ON BEAM) 0 24 oz. SIMPSON VTGR � PROJECT TITLE: VAULTED or RAISED CLIP s EA. TRUSS TRUSSES PER PLAN EN. (2) l6d INTO 2x STUD WALL Cq N BLOCKING DBL. TOP PLATE RUN WALL SHEATHING 2x STUD WALL CONTINOUS THRU WALL 2x BLOCKING BETWEEN SIMPSON STRAP BEAM PER PLAN O MANUF. TRUSSES TRUSSES BELOW VALLEY PER PLAN SIMPSON MSTA36 STRAP WRAPPED PER PLANELEVATION BLOCKING 2x BLOCKING BETWEEN J015T PER PLAN JOISTS DIRECTLY UNDER OVER HEADER t DOWN COLUMN DETAIL 2 GIRDER TRUSS STRAPS COLUMN PER PLAN < HANGER PER TRUSS MANUF. 2x SHEARWALL FRAMING or BEAM PER PLAN ROOF FRAMINGGABLE VALLEY BLOCKING DRAG STRUT DETAIL DRAG STRAP CONNECTION STRAPS at BEAM/WALL CONNECTION CONTINOUS SHEAR DETAILS 26 (TRUSS TO GIRDER TRUSS) 22 17 12 7 2 55.3 SCALE: I"=I'-0" 3 SCALE: I"=1'-0" 55.3 SCALE: P=1'-0" L-0013 QJ5 3 SCALE: I"=1'-0" cJtJ 3 SCALE: I"=1'-0" L-mm0a 55,3 SCALE: 3/4"=1'-0" L•0076 Uu N + 5„ FLOOR JOISTS or BOTTOM CHORD O WOOD MEMBER PER wt� Y OF RAFTER HOLDOWN SCHEDULE SIMPSON HOLDOU.N PER PLAN O O V] GABLE OVERFRAMED GYPCRETE PER PLAN 2x4 BLOCKING BETWEEN TRUSSES g 24 oc. JOISTS = ROOF SHEATHING FLOOR SHEATHING DBL. TOP PLATE 51MF50N STRAP -� -}' DRAG STRAF(S) PER PLAN WALL SHEATHING LAP PER PLAN O AS REQUIRED END kn '• LENGTH y +II +II GYPCRETE PER PLAN o 16d m 6" oz. IUNLOJ BENT PLATE + + ad 6" or— CUT _ FLOOR SHEATHING Z TO ANGLE OF 3 LENGTH _ Q TOP PLATES xl�—�I` BEND LOCATIONL CLEAR SIMPSON VTCB { t - - CLIP 0 EA. TRUSS 2x HEEL BLOCKING a SPAN IS GAxS"x0'-10" CLIPS PER 1/55.2 17 kn BENT PLATE w/ 553 (12) Sdxlx " NAILS EDGE NAILING EDGE NAILING Q O 30" LAP NAILINGPER PLAN AND N O 2x BLOCKING BETWEEN loci a 6" OL. END + - _ WALL SHEATHING FLOOR JOISTS ROOF TRUSSES 9 24" oz.—� END DISTANCE LENGTH k PROVIDE MIN. I" SHEET TITLE: A35 CLIP ® 20" oz.(UND.) BEAM PER PLAN 0 SIMPSON H2.5A 2x STUD WALL 2x6 STUD WALL FRAMING DETAILS } PER PLAN 11/2" x JOIST DEPTH APA 3.. CLIP g EA. TRUSS PERFORMANCE RATED EQUAL NUMBER 2x SHEARWALL FRAMING FLOOR JOIST ANCHOR BOLT PER DRAWN BY:PER PLAN HOLDOWN SCHEDULE AILS N SPECIFIED EACEND SHEET: _ 2" (TYP) -iNL RIM BOARD JAR/DSG A35 CLIP g 20" oz. (UN.O.) HANGER PER JOIST MANUF, EDGE NAILING BENT PLATE DETAIL GABLE FRAMING DRAG STRAP CONNECTION DRAG STRAP CONNECTION FLOOR/EXTERIOR WALL CONNECTION HOLDOWN STRAP PROJECT«: 140601 S5 .3 25 21 16 11 6 1 (FRAMING DETAIL) DATE: CJCJ a, SCALE: 3"=1'-0" S5 3 SCALE: 3/4"=1'-0" 55.3 SCALE: I/2"=1'-0" cJ5 3 SCALE: I"=1'-0" CJ5 3 SCALE: I"=1'-0" cJCJ 3 SCALE: N.TS. L-0024 7/11/14 CENTER BUCKET EAM 6" MI OVER COLUMN FE 5/8x(BM WIDTH +I") NOTCH BEAM FOR +I/8" DECK BEAM M V2" TYP v, 3/16 BEAM PER PLAN EAM 6" BEAM ug vF /II a` m +I/8„ WOOD BEAM PER PLAN _ _ "r +I/8" �„ Y2 O m 0000 �� 4�" - 3/16 _ _ SIMPSON HGAIOKT GLIP5 �., y Y2 - -- 9 EACH SIDE OF BEAM \ / pO vp �p I" RETURN a, C o m 3/16 ON INSIDE I" RETURN I1�114 - — 1" RETURN _1 n I /\ - 3/16 ON INSIDE C 1" RETURN 3/16 ON INSIDE n__I__u- — OPENING = LARGER BEAM _ kn ' 3/16 ON INSIDE L-J — WIDTH •I/8 SHIM TIGHT / \ M 0., IE 1/4 SIDE OF BEAMS SMALLER WIDTH BEAM — IE I/4x8x0'-10" EA. w/ (4) 3/4"m A30-1 _ — IE 1/4 SIDE OF BEAMS SIDE OF BEAM w/ IV4„ m — I I/2" — 1 I/2" BEAM BUCKET PER MACHINE BOLTS MACHINE BOLTS 1 w/ (4) 3/4"m A301 3/4"0 A301 I" RETURN DTL. 1/55.4 3/16 MACHINE BOLTTL i7ii IE 5/SXWIDEST BEAM•/e" _� 9,11 3/16 ON INSIDE O FE 5/8x(5M WIDTH +I') fE I/4x13x1'-2" EA. 3/I6 I SIDE OF BEAM w/ ►�moww (4) 3/4"0 A301 TS COLUMN PER PLAN 6" MIN SIDE fe (TYP) MACHINE BOLTS I I R 5/6x(BM WIDTH +I" .� TYP COLUMN PER PLAN END VIEW SIDE VIEW END VIEW TS COLUMN PER PLAN PLAN VIEW ill3/16 iE 5/8x(5M WIDTH +r" I I END VIEW TS COLUMN PER PLAN PLAN VIEW CENTER BUCKET CENTER BUCKET TS COLUMN PER PLAN OVER COLUMN OVER COLUMN CENTER BUCKET I OVER COLUMN END VIEW SIDE VIEW 25 BEAM SUPPORT COLUMN 20 BEAM SUPPORT COLUMN 15 BEAM SUPPORT COLUMN 0 BEAM CONNECTION 5 BEAM SUPPORT COLUMNK� iW ,o 55.4 SCALE: P-I'-0" s.00msCJ5 4 SCALE: I"=I'-0" 55.4 SCALE: I"=1'-0" cJrJ 4 SCALE: I".1'-0" X5.4 SCALE: P=1'-0" s-moms Q� 11/a PLYWOOD SHEATHING �_yO T-1-II SHEATHING DOUBLE TOP PLATE W TS COLUMN PER PLAN (BELOW PER ARCH) ABENT 5/16 PLATE w/ l4) 3/a"m „ A307 MACHINE BOLTS d 2x6 HIP RAFTER (2) 3/4"0x6" LAG BOLT (EACH SIDE) 4x8 RIDGE BEAM (" 1/4" SIDE PLATES w/ 4 ROOF SHEATHING W (2) 3/4"0 (A301) TYP ,V ANCHOR BOLTS 3/16 EXTEND 4x8 RIDGE �� V2 PAST HIP, CHAMFER „ P„ V2 _ NOT USED 3/8 PLATE w/ - C2) 5/8 m (A301J TOP AS NEEDED O MACHINE BOLTS = IL SOLID BEARING WEDGE — UNDER BEAMS BEAM RAFTER SLOPE PLATE AS REQUP. BEAM BUCKET PER 25/55IRED 3/16 TY3/8" PLATE (BEAM +1') .4 PER PLAN TO MATCH DBL. TOP PLATES 2x6 HIP RAFTER 3/16 TYF U jCD C7 (0 CO OPTIONAL BEAM SADDLE �y pp SISKEWN HU26 SLOPED WERE REQUIRED (NOT SHOWN ' ' d SKEWED HANGER � (6 TS 3x3x3/16" COLUMN, MOVE TS COLUMN PER PLAN ON ALL SIDES FOR CLARITY) .� 4" FROM HIP INTERSECTION RIDGE BEAM PER PLAN SIDE VIEW PLAN VIEW r; In M M GAZEBO HIP CONNECTION BEAM CONNECTION TOP PLATE/COLUMN CONNECTION CONT. COLUMN/BEAM CONNECTION .L L LO o 24 19 14 9 4 a� SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: I I/2" I'-0" s•mm2i SCALE: I"=I'-0" s-comma LL 55.4 55.4 55.4 55.4 55.4 ( c a .� W cD C:) LIJ ROOF SHEATHING 4x8 RIDGE BEAM RIDGE BEAM PER PLAN 3 (q CN 4-11 0 TS COLUMN PER PLAN (� N ('7 BEAM BUCKET PER 25/55.4 > I` SIMPSON CC51/4-6 COLUMN OPENING LARGER BEAM WOOD BEAMS PER PLAN 2x& Q 0-)2x6 RAFTERS 24" oz. CAP WIDTH +I/8". SHIM TIGHT W U) c TS 3/2x3/2x3/16" SMALLER WIDTH BEAM 1 1/2" II" 1/2" - COLUMN H25 CLIP fe 5/ax-ixEACH COLUMN PER PLAN 10d o 6" o.c. INTO RAFTER BLOCKING (TYP) (BM WIDTH +1/8") so Sd m 6" oz. O FLOOR SHEATHING TYP n ~O 3/16 77-,7= RETURN JIM IK�� M 2x BLKG BETWEEN 3/16 ON INSIDE a - - Q co CO I RAFTERS SIMPSON CG51/4-6 COLUMN NOT ® fe 1/4x8x1'-2" EA. CAP BEAM PER PLAN SIDE OF BEAM w/ (4) 3/4"m A301 3/16 TYP MACHINE BOLTS Ti j O O FLOOR JOIST B 5/8x(eM WIDTH +1") O O PER PLAN FLOOR JOIST PER PLAN 2x4 PLATE SHOT TS 12x4x3/I6" ONTO TS w/ .145"m A35 CLIPS o 24" oz. TS COLUMN PER PLAN POWER ACTUATED 3/16" TYP SIDES LOCKING ON OF TS COLUMN END VIEW SIDE VIEW FASTENER g 16" o.c. 3/16" 1 CENTER BUCKET TS 12x4x3/16" TOP d BOTTOM OVER COLUMN REVISIONS: 23 GAZEBO ROOF FRAMING 18 BEAM CONNECTION 13 8 COLUMN/FLOOR CONNECTION 3 BEAM SUPPORT COLUMN CJ5 4 SCALE: 3/4"=I'-0" 55 4 SCALE: 3/4"=1'-0" 55.4 55.4 SCALE: I"=1'-0" cJ5 4 SCALE: I"=1'-0" 6.0003 ROOF SHEATHING I/s PLYWOOD SHEATHING STEEL BUCKET OPENING = LARGER BEAM M TIGHT 2x6 RAFTERS c 24" oz, BENT FE 5/16x5 w/ B 5/BxIBM WIDTH +I") PER PLAN SWIDTH MALLER WIDTIH BEAM (2) 3/4110 A30-1MACHINE BOLTS d 3/4"mx6" LAG EAM 6" MI I" RETURN H2.5 CLIP Q EACH y, BOLT (EACH SIDE) RAFTER 2 CENTER BUCKET WOOD BEAMS PER PLAN _-�� 3/16 ON INSIDE OPENING = LARGER BEAM /8" OVER COLUMN WIDTH +I/8". SHIM TIGHT — ORIGINAL DRAWING TS 12x4x3/16" `. _ - N SMALLER WIDTH BEAM 1 1/2" 11" I/2'• STAMPED BY (BEYOND) 4" DAOREGON GREEN.NIEL S. 18520 E T-I-II SHEATHING '^ _ = P RETURN — TYP 3/16 _ _ — — DATE: -11111 14 (BELOW PER ARCH) 3/16 ON INSIDE i_1) 3/16 n m c0 R-4--*- 1/4x(5M WIDTH +I") CO I" RETURN LL_ IE 1/4 SIDE OF BEAMS J FE OF: BEAM wCH4SID 4 m BACKING PLATE 3/16 ON INSIDE w/ (4) 3/4"0 A301 IE I/4x8x1'-2" EA. MACHINE BOLTS A301 MACHINE BOLTS N SIDE OF BEAM w/ PROJECT TITLE: • \� (4) 3/4"0 A301 3/16 -N MACHINE BOLTS 3/16 1/4" GAP fE 3/16" rq BEAM RAFTER 6„ \� N 3/16" TYP PER PLAN00 E 5/6x(BM WIDTH +I") rq TOP d BOTTOM 6" MIN SIDE IE (TYP) �" 94 TS COLUMN PER PLAN-//—I Ts 12x4x3/I6" END VIEW rs COLUMN PER PLANPLAN VIEW END VIEW SIDE VIEW (4) TS 3'/2x3'/2x3/16" BEAM PER PLAN CENTER BUCKET fe 5/8x(BM WIDTH +I'7 CENTER BUGKEt COLUMNS, CAP TOPS OVER COLUMN TS COLUMN PER PLAN VERIFY ANGLE w/ ARCH. OVER COLUMN w/ 1/4„ F� 22 GAZEBO ROOF FRAMING 17 BEAM CONNECTION 12 BEAM SUPPORT COLUMN 7 BEAM SUPPORT COLUMN 2 BEAM SUPPORT COLUMN 55.4 SCALE: 3/4"=1'-0" 55 4 SCALE: 3/4"=1'-0" 55.4 SCALE: 1"=1'-0" s•mmm6a cJrJ SCALE: I"=1'-0" CJ5 4 SCALE: I"=1'-0" s.mmm2 u 2x6 (CANT) OUTRIGGERS is 48" o.c. N w/ (3) Ibd s EA. FRAMING MEMBER } 2x6 RAFTERS m 24" os. (TYP) I1/s PLYWOOD SHEATHING 6" MIN. CENTER BUCKET T-1-11 SHEATHING UNDER COLUMN --¢� O (BELOW PER ARCH) PLAN VIEW - - BEAM WIDTH +�/a" (TYP) TS COLUMN PER PLAN BEAM WOOD BEAM PER PLAN +1/g" SOLID BEARING WEDGE Q BEAM RAFTER UNDER BEAMS ,I/, 812" PER PLAN V2 I � ` 24 F S 55.4 (TYP TOP FE s/s"x(BEAM WIDTH + I") - _ W _ e I fe 5/Sx(BM WIDTH .I") 4JCS 9 ) SIDE FE's 1/4" EA. SIDE I" RETURN 3 G5 4:8 I o OF BEAM w/ C4) 3/a"m fe 1/4x8x1'-2" EA 3/16 ON INSIDE w"m ABV I o SIDE OF BEAM w/ / RIDGE A301 MACHINE BOLTS = TYP P I/4x8x0'-10" EA. BENT B 5/16x5" w/ (HEIGHT=DEEPEST BEAM) 3/4"t A301I SIDE OF BEAM w/ FJ `S (2) 3/4"m A301 MACHINE '�' 3/16 MACH NE BOLTS I p PIER FOOTINGS PER 16 BOLTS d 3/a"mx6" LAG _ Il" (TYP) (2) 3/4"m A301 cV CMM1 O 54J ' BOLT (EACH SIDE) BEAMS PER PLAN - 2=pry - i- - - — I" RETURN 3/16 MACHINE BOLTS _ TYP 3/16 ON INSIDE IE 5/8x(BM WIDTH +1") _ _ 1 I SHEET TITLE. _ BEAM BUCKET PER = 3/16 - 1 - - - - - - - - - — c0 I�" (TYP) DETAIL 12/55.4 - cv TS COLUMN PER PLAN 23 TYP 22 TYP OPENING = LARGER BEAM 1 I/2 11„ I I/2 STEEL DETAILS M TIGHT 55.4 55.4 SMALLER WIDTIH BEAM II �� END VIEW SIDE VIEW COLUMN OVER COLUMN PER PLAN BOTTOM fe's 5/s"x(BEAM WIDTH + 1") - SUPPORT BEAMS (TYP) CENTER BUCKET DRAWN BY: SHEET: END VIEW SIDE VIEW END VIEW SIDE VIEW 21 GAZEBO ROOF FRAMING 16 BEAM CONNECTION 11 BEAM BUCKET CONNECTION 6 BEAM SUPPORT COLUMN 1 BEAM SUPPORT COLUMN P140601 55 .4 DATE: 55.4 SCALE: 1/4"=1'-0" e G SCALE: 1/2"=1'-0" 55 4 SCALE: 3/4"=I'-0" 55.4 SCALE: I"=1'-0" s.oml6 cJtJ 4 SCALE: I"=1'-0" s-mmmi 7/11/14 2x STUD WALL 16d a 6" oc. (UN.O.) 2x STUD WALL GYPGRETE PER PLAN LAYERS OF GYP, BOARD I1/z" x JOIST DEPTH APA PER ARCH. WALL ASSEMBLY m kn PERFORMANCE RATED IOd a 6" O.G. W n en RIM 50ARD B OCKING 16d 6 oz. R L m a 48" oz. w/ 0210 HANGER 4x12 02 DFL BEAM o m 00 WALL SHEATHING FLOOR SHEATHING ,•-�kn 2x6 BRACING o n r ° 2x6 BRACING °o O 2x STAIR STRINGERS SECTION ALA V 2 ,0 a� e rn vn BRACING 48" oz. EDGE NAILING FLOOR JOIST–/ SIMPSON HUC45 HANGER w/ MANUF. TRUSS PER PLAN SIMPSON C516x32 STRAP w/ PER PLAN w/ 2x6 (12) SDS1gx6" SCREWS (22) Sd NAILS, CENTERED ON BACKER BLOCK THROUGH SHEETROCK INTO DBL. TOP PLATE a EA. STUD DOUBLE TOP PLATE EA, SIDE 4 ATTACH BEAM (BOTH SIDES) TOGETHER w/ CIO) 10d 51/2"x18" BEAM ROOF SHEATHING •� LAYERS OF GYP. BOARD 2x6 STUDS a 16" o.c. GYPSUM BOARD UNDER ROOF � PER ARCH. WALL ASSEMBLY 13/4"x18" LVL w/ EDGE NAILING 8d a 6" o.c. INTO M SHEATHING d OVER ROOF TRUSSES O (2) 1/4"x5" LAGS a 12" oz. PER ARCH, FIRE RATING ASSEMBLY BLOCKING LAYERS OF GYP, BOARD DOUBLE TOP PLATE lj>-�-2x STUD WALL PER ARCH. WALL ASSEMBLY COLUMN PER PLAN WALL CONNECTION BEAM/WALL CONNECTION W ,o 13 (STAIR SHAFT- NON-FLOOR AREAS) 8 (STAIR SHAFT) �5 5 SCALE: I"•I'-0" 55.5 SCALE: I"=I'-O" SHEARWALL EDGE NAILING � 1 2x BLOCKING REFER TO DETAIL 15/S5.5 FOR ALTERNATE 2" 'H' STUDS e 16" oc. (4) 166 NAILS PER ARCH. WALL ASSEMBLY LAYERS OF GYP, BOARD 16d a 6" oz. (UN.O.) 2x STUD WALL O PER ARCH. WALL ASSEMBLY GYPGRETE PER PLAN LAYERS OF GYP. BOARD LAYERS OF GYP. BOARD III/2" x JOIST DEPTH APA PER ARCH. WALL ASSEMBLY PER ARCH. WALL ASSEMBLY 10d a 6" O.G. PERFORMANCE RATED 10d a 6" O.G. RIM BOARD BLOCKING GYPGRETE PER PLAN " GYPGRETE PER PLAN a 48" oz. w/ U210 HANGER FLOOR JOISTS PER FULL HEIGHT 6x10 I DFL COLUMN FLOOR SHEATHING PLAN FLOOR SHEATHING FLOOR SHEATHING PREMANUF. TRUSSES PER ROOF PLAN FLOOR JOISTS PER PLAN 2x6 BRACE a 48" o.c. HANGER PER JOIST MANUF. GYPSUM BOARD PER ARCH. FIRE RATING ASSEMBLY 4x12 "2 DFL BEAM FLOOR JOIST n. HANGER PER JOIST PER PLAN w/ 2x6 MANUF. (3) 13/4 x JOIST DEPTH LVL'a (4) 16d TOENAIL (BRACE TO TRUSS CHORD) SIMPSON HUC48 HANGER w/ BACKER BLOCK 2x12 LEDGER w/ l2J SIMPSON a 2 HOUR FIRE WALL LOCATIONS I/2"� x 5" LAGS e .0 12" 0 . (INTO 3x6 EA. SIDE OF WALL) THROUGH SHEETROCK INTO TOGETHER w/ (IH) SDS/ax6" STREWS EA. SIDE 4 ATTACH SDS'/4x6" SCREWS a AO O 16" oz. SHEARWALL EDGE NAILING(10) 10d � COLUMN 51/2"x18" BEAM 2" 'H' STUDS a 16" oz. O O PER ARCH. WALL ASSEMBLY Cy) CD LAYERS OF GYP, BOARD EDGE NAILING _ CNI 00 W/ r PER ARCH. WALL ASSEMBLY 13j4"AB" LVL(2) 1/4"x5" VL(2) 1/a"x5" LAGS a 12" oz. GYPSUM BOARD PER ARCH. PLYWOOD SHEARWALL PER PLAN (WHERE REQUIRED) DOUBLE TOP PLATE FIRE RATING ASSEMBLY 0) (D LAYERS OF GYP, BOARDcy) LO PER ARCH. WALL ASSEMBLY 2x STUD WALL O O BEAM/WALL CONNECTION FLOOR/WALL CONNECTION 2 HOUR WALL/ROOF INTERSECTION '� `( `x 12 (STAIR SHAFT 7 (STAIR SHAFT) 4 CD � o co 55.5 LL SCALE: I"•I'-0" CJ GJ SCALE: Pal'-0" GJ GJ SCALE: 3/4"=1'-0" /W C C 'vi W C) I TYP 555 5 5 TYP a NON-FLOOR 555 555 SIM u5 - AREAS w L W 'IT 4x12 ' 2 DFL BEAM FLOOR SHEATHING 2x STUD WALL (1) N Ibd a 6" oz. (UN.O.) V 0 O SMP50N LSSU210 HANGER 0 ~ LAYERS OF GYP. BOARD L O Gti Cv GYPGRETE PER PLAN PER ARCH. WALL ASSEMBLY Al 0 A J1 10 FLOOR SHEATHING �L 2x STRINGER SPACING PER TABLE 9 10 11 55 11 v (� S55 c, 555 555 555 E O 1 I I 13 (u <'-� c0 S J- S J- 555 Q M U) FLOOR SHEATHING / 11 SIM 10d a 6" O.G. FLOOR JOISTS PER PLAN 555 :: m (0 Fmt x m 0 51/2"xl8" BEAM FLOOR JOIST SJI II'/e" SSI 32Me JOIST a 24" oz,. (/ry �'A PER PLAN EDGE NAILING SMPSON LSSU20 HANGER 5-5 4x12 02 DFL FLOOR SHEATHING 13/4"XIS" LVL w/ 3/4" GDX PLYWOOD (40/20) 7 8 12 7 (2) 1/4"x5` LAGS a 12" oz, DOUBLE TOP PLATE 4x12 • 2 DFL BEAM COLUMNS w/ 10d NAILS a "oz. AT 555 TYP $55 555 555 SIM JOIST HANGER PER MANUF. C2 = (3) 2x602 DFL DIAPHRAGM BOUNDRY AND G3 • 6x601 DFL SUPPORTED PANEL EDGES, LAYERS OF GYP. BOARD 2x STUD WALL REVISIONS: "FLOOR JOISTS PER PLAN G4 = 6x8 01 DFL 12"oc. IN FIELD (UNBLOCKED) PER ARCH. WALL ASSEMBLY STRINGERS CONNECTIONTYPICAL STAIR FRAMING FLOOR/WALL CONNECTION 11 (STAIR SHAFT) 6 3 (BARRIER SHAFT) CJ. 5.5 SCALE: I"•I'-0" 55.5 SCALE: 1/4"•I'-0" 55.5 SCALE: I"=1'-0" PERPENDICULAR CONDITION PARALLEL CONDITION 16d a 6" o.c. (UN.O.) 2x STUD WALL 2x6 STUDS a 16" o.c. LAYERS OF GYP. BOARD LAYERS OF GYP. BOARD PER ARCH. WALL ASSEMBLY PER ARCH. WALL ASSEMBLY WALL SHEATHING PER PLAN GYPGRETE PER PLAN 10d a 6" O.G. 2x STRINGER SPACING PER TABLE EDGE NAILING PER FLOOR SHEATHING FLOOR JOISTS PER 16d a 6 o.C. I/ ORIGINAL DRAWING �� GYPGRETE PER PLAN SCHEDULE 5 z x18 BEAM STAMPED BY PLAN FLOOR SHEATHING a FIRE BARRIERS LOCATIONS 2x12 02 DFL TREAD 2x6 BRACING DANIEL S. GREEN. P.E. 2x6 BRACING OREGON *e 18520 DATE: 1/11/14 SECTION A—A SHEARWALL EDGE NAILING BRACING a 48" o.c. 6" MIN. THROAT 8d a 6" o.=. INTO PROJECT TITLE: FLOOR JOIST EDGE NAILING 3/4" PLYWOOD RISER (DO NOT OVER-GUT) BLOCKING I PER PLAN GYPSUM BOARD UNDER ROOF GYPSUM BOARD UNDER ROOF (4) 16d NAILS ROOF SHEATHING HANGER PER JOIST SHEATHING 4 OVER ROOF TRUSSES SHEATHING 4 OVER ROOF TRUSSES/ FLOOR PERP HOISTS MANUF. 2x BLOCKING PER ARCH, FIRE RATING ASSEMBLY PER ARCH. FIRE RATING ASSEMBLY p� 2x12 LEDGER w/ (2) SIMPSON I�/a" x JOIST DEPTH APA DOUBLE TOP PLATE STRINGER SPAN STRINGER SPACING HANGER PER JOIST MANUF. NCE RATED O SDS/4x6" SCREWS a 16" oz. PERFORM4" oz, RIM OARAD BLOCKING 6" oz. 3/4"xIS" LVL w/ l2) /a"x5" a 48" oz. w/ 0210 HANGER A 8'-0" 12" o.c. a EDGE NAILING PER �4 2x STUD WALL LAGS 12" oz. SCHEDULE LAYERS OF GYP. BOARD-- LAYERS OF GYP. BOARD WALL SHEATHING PER PLAN PER ARCH. WALL ASSEMBLY NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR RISE AND RUN INFORMATION. 1 1 PER ARCH. WALL ASSEMBLY 2x6 STUDS a 16" oz. FLOOR/WALL CONNECTION STAIR STRINGERS WALL/FLOOR CONNECTION 15 (ALTERNATE - STAIR SHAFT) 1 (STAIR SHAFT) 2 (FIRE BARRIER) 55.5 SCALE: I".I'-0" 55 5 SCALE: I"=I'-0" 55,5 SCALE: I".I'-0" U Q PERPENDICULAR CONDITION PARALLEL CONDITION [u�j 2x10 RIDGE BOARD ROOF SHEATHING 2x STRINGER SPACING PER TABLE 2x6 STUDS a 16" oz. +� A35 CLIP e LAYERS OF GYP. BOARD WALL SHEATHING EACH TRUSS 2x10 RAFTERS e 24" oc. PER ARCH. WALL ASSEMBLY PER PLAN O w/ L55U210 HANGERS EDGE NAILING PER l� SCHEDULE n O REQ'D TO GYPGRETE PER PLAN p AVOID A35 CLIPS 3/4" PLYWOOD RISER 13/4 x JOIST DEPTH � 5 A35 CLIPS a 20" oz;. FLOOR SHEATHING LvL a 2 HOUR FIRE 2x12 •2 DFL TREAD WALL LOCATIONS CA a 2x6 BRACE a 48" o.c. - i( PREMANUF. TRUSSES GYPSUM BOARD PER ARCH. FIRE RATING ASSEMBLY W 2x BLOCKING BETWEEN P.T. 2x4 PLATE w/ PER ROOF PLAN RAFTERS 0.145"m 'POWDER' (4) 166 TOENAIL (BRACE TO TRUSS CHORD) (/2110 x 5" LAGS a 12" oz. (INTO 3x6 EA. SIDE OF WALL) con ACTUATED NAILS EDGE NAILING a 6" oz. INTO GOVT. z o N O CO Ln M tn SLAB-ON-GRADE PER PLAN 2x6 STUDS a 16" o.c. SHEARWALL EDGE NAILINGI I L I F+i WALL SHEATHING FLOOR JOISTS PER PLAN III/z" x JOIST DEPTH APA PERFORMANCE RATED SHEET TITLE: 2x6 a 16" o.c. 4 n a n RIM BOARD BLOCKING FIREWALLS SI1C1 STUD WALL o 4 a a 48" o.c. w/ U210 HANGER o c. PLYWOOD SHEARWALL PER PLAN (WHERE REQUIRED) STAIR DETAILS MANUF. TRUSSES a 24" GYPSUM BOARD PER ARCH. FIRE RATING ASSEMBLY 2" STUDS a16" EDGE PER PERR ARCH. WALL ASS5S EMBLY SCHEDULE 2x10 LEDGER w/ (2) ROWS 16d a 6" o.c. LAYERS OF GYP. BOARD WALL SHEATHING DAWN BY: SHEET: GIRDER TRUSSES NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR RISE AND RUN INFORMATION. PER ARCH. WALL ASSEMBLY PER PLAN JA WN 2x6 STUDS a I6" oL. PROJECT k: STICK FRAMED ROOF DETAILSTAIR STRINGER ATTACHMENT 2 HOUR WALL/ROOF INTERSECTION WALL/FLOOR CONNECTION 140601 S5 .5 14 9 5 (FIRE BARRIER) 1 (2 HOUR FIRE WALL) OAT 55.5 SCALE: 3/8"O'-0" 55.5 SCALE: I"=1'-0" CJ5 5 SCALE: 3/4".1'-0" 55.5 SCALE: I".1'-0" 1 7/11/14