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Plans (709) BU P2005 -00645 FANNO CREEK BUS . PARK ( HORNEL) 14775 SW 74T" AVE May 12, 2006 CITY OF TIGARD Hornet,LLC OREGON Gale Nelson PO BOX 159 Aurora, OR 97002 RE: HORMEL BUILDING—NEW BUILDING REVIEW Project Information Building Permit: BUP2005-00645 Occupancy Type: S 1 -B Tenant Name: Homel Building Construction Type: V-B- Sprinidered Address: 14775 SW 74th Occupant Load: 29 Area: 6,523 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code(OSSC)2004 edition, and 2004 Oregon Fire Code as amended by TVF&R. The submitted plans are approved subject to the following conditions. 1. Special inspection is required for Structural Welding,reinforcement placement,High-strength bolting and moment-resting steel frame etc.. The special inspection agency shall furnish inspection reports to the Engineer of Record,the General contractor, and the City of Tigard Building Division(attn. Hap Watkins). All discrepancies shall be brought to the attention of the general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was,to the best of the inspector's knowledge, is in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC 2. All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 1008.1.8 OSSC 3. In combustible construction, fireblocking shall be installed to cut off concealed draft openings(both vertical and horizontal)and shall form an effective barrier between floors, between a top story and a roof or attic space. Fireblocking shall be installed in the locations specified in Sections 717.2.2 through 717.2.7. OSSC 717.2 4. Live Loads Posted: The live loads for which each floor has been designed to exceed 50 psf shall be conspicuously posted by the owner in that part of each story in which they apply, using durable metal signs, and it shall be unlawful to remove or deface such notices. The occupant of the building shall be responsible for keeping the actual load below the allowable limits. 1603.3 OSSC 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 5. Safety glazing including but not limited to: the following locations: Each unit of glazing shall be permanently identified by the manufacturer. Sec. 2406. Some of these locations are as follows: a. Glazing in ingress and means of egress doors. b. Glazing in storm doors. c. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24" arc of the door in a closed position and whose bottom edge is less than 60" above the floor or walking surface except when there is an intervening wall or other permanent barrier between the door and the glazing. 6.Deferred submittals such as Truss Joist Shop Drawings,TJI floor joist,Acoustical ceiling suspension system, Fire stopping, Intercom system, Specialty retaining walls, etc,will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred.The minimum fee shall be $200.00.This fee is in addition to the project plan review fee based on the total project value. OAR 918-050-0150 Deferred Items: None listed `Documents for deferred submittal items shall be submitted to the resistant design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been renewed and been found to be in general conformance to the design of the building.The deferred submittal items shall not be installed until the design and submittal documents have been gipry ed I y the building of iciaL Oregon Structural Specia4 Code Section 1063.42" NOT PART OF THIS REVIEW: • Electrical, Fire Sprinklers, Fire Alarms, Mechanical System, Site,& Plumbing American with Disabilities Act(ADA): It shall be the responsibility of the Architect,Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.3.1 OSSC Certificate of Occupancy:No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 110.1 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard,Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Val Henzel, Senior Plans Examiner JAN, 3, 2006 8: 50AM BMGP NO, 2630 P. 2 i wooislo0111.1°11.°11.1.41111111•1•Iftm Insurance Bulletin 18 , BNA METAL ;BUILDING MANUFACTURERS ASSOCIATION Fire Resistance Ratings for Exterior Walls UL Tested and Classified For 1-and 2-Hours IvIRMA has developed fire resistance ratings 0 v .based on fire tests of columns, roofs and exterior walls conducted at Underwriters Laboratories, Inc. (UL). The exterior wall ratings in MBMA Bulletin No. 16, which are based on UL Design Nos. U489 ---=-r-----=- ...- and U425, were adapted for use in MBMA buildings HORIZONTAL mier CO 0 where fire resistance ratings were needed. It became apparent that a special gypsum p .,wallboard fire protection framing design was needed to take advantage of the existing components used in a 'metal buildings. Although the previous UL exterior wall listings for metal building systems arc still technically acceptable,this new assembly reduces the extra cost of labor and materials required to build 11. those assemblies. The MBMA fire tests of exterior walls in '1997 resulted in a new UL Design,No.V421,which 0 [ provides I and 2-hour fire resistance ratings for exterior walls in metal buildings. The ratings are for unsymmetrical walls that require ratings from both sides. The thickness and number of the layers of Type X gypsum wallboard are specified for each 'rating. VERTICAL For exterior walls that are more than 5 feet Design No.V421 Non-Loading Bearing Wall / ;from a property Y line, some building& codes only hating-1 and 2 fir. /i :require a fire resistance rating from the inside. This permits all the gypsum wallboard to be located on the 3. Steel Wall Panels - Minimum No. 26 MSG, interior face of'the wall, and is shown in the Table minirrami 16 in. wide coated steel panels. Panel following Item 6. joints offset 6 in. from gypsum sheathing joints. If one layer of exterior wallboard is used, panels '1. Girts - "Z" or "C" shaped girts, 0.056 to 0.120 are fastened to the horizontal gins with 1-1/2 in. ' in. thick steel, 6 to 12 in. deep, with 2 to 4 in. long (min.)No. 12-14 self-cling screws 12 in. wide flanges_ Girts placed horizontally (with O.C. If two layers of exterior wallboard are ' flanges up or down) and spaced maximum 48 in. used, panels are fastened to the horizontal girts O.C. Girts are secured to columns with girt clips, with 2 in. long (min.) No. 12-14 self-drilling Item 2, or bolted to the column through the girt screws 12 iii. O.C. Vertical raised rib profiles of flange. adjacent panels are overlapped approximately 3 in. and attached to each other with 7/8 in. long 2. Girt Clips-(Optional,not shown)-Steel clips (min.) 1/4-14 self-drilling screws (stitch screws) secured to column by welds or bolts. 24 in.O.C.(max.)along the lap. Continued on back JAN. 3. 2066 8: E lAM BMGP NO. 263C P. 3 attached to girts using 1-5/8 in. long (min.) self- 3a. Steel Siding or Brick - (optional, not shown) drilling bugle-head sheet steel type drywall For Fire Resistance Ratings from inside wall screws spaced 8 in. O.C. horizontally. The only, steel siding or brick veneer meeting the horizontal or vertical joints of the wallboard arc requirements of local code agencies may be offset 24 in. if 2 successive layers are applied in installed over additional furring channels (not the same orientation. shown), Item 4, on exterior of wall in place of steel wall panels. Brick veneer attached to Fire Resistance from Both Sides of Wall furring channels with corrugated metal wall ties Rating Layers 518 in. Layers 5/8 in. attached to each furring channel with steel (Hours) Gypsum Wallboard Gypsum Wallboard screws, not more than each sixth course of brick. (Item 5)on Interior (Item 6)on Exterior When a minimum 3-3/4 in. thick brick veneer Face Face facing is used, the fire resistance rating applies from either side of the wall. • 111111111 2 . 4. Furring Channels - Hat shaped, Minimum 25 MSG galvanized steel, approximately 2-5/8 in. Fire Resistance from Inside of Wall Only wide, 7/8 in deep, spaced 24 in. O.C. Rating • Layers 1/2 in. Layers 5/8 in. perpendicular to girls. Channels are secured to (Hours) Gypsum Wallboard Gypsum Wallboard ' each girt with 3/8 in. (mitt)long self-drilling pan (Item 5)on Interior (Item 6)on Exterior head sheet steel type screws. Two screws are Face Face used at each fastening location, one through each leg of the furring channel. _ _ 1 3 0 2 4 0 5. Wallboard, Gypsum* - See table under It 6 See Wallboard, Gypsum (CI(NX) category for for number of layers on interior face of wall. names of mmimfacturers. Any 5/8 in. thick gypsum wallboard bearing the UL Classification Mark for Fire Resistance. 7. Column Protection - (not shown) - Horizontal Applied horizontally or vertically. First layer wall girls, Item 1, are attached to vertical attached to furring channels, Item 4, using 1 in. structural steel columns. See Column Design long Type S bugle head drywall screws spaced No.X524 for protection of colum ns, 24 in. O.C. vertically and horizontally. Second layer attached to furring channels using 1-5/8 in 8. Bath and Blankets* (optional, not shown) long Type S bugle head drywall screws spaced Glass Fiber Batts placed in the cavities of 12 in_ O.C. vertically and 24 in. O.C. exterior walls. See Batts and Blankets(BZJZ) horizontally. Third layer,when used,attached to category for names of manufacturers. furring channels using Type S bugle head drywall screws spaced 12 in. O.C. vertically and 9. Joint Tape and Compound - (optional, not 24 in. O.C. Horizontally, 1-7/8 in. long for 1/2 shown) - Vinyl or casein, dry or premixed joint in. wallboard and 2-1/4 in. long for 5/8 in. compound applied in two coats to joints and wallboard. The horizontal or vertical joints of screw heads of face layer of gypsum wallboard. the wallboard are offset 24 in.when 2 successive Paper or glass fiber tape embedded in first layer layers are applied in the same orientation. See of compound over all joints. Wallboard, Gypsum (OM) category for names of manufacturers. *Bearing the UL Classification Marking 6. Wallboard,Gypsum* - See following table for number of layers on exterior face of wall. Any exterior grade 5/8 in. thick gypsum wallboard or gypsum sheathing beating the UM Classification Mark for Fire Resistance. Applied horizontally or vertically. First layer attached to girts,Item 1, using 1-1/4 in. long (min.) self-drilling bugle- head sheet steel type drywall screws spaced 8 in. O.C. horizontally. Second layer, when used, METAL BUILDING MANUFACTURERS ASSOCIATION • 1300 SUMNER AVE.,CLEVELAND,OH 44115-2851 • (216)241-7333 • FAX(216)241-0105 E-MAIL mbmaambma.00m - INTERNET;httpJ/www.mbma.com 05--634-9 7/f7,,5- 4-2 z z '.e,o,�wiN ►h JEYKS • a- 0 CTS 3` b3 3)- A W 0 MEZZANINE Ea -2 110 BEAM cn7 cu C Z W - W PIES 3,X ., � W MEZZ. BEAM CONNECTION ti �r ' /0 /r ,/ • ORM! ,1/4t v 3 7139 MEZZANINE '9!ti/4 Q BEAM FM LEttv'- Expires 12/31/c41 Got.. _3 nA 32 5 E,.S1. MEZZ. BEAM CONNECTION • GENERAL NOTES: size wgt. Efreative s BUILDING INFORMATION I. PRODUCT GERTIFIGATONS ZEE SECTION Is APPROVED FABRICATOR OF PREFABRICATED BUILDINGS aF COMPONENTS. REF.IGBO REPORT N0,FA-405 PROPERTIES D B t 9 w R �� Foot I. S.. JOB NUMBER: 05-63481 I2. MATERIALS SPECIFICATION ASTM DESIGNATION YIELD STRENGTH In. 1n. In. If D . In. In.' Lb. In.' In.' d i- 0 DEALER: Oregon Pacific Gonstruation O. N } 0 I FLAT BAR A-5281 FY=50 KSI MIN 10 5.25 .105 1.021 50.00 9/16 1890 6.451 28546 5.046 0 1 In in STEEL PLATE A-510 FY=50 K51 MIN :015 0.970 50.00 5/16 1.550 4594 14355 3305 PROJECT: HernclI LLG ■ Q 0 HOT-ROLLED MILL SHAPES A-81812 FY=50 K51 MIN 9 r- } V CONN.PLATES A-529 FY=50 KSI MIN 9.0 225 .105 1.021 5000 3/I6 1575 5959 18.156 4.055 BRACE RODS A-36 FY=55 56 K51 MIN LOCATION: Tigard,Oregon uj m uj 040 0.996 50:00 5/16 1950 4,x544 15.625 5.472 W m GOLD-FORMED LIGHT GAGE SHAPES A-5'10 FY=55 KSI .075 0.970 50.00 5/16 1.125 5828 13.070 2856 ROOF AND WALL SHEETING(R PANEL) A-"112-814 FY=50 KSI(GRADE E) D .060 0.944 50.00 9/16 OA00 5.062 10.454 2.055 DESCRIPTION: 80 X 48 X 22.5 SLOPE:1.0:12 Q Q 0 L _ ROOF SHEETING(STANDING SEAM) A-446-76 FY=50 K51(GRADE D) ILL BOLTS A-525N 5 w 8D 2.75 .105 1.021 50.00 5/16 1575 5354 15381 3802 l� .,090 0.996 50.00 3n6 1350 4544 19..201 5.074 LOADING INFORMATION 5. PRIMARY STRUCTURAL PAINT x075 0.970 5000 3/16 1.125 5.626 11.044 2.453 ENAMEL: RED I.�; .060 0.994 50.00 5n6 0.900 3:062 8.654 1861 BLDG. CO DE: IBC 03 „ i 4. SECONDARY STRUCTURAL COATING 6.0 2.50 .060 0.994 50.00 9/16 0.720 2.450 4.020 1255 CLOSED/OPEN: Closed FORMED FROM GALVANIZED PRODUCTS(660) EXPOSURE: C o' ln to 5. BUILDER/CONTRACTOR OR A/E FIRM RESPONSIBILITIES PACIFIC BUILDING SYSTEMS STANDARD PRODUCT SPECIFICATIONS FOR DESIGN,FABRICATION, GEE SECTION Size wgt. Effective s WIND IMPORTANCE: 1.30 j}y'�1 ° ' ' ' i%i S%i;%%% I R QUALITY CRITERIA,STANDARDS AND TOLERANCE-5 SHALL GOVERN THE WORK,UNLESS STIPULATED t G, w R AreC 5° t d J j DIVISION j:•. �.•, ►❖, Li su D B Foot 1. SEISMIC ZONE/GATAbORY :i :ii ►••�OTHERWISE IN THE CONTRACT DOCUMENTS. PROPERTIES ►•••,in. in. In. In. D In. In. Lb. In. In.'IN CASE OF DICRPANCIS BETWEN PACIFIC BUILDING SYSTEMS STRUCTURAL PLANS AND PLANS 9' /•�FOR OTHER TRADES THE PAGFIG BUILDING SYSTEMS PLANS SHALL GOVRN. 10 5.25 .105 1.16 90.00 5/16 10 6.41 28.100 5.452 /•••�! IORTAE: 1.00 ►•i•IT 15 THE RSPONSIBILITY OF THE BUILDER/GONTRAGTOR TO OBTAIN APPROPRIATE APPROVALS AND .075 109 9D 00 9/16 1350 454 20.083 35'14 , ►••t kn NECESSARY PERMITS FROM CITY,COUNTY,STATE,OR FEDERAL AGENCIES,AS REQUIRED, '� 9.0 2.25 .105 1.166 90.00 5/16 1.515 5954 11.161 5.947 SEISMIC GOEFF.: 1.140 (CA FOR UBG SSxFA FOR IBC) r 090 1.150 9000 5/16 1350 4594 15305 5.401 :-w-� v-. 1_I- APPROVAL OF PACIFIC BUILDING SYSTEMS DRAWINGS CONSTITUTES THE BUILDER/CONTRACTOR OR A/E FIRM t D DEAD LOAD: 2 PSF + WT ♦••••••••♦ .075 1.093 9000 5/16 1.125 5828 12820 2800 �••�•.•.�.•.•.•4•••1 - 1-Z ACCEPTANCE OF THE PACIFIC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT. 060 1057 90.00 5/16 0.900 5.065 10.267 2.034 LIVE LOAD: 20 PSF '••� ►••I Q ' •••� ►•••1 ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SYSTEMS APPROVAL 8.0 2.75 .105 I.Ibb 90:00 5/16 1375 5.359 14.466 5.747 ROOF SNOW LOAD: 25 PSF �� -I__I.PACKAGE,CHANGES FROM THE CONTRACT BY THE BUILDER WILL BE BILLED TO THE BUILDER/ ,040 1.190 90.00 5/16 1950 4544 12.922 5.227 CONTRACTOR FOR MATERIAL,ENGINEERING,AND HANDLING FEES.SUCH CHANGES MAY CAUSE THE 14-12-4A 075 1.093 90.00 3/16 1.125 5.828 10850 2365 COLLATERAL LOAD: 5 PSF �� ►�•i ((�� } PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE.A PENALTY FEE MAY 060 1.057 90 00 9/Ib 0.900 3063 8528 i X154 QQi 43-� BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE, WIND LOAD: 100 MPH (PSF< �•�•�•�•�•�•�•�•••••••�� O AS LONG AS PACIFIC BUILDING SYSTEMS DESIGN AND DETAILING APPROACH COMPLIES WITH THE 6.0 2.50 .060 1.057 90.00 5/16 0.720 2.450 5.904 1.204 n5O) •�•�•�•�•ttt•�•.•�•�•�* v CONTRACT. II- THE BUILDER/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION 56"COVERAGE SHEETING TYPE AND COLOR ��j��j�j�j��j�j� - ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNI_,HCD BY PACIFIC BUILDING '❖��,•.: v SYSTEMS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. 12" ROOF: ViGLOG 324 Panels ►•••� ►•••� THESE PACIFIC BUILDING SYSTEMS ASSUMPTIONS SHALL GOVERN UNLESS SPECIFIC DESIGN CRITERIA '1 j • ►••�� ►•••� < • 24 6a , " •• •• x CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE CONTRACT. White ( jnar Finish) = ►•••� ►•••� (L .. ►01:01441144114*,'• • ••'� _ THE BUILDER/CONTRACTOR 15 RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND ,41:0,4141•• LL SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. NOTE: MINOR RIBS NOT SHOWN `- WALL: PR Panels - r = ' •��•��•��• SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS 26 Go �_ . BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC BUILDING SYSTEMS OR ITS - t �� n. DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CON- THK, viT, Lin' S=In' Ixln' Sxin' Ivory ,�� 1�.. STRUGTION PROJECT.THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM 26 GAGE PANEL TYPE IN. PSF Positive Bending Negative E.ndkI SOFFIT: PR Panels C4 ,�� 8 FURNISHED SY PACIFIC BUILDING SYSTEMS IN COMPLIANCE WITH ALL REQUIREMENTS OF THE CONTRACT. R PANEL ,. 7138 G SUPER-SPAN .0198 OAS .0520 .0505 .0425 .0795 26 Gage 7 n THE BUILDER/CONTRACTOR 15 RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL SECTION F - , OZOb 1.02 0622 .0b54 .0510 .0824 Ivory "'- BUILDING COMPONENTS IN ACCORDANCE WITH PACIFIC BUILDING SYSTEMS FOR CONSTRUCTION" PROPERTIES HI-RIB II .0198 O.qb .0425 •0408 .0985 .04'54 �j w DRAWINGS.TEMPORARY SUPPORTS OR SRACIN5 REQUIRED FOR THE BUILDING ERECTION WILL BE THE - TRIMCOLOR /�� RESPONSIBILITY OF THE ERECTOR TO DETERMINE,FURNISH,AND INSTALL. �� r t A-525N BOLT TIGHTENING REQUIREMENTS 24" GABLE TRIM: Kelly &room -A ,� /L, t ri TURN-OF-NUT TIGHTENING MAY BE USED. WITH TURN-OF-NUT TIGHTENING,HARDENED WASHERS ARE NOT SAVE TRIM: Kelly bream G �� V }~ REQUIRED.BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG-TIGHT V I CLOG 324 y !.� L Y i g,1 Q► 11F-;0 <,. CONDITION."SNUG TIGHT"IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE GUTTER TRIM: Kell bream STANDING SEAM CORNER TRIM: Ivory • L Nth o IN FIRM CONTACT.THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE TIGHTENING - V r A PERSON CAN ACHIEVE WITH FULL STRENGTH WITH AN ORDINARY SPUD WRENCH.SNUG TIGHTENING SHALL SECTION m JAMB TRIM: Kelly Green PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES,AND PROPERTIES DOWNSPOUT: Ivory Expires 1�1/0� < tu L ell Ili< THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTENED IN A SIMILAR SYSTEMATIC MANNER AS 1)- W Z S- NECESSARY UNTIL ALL BOLTS ARE SIMJLTANEOUSLY SNUG TIGHT AND THE CONNECTION SHALL BE 9 TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN TABLE BELOW.DURING THE W INSULATION w v e,.,9 TIGHTENING OPERATION THERE SHALL SE NO ROTATION OF THE PART NOT TURNED SY THE RENCH. TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE O z EDGES. TABLE -NUT ROTATION FROM SNUG-TIGHT CONDITION Panel Gauge Pt. ixin. Sxin. Ixin. Sxin. ROOF: By Others > Z o e DISPOSITION OF OUTER FACE OF BOLTED PARTS M. Psr P05tive Bending Negative Bending WALLS: By Others ig BOLT LENGTH BOTH FACES ONE FACE NORMAL.TO BOLT AXIS AND BOTH FACES SLOPED NOT MORE THAN 24 Steel 0.024 1321 0.229 0.086 0.248 0.126 O Z C Pd ill.}.) (UNDERSIDE OF HEAP NORMAL TO OT eR SLOPED NOT MORE THAN 1.20 1:20 FROM NORMAL TO THE BOLT AXIS 22 Stool 0,030 1.650 0324 0.124 0316 0.156 FACTORY LOCATED FRAMED OPENINGS ° Z TO EDGE OF BOLT) BOLT AXIS (BEVELED WASHER NOT USED) ($EVELED WASHER NOT USED) n L �► e�Q t U°TO AND INCLUDING 4 1/5 TURN 1/2 TURN 2/3 TURN _ 01 Q ri L .2 e w O E, DIAMETERS 2 OVER 4 DIAMETERS BUT NOT 1/2 TURN 2/5 TURN 5/b TURN LEFT ENDWALL: ( 1) 12 W x 14 H P n S~< , EXCEEDING B DIAMETERS ligg51 (2) 5 W x 4 H Windows By Others 2 , w FOR BOLTS INSTALLED BY 1/2 TURN AND LESS,THE TOLERANCE SHALL BE PLUS OR MINUS 30 DEGREES. ( I) 12 W x 20 H Storefront By Others a. H Q FOR BOLTS INSTALLED SY 2/5 TURN AND MORE,THE TOLERANCE SHALL BE PLUS OR MINUS 45 DEGREES. w t 6.A-325N BOLT TIGHTENING METHOD 4 INSPECTION-(OPTIONAL) FRONT SIDEWALL:none Q ■ TIGHTENING METHOD: -HOW TO TIGHTENED(CONT.) -CLI UNDER THE BOLT HEAD- (SPINNING CAN WEAR DOWN THE SUMPS). RIGHT ENDWALL: ( 1) 10 W x 8 H TURN THE NUT TO TIGHTEN -TIGHTEN THE NUT UNTIL THE 6AP 15 REDUCED TO 0.015 HOW TO ASSEMBLE: INCH. Et) (2) 5 W x 4 H Windows By Others Q -IT IS IMPORTANT THAT THE BOLTS AND NUTS ARE CLEAN Q CLI UNDER THE BOLT HS:,D;WITH AND LUBRICATED AS THEY WILL BE MUCH EASIER AND f SUMPS FACING THE UNDERSIDE OF THE BACK 51DEWALL:(4) 5 W x 4 H Windows By Others BOLT HEAD QUICKER TO TIGHTEN. HOW TO INSPECT -• -USE A 0.015 INCH FEELER GAGE AS A"NO GO"INSPECTION JUL I 5 2005 ACCESSORIES �,- TOOL. MAKE SURE THAT YOU TRY TO INSERT THE POINTED v- NOSE OF THE&AGE INTO THE OPENING BETWEEN ANY TWO a .O 1/2" ADJACENT,FLATTENED BUMPS. IF THE GAGE DOES NOT - INCLUDES 10 Tl JOISTS OISTS It?I O . d 22 go I I/2 5-DECK FOR A d ENTER THIS OPENING-BUT YOU CAN SEE THAT THERE IS A Pahl{IC 125 psf LIVE LOAD MEZZANINE. TOP OF FINISHED FLOOR® MEZZ. IS 11'-6' " \` GAP-THE INSTALLATION 15 GOOD. 0 • F • 4 PLYWOOD FLOORING IS BY OTHERS \777`�� AVERAGE GAP INSPECTION __ Co • + - 6 GABLE EXTENSION o ONE END w/SOFFIT "°'°"r""°' °T'�A"`"°°°'r - TRIM ONLY FOR(3) FIELD LOG. ENTRY DOORS(DOORS BY OTHERS) -�- AT tom ,M MI.T q}IMlIIILY°M !1014.0!MP-AMMO MTAY TT r gag ,�I.T.me MIWI INS WTI A Mk 1 �I>1 _1„.. - INCLUDES HIGH CLIPS 4 THERMAL BLOCKS G ROOF AND LONG SCREWS '"'fi --�" a� WALLS HARDENED FLAT WASHER MK Or MAx �� - SOME WINDOW OPENINGS MAY REQUIRE RE-POSITIONING 50 AS TO HOW TO TIGHTEN °N ��°hMLAr - AVOID BRACING CONFLICTS. Z" "°" °"`' `-'\ - (2) 3x1 WALK DOORS ( WALK DOORS BY OTHERS d FIELD LOCATED) O-WHEN YOU TIGHTEN THE NUT;HOLD THE MI 4..... ,THE�T BOLT WITH A HAND WRENCH 50 THE 8 is rworsm,INSTALLED. ,■' W LT HEAD CANNOT SPIN ON THE CLI • W li I \ • " 4111111■. '' v- , 0 40'-0" 401-0" vE3GA 01`.. I> -n rn rn rn rtt S. 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V■ n*: PATE: 1/6/05 Tigard,Oregon .1.337§3".....i.o,4` :::.,..' gi:±:±:±:**44 ......•::: ::,,•:: v. ..... m • : w DWG BY': MSP TITLE: ROOF FRAMING •44 •• Mp.4•;, t*4 •, ), 4 1 1■4WWW■O• •'S1 •• W 4 ,•,•,•...,.......144, DEALER:Oregon Pacific Construction •• ■•4 CHECKED BY: •••44 .44 i•.**4..","7,-.4.-s.8•4; re- ,,..-4,•.••, '4•0 -!..44444*.t% `•!.4.4M44.44.■..4•• kt•-■*-444•4144.• : ■•4 •,•4 THIS DAMNS INGLUDINS PESION PRINCIPLES,IS THE PROPERTY '0 PACIFIC BUILDING SYSTEMS PAtSE: 1 OF "I OP TRUSS-T STRUCTURES,INC.ANP SHALL NOT DE REPRODUDED, COPIED OR LOANED IN PART OR IN MOLE WITHOUT WRITTEN MANUFACTURED BY TRUSS-T STRUCTURES,INC. PERMISSION.IT IS NOT TO DE USED IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T 2100 N.PACIFIC H . WOODBURN,ORMSON.11011 PHONE 303/gal-ASS! JOB 117: 05-65441 STRUCTURES,INC. , . t5--‘34-1 4-2 Giolite-egptS 0 3)—? 2.51/i14, a E W U MEZZANINE W BEAM N- mco c 0) C Q C Z W ®M W J rr YOB 3 W In MEZZ. BEAM CONNECTION ft -# 01 Nikii t � it 3x3x 7139 rr- NIA is, �9,P4� BEAM 111111 I Expires 12/31/Z1 _3, COL. (3 'A325 In'1 MEZZ. SEAM CONNECTION _,.. MEMBER TABLE 4 MEZZANINE PLAN N I- I MARK PART \t}' lifiel ,r4 b,11P4.1 . _ 0- P-100 10G14 C"3 Arl*, '4 eY , in 0_, IL 0 to P-101 10G14 „‘ -. 0 4v-o. 0/0 MEZZANINE 0 E-I00 1X14 ... E-101 10G14 i kic ;;;) 10" CEE 10" GEE d3 ■ fil 0 MEZZANINE 0 0 In r-JOIST <1._ )- iii 111 BEAM )- / 0 0 j°15T-\- ui 3 v ui - a c o a. q , i _ a © 0 0 i _ i --) ' ' r if Cr-- . 1,i% - hi 1- . : 0 0 , E3OLT5 4 w b AlIQ 0 NI/i 1/2" X I I/4 ,•'1 •"•-•"•*• Ip, • ,•,.•:•••: t•:•••..,i:$• 0 X § 0 ' 0 0 _ COL. tt 4 t. 14 42 " MEZZANINE N Wi •• •• •• ••• ,•4 ■•4 al - ••4 M • 6 7 ur ve5 A BEAM ■.4 ,•.4 4 I- '6 oi r___.,,__., 7.•ty,•• • .fl •• • V V XI' •■•■•••■•• I,....4 )_ F _ 0 0 5 ••. ••• ..„. •, z F. 1 VI 1 5 1.1- 1 : MEZZ. BEAM CONNECTION FLOOR JOIST CONNECTION ■•4 •• ■•1 •• M — i ll °g K ® I • I-4— - 0-I 0 ■•1 4.1 ■•••1 1,11t, 'i.:.i:i.:i:i.:i:i:i:i.:■:;:Y ca a k)I § "c' 4:-!,- --■ 6 7 -PK • •••, ;,:,*,.,..., ::::: K44 •■ - #: 0 i....: .<( I b 111 IIJ ILI E --I 0 tt:*:;:i2i2i2.iti: II, Ill 1,--- MEZZANINE 4 - trl U- I BEAM IL 0 -....., N, VI I X'- I• - ■ ,,,, - ,--,-, f',.. N ; I q''I° 1. P" ,=*, C.) 6 _._,_ _ 'is 2 ss!45;11!::::......., ii 1'':,,,,,',,,,::,..„, -7,' \-0 -a, . Vr 1.11- C-5 II I II W MEZZ. BEAM NEC 4?-°---.:4:L.NE:4‘‘ N ILI t IS i 1 111:1 ; Zli E IN ::: 0 oe-i !. -0:013(H:181::! "fa :oN IV\Ttli COL. 73' k-5 ,..., M.;„ vu,OR:139ff N1)os'ciiii: •b 7 ILI ILI 01 JP ./,$, 16, e"" o ® I _ - --f-i- I Expires '12/31/0(p — 0 .740 . 0 N ,15,' t 131 tU t. 3 -,-,•§1 r- x 0 y st y jaa'Eg i 1 La 9 r;ggei 9 8 8 a_ P a Ft!igg b• 7 41 111 ITI (NI , I 1/5" Plywood Decking . 1- 1- 1 4 4 - u,-4_____ _ 11) •; - I .. . 0 V 1 — t .--- 10" Gee Floor Joist .... 14'-0' 101-0" I 1 .... .... 24'-0 240" Live Loocl = 125 psf Dead Load = 15 psf " 1- .0 11.■11 f■ Dead Load Mech. = 5 psf 0 CO C.) 0 I 1/4" Plywood Decking over 10" Gee Joists Top of Deck Elev. = 111-5" z Top of Steel Elev. = 11'-e, 1/8".± o MEZZANINE FRAMING PLAN Ix .. _ GT-I I qi ... It a R r .. 0 _ ___ 1 22'-'1" S' f 0 cP tip t11 tP rn C] y N 4.. y rn 4, q` 1 4N N r r ti o IJ N N r IP. RI x x r a X 4 - - _ _ o if 0 g 0 isH I , @ A -n m Si 3 2 < �� N ,. I 's -n X RI �,, r N X. rn N N N N rn N N b r, > N 1J TJ N IJ ill 0,0 , ', > a a I 0 I ill CT-I q'-4 3/4°t GLR,4 MEZZ. .. II'-6'T.O.MEZZ. N 3'-4° .'4° '- '-4° '-4° '4° 22'-6° 936 p 0 1 g ,..., g crin ,,„„) n '—.. I iF ; -E -‘q ,,e2. ..... t.,,, Z m 17? .4 � rn w ., T T? N D 40 \i‘ ( ki2S.......0,t,./..)Tinre A 6 aa'.p .pa►a�7oDr — \t\ ovo REVISION PATE PROD: Hornell LLG ;;i' DATE: 7/6/05 Tigard,Oregon • i+9;i;•+-i•.: 4•4 •.+•++••+•+•.•. A r+.• io•.n•+•:•∎ste + vv, 011...4 �•A th�+,1•4++ 1+++�+,•AVV.,.+i 0+! ►•+•• •••■ '•++4 DING BY: M5P TITLE: SIDEWALL FRAMING 4044 0**. ■•••■ "44 t,++,4.___ DEALER:Oregon PoGJPI Construction '+•� ►•+, ►•O4 '+•i ►Oi 9 �� -----�+•� ►+•+•------+�+� --------►�� CHECKED BY: •+•i ►•+•O+•i++•+! ►•+•+•+•+•+•Oi•.•+•Oi i•O•+•+•O+•+•+•i 1 :4:44 :".44.44 •��+.�.446 _�.�.��• THIS DRAG INCLUDING DES16N PRINCIPLES.IS THE PROPERTY 4 WIN PACIFIC BUILDING SYSTEMS PAGE: 3 OF 9 OF TRUSS-T STRUCTURES.INC..AND SHALL NOT DE REPRODUCED COPIED OR LOANED IN PART OR IN WHOLE WITHOUT WRITTEN MANUFACTURED BY TRUSS-T STRUCTURES.INC. PERMISSION.IT IS NOT TO DE USED IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T 2100 N.PACIFIC MY. WOODBURN,OREGON 419091 PHONE 503/4161-gs6I JOB ID: 05-634q STRUCTURES,INC. 1 I ii'-8°T.O.MEZZ. W-5 I/4° t CL- CT-1 I 41 (�iHr©_ _ _ _ - O 22'-r 0 1 ■ to r3 ce C` I tP c v b Rv $- --- 4,-.0"/ V) q d F c 4� G� rn— .a r rn w w u"'i w b r c cn r".". N .� ----r rn d 7-TiO oo ' o -• 9 , if Qs 1 0 x Z 0 A rn ..../ Q -A g ! t..) N g rn t: :� - r g L 0 --I-—r �' c bRP 4'-0, rn o t E - -� - - dij e 0 iii GT-I .1111 11110.41•11.0111■111.4111- 11. 22'-6° rz rn 4 , 1124, ;'? it).Vc- - (44,, _1 ty3 :,44. -c. x 0 „I. Co/ rn - Z li, zIIIIII4 nt L!i 114 dr ,C;;',,„, Cis 4.to -..., - .0,.., WWWrCPCPCPCP-0rn6 Q. X N N N N D rn -ryyryx5Ntr�A rn c1+ e e V� Jo Tay REVISION DATE '...-4.. 1/8/05 PROD: Horne I I LLG gig, DATE: Tigard,Oregon :• •••••••, 4.4 :•••;W:•••••• •••••••••••• '•••i 0.. ►•••i •••i *•�� DWG BY: MSP TITLE: SI DEWALL FRAMING iii ►••k ►•••. ►ii iii. '44 ►•i� ►•i•� I.414 i•i ,•••••••••••••4 �•� ►•: ►•4 ♦i +•i DEALER:Oregon Pacific Construction '••1 ►O� ►•O. 0•i ►••: 9 MI -..∎∎∎ ••A 14.•------•►•4: --7----.0•i CHECKED BY: �••i D•••••••••••� ►•••••••••i•••••i i i■ 'O•••i••••••••i THIS LUDINS DESISN PRINCIPLES.IS THE PROPERTY � WINS :::4 PACIFIC BUILDING 5Y5TE M5 PAGE: 4 OF 1 or TRUSS-T STRUCTURES,INC.AND SMALL NOT DE REPRODUCED, �-• . COPIED OR LOANED IN PART OR IN WHOLE PITHOUT WtITTEN MANUFACTURED SY TRUSS-T STRUCTURES,INC. PERMISSION.IT IS NOT TO DE USED IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS..? 2100 N.PACIFIC WK. WOODBURN,OREbON g1O1I PHONE SOS/qbI-41681 JOB ID: 05-63441 STRUCTURES.INC. . , . " . , . ' 2742" ...• .... 1'4" -_5',0" 5'0".Z-Er. 2" 'kr 4; w-b•T.O.MEZZ. ...• .... ..11'-4 314t CLR,,„. 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(-11 Gootpolcpo-' VV NIN rn ' U'CP ■-..-14.3 Z til -tr.41, It% .--I REVISION DATE ;•;.4 PROJ: Hornell LLC 11:44 DATE: -1/et/05 ...-"-.-.K.N., .4..x.v;v4,. 4.4.4.4.4. Tigard,Oregon •:.:.ttt•_•_..,•• V .*...*,*,*,4■44 v.*,■,,t,....4v.., •• •4 W ••• V.4 '44 1:71"16 BY: MSP TITLE: ENDYVALL FRAMING .•4 "4.4, 4.*: K•44 DEALER:Oregon Pacific Construction 0 ..4 W 4.. M A ...................,,, •••■ CHECKED BY: o.<4 ...•..".....444.. ■••••••■••..,.4." +, : r••■•■,,,,,,.4.re•:•••■ •Itt:t.:.t.:V.:t, tt4t4t4tAt..4. t*.t....4.4•St4t, '•••4 THIS DRAY4IN6 INCLUDINS PESI6N PRINCIPLES,IS THE PROPERTY 0 PACIFIC BUILDING SrSTEMS PAGE: 5 OF 1 OP TRUSS-1 STRUCTURES.INC.AND SHALL NOT BE REPRODUCED, COPIED OR LOANED IN PART OR IN mote WITHOUT WRITTEN MANUFACTURED I5Y TRUSS-T STRUCTURES,INC. PERMISSION.IT IS NOT TO ea USED IN ANY HAM*THAT MAY CONSTITUTE A DETRIMENT DIRECTLY INDIRECTLY TO TRUSS-T 2100 N.PACIFIC HWY. MOODBURN.OREGON c11011 PHONE 503/4131-40E4 JOB IP: 05-63401 STRUCTURES.INC. ' 22'-b" 1'-4" - 5'-O --5'"O" 5'"O" ,I" N CT-I Q Q� " R 4, -r-t r--r-r-cr -?j--z -- I 4 1 22'-1" '1 I 1 22'-10" 1 1 . 1 I 23'-I' 1 g Q' I m_ i H �1 D W-- �' 1 f CI N g 23'-4" ' F ' D ° 7 , 25'-'1" 1 n n 11 �, 23'-10" 1 cu ei ::A rn AQ \\\-� O 2'0"Z 4�© Q.C.J I6-5o, cD- O r I6-8 0 '-1"25 i o /T g frn 25'-4" �' 1 a-' w r-n i 4� I i -"' 6 In S� a RP r _I N °25'-'1" v I b t�a i ; 1 p" 25'-q" I c' I-I 7.---- - - TT" - - - til *j 25'-1" -n to Si < • 25'-4' > ca 4 w w a 25'-1' r w -n --- 1 _ I U �I�+C EP, t r 4'-m' rn I Z 24'-T I W rn I (J,) 24'-4" r rn 24'-1" i - �� 1 ' ® 23'-l0" I q` q 0 1 23'-1" q O 0 1 H?:1 J ' I 23'-4" e S --- 1- + N g O U 23'-I" ! " Q I I 22'-10' i I 22'-1" I R I v �∎ I " GT-I 11'-8"T.O.MEZZ.r, Nr T-4" 5'-O" 5'-O" 5'-O" 2" ..Pi 4)/ J")....cor...... '-gn-tig iw>Ar-1 rn $r6 006,4, 4 ffi--IA w o : � � C J,. :, .'I,:°C '1, gyp; ,g. Z -1 r- co s� ^v A .4:' �p�p�pc�4�ni G►4�4�4�(�i C'4�TxL7C1C�C�C�CN(\ r� wd�� NN = i- i i r f t i i D 3zz In�n r» +�� °_-�� K. um) NN�a,... 0.w..woro*w).mcA-it,� a t�irn O ri rn D3 d .Ir� r ,,-' r-70 y r l`11 W'. '� o... IN v..."t: NNepXNNNNNNNNNNt� p 0pGpDw w 1� 7070 x0'.t1.NNd`NO pN-p.U4XXXXXXA m D NNr : ;- bVZVjp� OOCa�►�w A u M �w41 0 REVISION DATE DATE: 1/8/05 PROD: Hornell LLG C.: Tigard,Oregon 'iiiiiiiii`. ii•:iiiiiiii0 ••i•ii•i•ii 9 9 .,.�._......•.• ►❖, -•-•-•-•-•,w: .•�••-'-'-•-•-'-': iii ►•i• ►•�• •-•. •0 DWG BY: M5P TITLE: ENDWALL FRAMING �O4 ►•�� ►4 O•i ■•••4�__•iii ►•i� ►•i� , . i❖.❖.❖i•i i0 iii m ►•i•. iii it,itA•-•-•-•.❖i DEALER:Oregon Pacific Construction iii •� •►• ►i• i ►.•i . , . SPLICE PLATES 4 BOLTS CAP PLATE BOLTS MEMBER SIZE TABLE (in) . WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Spl 14 0 Oval Bolt Plate Size Col PIECE START/END THICK LENGTH leixTxLEN VixTxLEN I-. yr- "Mat Top/Bat/Int Type Dia Len Vii Thick Length Id Ont Tv DO Len _ l-1 10.0/16.0 0.188 IRA. bx1/4" x240.0 6x1/4" x2383 in 0., IL V 0 m SP- I 4 4 0 A325 0.815 230 6" 5/8" 2'-5 1/4" RFI-4 4 A325 0.625 2.25 16.0/22.0 0.188 144.0 bx1/4"x 21.q :) 11 C I- 4) sr- 2 4 2 0 A325 0150 2.75 b" 1/2" 2'-2" RFI-5 4 A325 0h25 2.25 bx1/4"x 21.8 to I In in 0 RFI-6 4 A325 0.625 2.25 RFI-2 22.0/22.0 0.188 Iq1 6x1/4"x240.0 6x1/4" x240A . r- - CI 22.0/22.0 0.188 144.0 6x1/4" x211.1 6x1/4" x209.8 )- tu co IL 6 22.0/22.0 0.1138 144.0 la 0 6 '7.7FLANGE RAC. : <ES: Both 51des(U.N.) 22.0/22.0 0.188 144.0 I.- 2 . . El i 0 F5XXA(1): XX=length(in) RFI-3 22.0/16.0 0.165 144.0 bx1/4" x 21.6 bx1/4" x238.3 0 0 o a. --) A - L2X2X1/13 16..0/10.0 0.1138 IN.& 6x1/4"x 21.q 6%1/4"x240.0 RFI-4 INIOX22 RFI-5 1110X22 RFI-6 INIOX22 id :S4 . :•: . :•:• ** ;0544 ,,.,....,.4•0 0'0 VV WO •O• VV W i W V VV v. g 9 OV VV W ILI E +1 h : M 5)_ •••••.- . ' '••••*• w ■•••••••• • "V 4' N• *444 Z i 6 •• - e 1,44 0 w 4•4 RC-I 0 _ ----------- N •D w •-•-•-•-•-•-•-•-•-•-••••. or.1 d oto!" ° _ -ir- -it- *:+: IL 2 2b 60. PI3R, White v. ......4, -. l'-4 II/16" P-4 11/16" W 0 k.) W M ■.. 0_ t s sp. 4.-5" 6 sPo 4i-s. 0 &A -I" r , 4********************V. Ir- 12 5/16" 31-4 15 161 12 •..•AA..•-••-•-•AA,•-• $ FB42A FB42A 0. F1342A .C7 . 7. F542A F1342A ' FB42A 8 _- c't4 11 in I 1 li 1 11111 1 R %FI-2 1 RFI-2 ri 21-6" in I I 7 T 'It lifil c a_ SI in o z z..- q) CI 0 iiii-) § 7 I I till 4? Cil I. < t 0E1;5 in > c in < \ ii: w it. w i-L- fx rt -I- n tu o 1112r1- -1 0 g..ou .R. IZ° Li _ _____1 ----=- ,.. k ,- , ;r . 1 . c II-1 0 q§lg oltiz . za tn w ;z1 -i _.___m__ in 1 ‘) ,ATIZ EDF.(4 , i4 , ----i-rX : c,i< -1-----° 4- --\_ -.., -r =Ay----"-- i'l IN 1 I Iii...14 T ifi 1 MEZZANINE crIW I cZi< i ri CI 11 6 fl ac!. 1"10 al in 6-J in-.3 1-- -OS' < Zi , IL c .gnifi cv 0 _. 13 "`) REFERENGE _. si (NO 1,1 al I Z). Fi 0 , a 0 1 al c 43 u... ;,. 't 1 ri 4) i La 9 Stiget T- I CD ' 1 "1- 2 -pi if, El.tr. ______L . ___! T _ A F •- '''‘`,4‘ e°' 1 4 i - I P---"--‘2. F4A, EL 17- P 0 Eil 1, nt . Airt - ,, - , .1______ .. , ,-,-, - , 07,777- ,...., „.... i.--,, - i,...„,- t. a-at i li i i %-',.:,-,J - a" 11-10 1/2" 11'-5 1/2' I1'-5 V2' l'-10 1/2" J a' ., _ j:;-lo .., CLEAR+/- CLEAR +/- 3 tu 201-0" 201-0" 201-0" 20 4jA 1-0" (.3--12"'' Cke C- I • < .• 11..1 4/....... A. ‘'0,. 0 t.7*, 80l-0" OUT-TO-OUT OF STEEL ..,,.. r 4 ‘4(37113N9 I 4 4 ,A ® RIGID FRAME ELEVATION 0 / /05 FOR FRAME LINE 2 ..,,T..0 v ORR/0 I '1/4 i 4y A 91 AO ,A- N 144. LESN‘r Dpires 12/31/0(p o W , , M 0 IL v 0 W/(2 1/2"EAVE in tap p BOLTS Z I m 0 PURLIN �� ■ p ENDWALL EW COLUMN w t L ui 0 *12 X I I/4°S.D.S. RAFTER - I~ w BGA-1 ROOF PURLIN ;:______ ----- 0 Q 0 0. -7 I/2"LX 11/4" BOLTS 0 O i ' O INTLIII6 D I I o_ __ m 0 _ O Nr p p t c: 0 0 m Y 0 w v 6 w Al CLIP (2)1/2- X I I/4" SLOT IN WEB COLUMN OR p Q V a DOOR JA • (2)I/2" X I I/4" A-I BOLTS TO INSERT RAFTER WEB BOLTS W/(4)I/2" X 1 1/4" BRACE EYE �� POOR HEADE- GIRT - Al CLIP GABLE BRACE EYE 111111M111.1 ..mThl:0: :7:3: II;- i : Q i 11111111Ei \ • I 1111: - - - •••4 s•.� 41$ „ 7 i • •t ••1 ►.1 MIL liii* 0 I L- .1- _Aa,,, ;4 :•V 2" 2 i WALL GIRT :.`•- .:, ':: `W�i (2)I/2" X 1 I/4" DOOR JA =-. ✓ �•�� ►�� } (2)I/2" X 1 1/4" DOOR JAMS 0 PINHEAD BOLTS PINHEAD BOLTS GABLE GRIP ON GABLE �•••.••�� P. SECTION • 0� s ■SECTION ELEVATION ••;••• . ;;4 F = ••• OA Z : WALL GIRT TO DOOR JAMB L(' DOOR JAMB TO GIRT DOOR HEADER TO DOOR JAMB al DIAGONAL CABLE, BRACE EYE END ;:; ;;; p •. .. WELDED t.to!%ttot%%%.:#7. PLATE ENDWALL 0! § COLUMN IiJr1!,1t ►......w.;�v�. l3 V: .•...••.• 1 1" x 3" INSIDE CLOSURE :iiiiiiiii GABLE GRIP ON GABLE A325 BOLTS OPTIONAL ANCHOR COLUMN OR BOLTS —\ WALL PANEL X12 X I I/4" 5.D.5. a RAFTER WEB COLUMN BGA-I S BASE ANGLE F. HILLSIDE ROD �it -... =GABLE �, f WASHER 0 0 ■ I I' a FLAT i-•:---;;---i I- WASHER a o EYEBOLT 11 BASE TRIM- f t ilt0 SLOT IN WEB TO INSERT NUT FRAME LINE FASTENER 10q* 1; *EN HILLSIDE WASHER BASE PLATE FOUNDATIO (BY OTHERS) AND EYEBOLT (BY OTHERS) V + u J is, INTERIOR COLUMN ANCHOR BOLTS SECTION THRU WALL PANEL el o 0 go 02 DIAGONAL GABLE, EYEBOLT END Q� DIAGONAL GABLE, EYEBOLT END AND CONCRETE FOUNDATION 2 C % BEN) . _ t> R — °- "n inn .f'� 7139 4`.'w/t,.' i Pogt-< 0 ROOF PITCH t, y'' 1:12 a 2 I/2"" 3:12 = 4 I/2a st14 X '1/8" ji J 2:12 = 3 I/2 4:12 = 5 1/2 LAP-TE�K2 X I I/4" X14 X 7/8" WALL SHEET I I ' 0 41111 1.5.CLOSURE ® b" o.c. LAP-TEK Pi/MASTIC T4 B---\ 0 *12 X 11/4" TAPE MASTIC `� $ SEALER TAPE ROOF SHEET I�' +4 y 16, b ' WALL PANEL *12 X 1 I/4" S.D.S. iu ROOF SHEE I - - - - �� L E�� BASE CHANNEL ' - *14 X ?/8 HG5 tily`—Wj Ar f HGT-I i� LAP TEK r—�GUTTER STRAP EAVE 2'-O" O.G. lrfis 12/3'/eCo PURLIN X14 X 1/8"l I a HG LAP-TEK s12 X 1 I/4" GUTTER S.D.S. B- r L - - - STITCH SCREW EAVE FASTENER ® 12"Oz. SHEETING PURLIN WALL SHEET (BY OTHERS) EAVE ANGLE WALL SHEET *12 X 1 1/4" CLOSURE TEK SCREW S.D.S. CT-I WALL SHEET ® 12" o.c. z O T4 SECTION THRU WALL PANEL GUTTER DETAIL GABLE DETAIL CORNER TRIM DETAIL AND CONCRETE FOUNDATION 01 0 - _ !!A- AV Si E di STRUT PURLIN 0 I nj Ul .. o EW RAFTER r- - )- ILI CO IL 6 ., OPENING \, 1... ..." -.- i 00° --"---/--------:4( < *12 X I 1/4" - - , 5.1:7.5. 1 WALL SHEET _- --- -- - - 51- I -- -- - J WALL SHEET y (0) 0 _ __-_---- 1 J 5E- 0•V .•:•:•:•:** 11 ....4111 I' 411,41 441,0,0444140 GF __J--- 1/2" BOLTS 1/2" NUTS 4•1 :+: i.:44 ‘S) OPENING WALL GIRT :44 0 0 I g I 44 **41 F I E L 0 TRIM SHEET dt OPENING \--CFO ■•41 1•4 11414 - .***4 ■..4 4.4 I--- '1/ A5 REO'D *****"••••4 •4 t f)I MK- V•St.■„* to. )_ g 4.-..."•"v.., o 0 O ,.!A. .... ..■ . 0 0 5. JAMB TRIM DETAIL HEADER TRIM DETAIL 8 ENDINALL GIRT TO RAFTER ROOF SAG ANGLE DETAIL '•.4 I AVE + :4 61 R a E 44 I 4 kt.•-t4 CV 3 t g ..-.--.-.-....-.-4-.-.-****. In '..t.t.`.!..:ktotototi ° 0 ESA- EAVE 1/2" BOLTS i j - 7STRUT /GIRT t:i:,;:i:i:i:!,::::; ;$ 0 0 I I—PURLIN $4 •( < 7-PURLIN g A 0- 1 PEAK 14I•IrmyvIrlry,.. 51- ! 7PURLIN 51- _, 1/2" KITS JB- , L: J5- Si- IIIMF'111100111111111/11111 11.11111.11111111111 11111r millmOMMOMmig —t _.........i, _ir......, _i____._ - . ---,,,-... . . iful fi- mmori 11 I I < . i > 1/2" BOLTS mingc.:74 - ""T, 3--"'".---•!- -,=.!,---- r 1/2" BOLTS " VARIES "[GIRT I 5 O 1 r sp- 1- I .1Z3 e r JB- FIRST GIRT FROM BASE 0 litir 0 ROOF SA R HALL SAG ANGL W E DETAIL WALL SAG ANGLE DETAIL c 0 9 24pg OOG ANGLE DETAIL ROOF SAG ANGLE DETAIL a SAVE @ MI SPAN 0 e 8, 8 wag @ mIDSPAN RIDGE DETAIL :I O 0 0- fa- tSt ..._ o_ C is g rt-I a - - _„-. " ,., :'.:: ' .":'. :1,,._-: '- ;i' f iN(...9:24a-- J 'I ft.'CI.• °I'INI .<4(:4,'''''‘: i la . 0 1-1„ Eiii RAFTER-\ [MK-2 - - -, „.., .. 0,0 r a if,t- 44 rt, 7139 I—A;, c 0 sp -Q3,-, ii 910!Eg ,..) 6 .j ......-■.---..-... I c 1, w 111111 1/2" NUTS P.,, '—ei < ' P CI ;$111 i ORFGON ° /,‘ ,i ° , -, 45 L/(.. 144 4c, — 0,18 As .' JB- , , „ 0 GIRT 1/2" BOLTS '' Lt – LLpires 12/31/0 Cp I .7, . 1 JB- z WALL SAG ANGLE DETAIL o ir) @ Ele4 RAFTER 5 Ix _ , ‘ . i . x 1 I G: 80'-0"OUT-TO-OUT OF STEEL O 10" I1'-2" 0 20'-O" © 20'-O" 0 Ii'-2" „�10" .,6J-0"«., 12'-O" ►z-c -Q... I2'-O" ' „i�5-0".. X-Bracmg X-Bracing 0 H Z — Z — Z i::l n y > W 0 � p 6 O I a A > 0 . . r t D Z ' 0 Q o 11-0" Iq'-O" 1 " 201-0" Iq'-0" I-O ?C1 t ;, (Hold This Dimension) (Hold This Dimension) jj. (Hold Thiimension) ,; (Hold This ension) ,�ET lal z — z H � � o g I I I g o , n CO UP EU n H Z Z - Z H 0 UI" n Ig x-Bracing _ lo'-o" "„�„ 8'-0" 10" f Iq'-2" 20'-O" 201-0" Iq'-2" J 10" A U 0G E z t.. Cl! 0 k t... o 1= 11. 0 :::'1';::: � 4 tt 1"""" I <'� ,,9 i NI taLl C.Il co K . , ..„ ., ..., ..., ,, „„ , ..., , ...,,, 4.111. xogro ''',,,,,, ' 0 Z i� ■ of r I 1110* 17:0."!:"..., ....,..... f r ) d REVISION DATE Nov 6/1'7/05 PROD ; : Hornell LLG :�� Tigard,Oregon .44., ...*_•„�0�� ►�:�. ;•,•;�.•,,..±:•.;.• 1.40 :•,...,•,0•:±::•iii • ■••• �i�i ��i4 DWG BY: ...IN TITLE: ANCHOR BOLT PLAN �i�i •►•i� •►•4• �i.i, � '•'•'•-•-•-•-• • .iii •►•i4 I.4 •►iii ■��i�ii i i i,4,A,•,,• DEALER:Ore on Pacific construction �i�i •'•' ►�i�i ►iii •►iii 9 •�, -----,•••: ►..V�------�� -------��.; CHECKED BY:••""il, THIS MANN'S INCLUDINS DESISR PRINCIPLES,IS THE PROPERTY Et PACIFIC BUILDING SYSTEMS PAGE: Fl OF 2 OP TRUSS-T STRUCTURES,INC.AND SHALL NOT ea REPRODUCED, , COPIED OR LOANED IN PART OR IN WHOLE WITHOUT WRITTEN MANUFACTURED SY TRUSS-T STRUCTURES,INC. PERMISSION.IT IS NOT TO DE USED IN ANY MATTER THAT MAY CO JOB ID: 05-654q CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T 2100 N.PACIFIC HWY. WOODBURN,OREGON 890/1 PHONE'SOS/q81-4!581 STRUCTURES,INC. ° v 0.0 4 a ' fl4 . $. v ;3I D § N N N N N 1 i I I Q < r= K 11 _� n > lift at 1112E I F I p gi 0 o > '":iti � M a uz• 1 ( 10 1/2' � .� I -a-u aJ uu 1 El H :-: H N ::::: ; II 1 ti � ►� 1 I ` A i a u a gN go I NIT o47 SEE PLAN SEE RAN < IT 0 t ° t $$ Ii< i rn 7 lIpl 6 ° s o 0 o P o lfg 's' D gggggi — I 7 1111111E < N I ,• I 1 I Jolla. I egg § § till ll = I- — — — -I '! l:- I-. — b a b alt 0 b I I a ,2• 2•I i . SEE RAN SEE RAN ��6 � ° Y - 6 a ii G l 4/i NNNNNii NNNNN[i P q $ N S gq=45A0J0.0■uN- k a P O i �I r 0100>f* voo>f Q EN • n 11111111711111 nip 888we 888q l i 1 SW t 31 < ttiti < Migri I1 I I 1 •- I&i 9 33. o O b I s` • ppp�Jr OOObO• W H 1 s as NN' - "Nt — x° / I I $ $d, P tItiNI +F ,1 o l 000�P! 0004 2 gi $$$ ! 888 gp arx . I I I 2• z• ai I . , J4tti �. IgiVii a N A see RAN SEE PLAN i = 0 1 l^i 1 §ggtt,+a 00014 3 1 � � $8$ � 888 � lad y . t:, R ? gii! 848"ii 888vgli 88888 88861 N I 1 I s I/2• I 3 8888'0 l,ttifi l NJ 1 _ I 0 II 1 I I I 1 10 I 1 I I I i A A I2• s•I SEE RAN SEE RAN T c ci i '.'.l1a'1 lii ( s . u> _ Iv u u u u u lip .+voa>:*oaa> I dd I T'i S vo,..0..* : {� A � . a a > > a c+ v m 1itI r _ : n t4 'to Y DNit�'iNU�tiibab�'ia Ua aGbb .,'1, 1 1 1 5 tit 6 -1 6i - t O'p'i'a'te l lg ' f ou buu 00 < accrli*-bb I 2 et,a�"et as p1'',aN,,al;"as eg at _1 S�i1'35� ga -o Ajj ippabbJl ab iii m ► B EM "t.t I - T 74 et It ea It,et.uu I'au lb Y-411-1 0000..0000 . r _ _ — A a�88g !! I` bbbbuubbbb ' iiiiG 5 G=G G G SG G=G G 1 4 tt b b:i ` aaataauaaa 0 4 t _,.i''., W tt t"bC► t 6tt G ita a i t< PNaiBirtila►O'Nteu i P P P P P P P P P P I R I Iffl i 6ftftillitit1112 0 tp 1 1 1 1 1 1 1 1 1 1 I 11.1 0 7; O O b b b F ��,'. � PPPPIPPPPPPIII ~--, `4 ��-i A� -i., `V § § § a1 1 `i `1 § 'ti l o $i$��$i$igi$Eot 1 Q bbbbbbbbbb. 7) 0 � ..} i i.i_ /'�� "71 .,,` „No i 0000000000 �-^ 0 11,64 Q N,ra eeeeseeeselti 0 73 CO -- `1 V REVISION DATE PROJ: Hornell LLC $$ DATE: 6/I1/O5 .'•••'•••• �. i• :*******• •"•:*�-w-�N•Tigard, Oregon ��•�•�.�.�•�❖.•••, ►��•,*∎*,*,,..•��$• •.•�•�•.•.v..�•�•.•'••1111 ♦•� ►•�......••� pore .... '•••i ►••• ►••� iii �••� DVYG BY: JN TITLE: ANCHOR BOLT PLAN �•�� V: ►••� *, ��.• • �•� ►•� .. •i 11174•••44 �Oi ►7•! ►7i� 41∎ •�❖.•.•�•�•,�•••• DEALER:Oregon PaciFic Construction t•7•4 • Ol •4• ►•••1 •••• ►... CHECKED BY ---:•:•! ► �� - • --V.•4� �� ---,-�,�•�:•, s,• , •• ∎,,•• • •••.•��•i •,• • � i 5K THIS DRAWING INCLUDING'oesisN PRINGPLLg•iS rue PROPERTY ::;$ PACIFIC BUILDING SYSTEMS PAGE: F2 OF 2 1.3 OP TRUSS-T STRUCTURES.ING.ARO SHALL NOT SE teemoDUCID. GPI OR LOANED IN PART OR IN YwOLE Y ITHOUT WRITTEN MANUFACTURED BY TRUSS-T STRUGTVRES,INC. PERMISSION.IT IS NOT TO MC useo IN ANY MATTER THAT MAY JOB ID: OS-634q GONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T 2100 N.PACIFIC.HP . W0017BURN,ORE60N g-1011 PHONE:509/qsl-g5b1 STRUCTURES,INC.. GENERAL CONDITIONS 1. The City's standard specification for traffic control is "Manual on Uniform Traffic Control Devices For Streets and Highways", U.S. Dept. of Transportation, FHWA, 1988 Ed. ' i 2. Traffic control shall be provided for by the contractor in accordance with the City s standard specification and, also, in accordance with a City (job specific) approved ' ' I traffic control plan. A copy of the approved traffic control plan shall be available at the work area. ♦ % \ • 1' I :I PP 3. Public roadway shall not be closed to traffic, at any time, without having first obtained written approval from the City Engineer. The permit holder is responsible for ' , l " provision of timely notification of traffic flow disruptions to area wide Emergency Services (Tigard Police Dept., Tualatin Fire & Rescue) and to Tri-Met and Tigard and �'•�1'�A : Beaverton School District. \ i %, % \: t IGA 4. Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the , ;` t , ,�.a-394' construction area 72 hours (min.) before initiation of construction work. ■ 5. Access to existing properties shall be maintained at all times, including normal delivery service and mail service and if not, shall be cause for work stoppage until ♦ Ef.Y T',. t • Sc", : effective access is established. . ` SW BONITA RD witi , . \ ■ 6. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. `� \ \.■ i > < till 1 :A�- t �\� ■ 7. No work will be permitted during the hours of darkness, nor between 9:00 p.m. to 7:00 am., Monday through Friday nor between 9:00 .m. to 8:00 a.m. Saturda nor '� °\\ a between 9:00 p.m. to 9:00 am. Sunday. P Y• � N N�ti;. fit, \,�\� \ • 8. Minimum travel lane width shall be twelve (12) feet; pedestrian travel shall also be provided for. ► ago r►��,;� a 9. The City reserves the right to add to or modify traffic control requirements as may be necessary to effectively control traffic and to assure public safety. s� 1�,. 1 ■ 0 1 C 10. Before initiatin an construction activit , the ermit holder shall contact the Ci# s rives#e Develo ment Review En sneer, 39--4171 to establish a lace, time, and , `t 4 t ■ 9 Y Y P Y P P 9� (3 ) p g ' ■ date for a pre-construction meeting. al .‘n /‘� .\ `t,p \ c\: _ ■ 11. The permit holder or his contractor shall notify the City's Inspector at 639-4171 twenty-four (24) hours prior to commencing work, twenty-four • `_,,,` -,: ; ,; �:.`:`'' 9,'`'1Nw -ASHFORD ST 2 • 1 , , ■ P Y Y P Y O P g y- o (24) hours prior to ttY'�t 3 1 I3 • , , ;1 •\ i , : any staged inspection (see attached listing) and after completing work covered by the permit. - 4 f a t ` ' ' \ 1t ■ 3�- � t ■ 12. A copy of the permit and all attachments, and a copy of the approved construction plan and all amendments shall be available at the work area. All work shall SW c.,• T � I S . \.' i t 1N conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and % T.L s \ \I ■ specifications and to these General Conditions. Changes to any of the aforesaid must be approved by the City, in advance of work performance. SW DURHAM rie �N ,�._F II`' ?.A a 13. Maintenance of the work area and approach roads is the responsibility of the permit holder. The work area and approach roads shall be maintained in a clean 1 P. ;,��;{�;_ \.`{ y i a condition, free from obstructions and hazards. A copy of the permit holders Certificate of Insurance shall be available at the work area. 4,• tri \\ j • 14. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for .._ .T._r ■ immediate cancellation of the permit. The City may at any time order immediate clean up and stoppage of work to accomplish clean up. ' s.. _°` ‘.7.::$":." �` '° 15. Effective erosion control is required. Erosion control devices must be installed and maintained meeting the D.E.Q. requirements. The City may at any time order •..: �� •: ! t F corrective action and stoppage of work to accomplish effective erosion control. VICINITY MAP I Y. 1 >y ■ `' s ,.; _.. ,. „«, ' I t ,. 16. Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, flowers, bark dust, existing signs, pavement markings, mailboxes, etc. N.T.S. ■ May a rs,a ,it T' - . Y + ■ :4, - ,;4,�,�,�,�L• „p. ``' I t ■ shall be reestablished, reinstalled or replaced, with like kind and material. g g g ` ,it IL t ■ "" „'`1 '� ■ 17. Effective drainage control is required. Drainage shall be controlled within the work site and shall be so routed that adjacent private property, public property and the ��! � � ,2{,� i its,� ��n'K.�� +,��`t � �' � ■, %,_ tl °`` -= t receiving system is not adversely impacted. The City may at any time order corrective action and stoppage of work to accomplish effective drainage control. LOCATION A // 9 Ys Y � P Y Y Y P g " et a �,� 1 it II Ell 18. Excavator(s) must comply with 0.R.S.757.541 through 757.571; excavator(s) shall notify all utility companies for line locations 72 hours (mm.) prior to start of work. t `� s • Damage to utilities shall be corrected at the permit holders expense. A PARCEL ON THE WEST SIDE OF SW. 74th AVE. AND im t° 9 8 7 6 li ! `, ; 19. Contractor must verify all existing utilities for both vertical elevation and horizontal location prior to start of work (pothole before digging if necessary). Should, i... a ON THE NORTH SIDE OF BALL CREEK ,, •' I �j conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the permit holders expense. Changes must be approved by the City in advance of '^. 'rfi,"'' ` -'_' ,.3-"{ . � ■ work performance. Contractor shall coordinate the work with affected utility agencies. -- :i bt ■ t; 1 I ■ _ �: 20. A temporary hard-surface patch (Cold mix AC or Hot Mix base paving) shall be placed on trenches within roadways at the end of each days work. No trench on site G.. Ir�, ,o� __!1 or off-site, shall be left at any time in an unsafe condition. The permit holder is responsible for and is liable for hazards or damage resulting from the prosecution of the `; i t t, i r. work. T ;�� ; : 'i + WASHINGTON COUNTY SURVEY CONTROL BENCH MARK # 464 ■ 21. Work provided for under the permit shall include repair of existing facilities (roads, ditches, etc.) as may be necessary, in the City Inspectors opinion, to overcome t; r ; 1 ■ deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the permit holders' expense. BRASS DISC SET iN CONCRETE SIDEWALK AT THE NORTHWEST -- -' ' -- �" A 1 11 i t CORNER OF BRIDGE ON BONITA ROAD OVER 1--5. ,,/ ~ 22. One as-built mylar drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement I I!1 i i I �� 4 e. which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineers certification of installation _,f 1 FOOT EAST OF THE WEST END OF THE BRIDGE, 1 1/2FOOT tt 1 ®� compliance (form attached).it .0111) NORTH OF THE NORTH CURB. t4 ■ -wog , ) t- g 23. A sewer system air-test and (V.H.S.) TV test report and one set of blue line "AsBuilts" (of either or both the storm and sanitary sewer systems) may be required by s t �"'' ELEVATION = 198.837 ��,�<< ti 1 I the City for review and approval prior to connection of any buildings to the sewer system. ilil 1, i ■ - 24. The permit holders Engineer/Inspector shall submit daily inspection reports, on a weekly basis, to the City's Inspector. (see Developer - Engineer Agreement Note #5.) t ; I Al,=••'• 25. The City's Inspectors may, at their discretion, require provision of tests and or reports from the permit holder, permit holders engineer or contractor to validate claims MARK I?? t„ •1 ■ of material or construction adequacy/compliance. Such tests/reports shall be provided at the permit holders' expense. 7' ')JJ1J?4JJ'� BENCH y P P P an f c o .;� ,4 t j I a 1* 26. The permit holder shall provide a copy of a properly executed Release and Waiver document to the City for each ownership disturbed by construction activity, as A RAIL ROAD SPIKE SET IN A ROAD AT THE NORTH EAST CORNER K o� m X04 of t i , ■ 1 = 40 evidence of disturbance resolution and owner satisfaction. 0 ,'13 , r OF THE NORTH PROPERTY CORNER. APPROXIMATELY 12.0 FEET. ° `�F� ) ` r • 27. Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holders' expense. oF : - ' i i ELEVATION = 137.15 ' -cop It z : 28. The Engineer shall notify the Washington County Surveyor when the initial and final lift of asphalt has been placed. 29. The permit holder shall provide to the City inspector, in writing, the names and 24 hour emergency telephone number of two (2) persons why; have authority to resolve problems, take corrective action and in general, will be responsible in case of any emergency. The permit holder shall notify the City Inspector, in writing, of any/all H ORMEL BUILDING assignment changes. p W NER w..41 T 30. The permit holder shall cause his contractor to provide to the City Inspector, in writing, " p p y p g the name and 24 hour emergency telephone number of a designated "Competent Person" responsible for construction safety as per OR-OSHA, Chap. 437, Div. 3 Construction, Sub-division P - Excavations. The contractor shall notify the City H ORN EL LLC GEND Inspector of any/all assignment changes. 0 ,c�� P.0• BOX 159 31. It is the sole responsibility of the permit holder to provide for proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly -° X SD EXISTING CATCH BASIN & STORM SEWER executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the permit holders failure to obtain or provide for proof of AURORA! OR 97'002-OG?` " -' -£ ,, right-of-entry or easements. INDEX OF DRAWINGS PROPOSED CATCH BASIN & STORM SEWER PHONE: (503) 15 -= 875 32. Before placement of the final lift of asphalt, the permit holder shall clean and have the City complete a pre-acceptance video i p p P y p p p e deo nspection of all new sewer lines. The PROPOSED CURB INLET & STORM SEWER Permit holder shall provide the City with 30 days of notice for the video inspection. Any deficiencies shall be repaired before placement of final lift. 714. -x w- - EXISTING WATER UNE WATER CONSTRUCTION NOTES 1. An estimated 12 percent of the water system cost must be on deposit prior to beginning construction on water lines, and to receive a TPW (City of Tigard Public J'JJ ' '7'j �1 SHEET JIRA WI�V'� 7"I7'1i ' PROPOSED WATER UNE Works, Water Division) stamped approval on construction plans. -�a-- EXISTING WATER VALVE 2. The contractor shall maintain one set of TPW stamped approved plans on the construction site at all times. 14775 SW 174 AVE. �:�,� --e- PROPOSED GATE VALVE 3. Curbs must be in place prior to installation of water mains within new subdivisions. - - ----4-- EXISTING REDUCER TIGARD, OR 94: 4. Notify TPW, Water Division, 48 hours prior to commencing construction to schedule a pre-construction meeting. Telephone 639-4171. 1 COVER SHEET • PROPOSED REDUCER t- 411D PROPOSED BLOWOFF 5. All work shall be in accordance with AWWA (American Water Works Association) standards. 6. All work will be inspected and approved by TPW, Water Division. O N TR O L PLAN S PROPOSED SEWER UNE PR0PER77Y: 1 2 GRADING AND EROSION C jJESCRIPTfOt'1 7. All pipe and fittings shall be ductile iron, cement-lined, of new manufacture and mode in the USA. Pipe shall be "Tyton" Joint Ductile Iron, Class 52. All fittings shall X SS- EXISTING SEWER UNE be MJ (mechanical joint) unless otherwise specified. 3 PRIVATE COMPOSITE UTILITY 8c WATER QUALITY PLAN x SD o EXISTING MANHOLE & STORM SEWER TAX MAP 2S12C _ -,8. Cover for all water mains in street and rights-of-way shall be 36". Backfill shall be 3/4"-0" gravel. `" " -° � ° -. �°' '' TAX LOT 900 _. PROPOSED MANHOLE & STORM SEWER 9. All valve-operating nuts shall be within 36" of finished grade, otherwise valve operating nut extensions will be required. gym. .. 4 STRU CTI ON DETAILS & NOTES , Yi CONr,,p(ViV.,, , 3 ,11: A, �: y -� CLEANOUT 10. Poured concrete thrust blocks of at least eight square feet of bearing surface are required at each tee, cross, and bend locations (see details for minimum bearing �p`��ri._.m ."`��""'a WASHINGTON COON :4a� '. areas). ,,��:, ,�.mme ... x�., m,3.�...,...n..,�.t t _,,.,�1�; .. .. A .gibed in: o WATER METER , 11. A 4" x 4" x 8'-0", painted blue, shall be installed in front of every 2-inch water service location, and remain there until the water meter is installed. All 2-inch water �+ t *s, �. CURVE N0. i services shall consist of a MJ x 2" IPT tee and 2" IPT x 110 compression fitting as manufactured by Mueller Company. DEFERRED,RRED _ eB -- ...... . aNxS mm - eme THRUST BLOCK 12. All sanitary sewer lines within 10 feet laterally or 3 feet vertically of a water main shall be encased in a reinforced concrete jacket 6" thick for a distance of 10 feet Sprinkler `� Fire Alarm ''. /�, ?.S YG� '_.7 . 41 • on both side of the crossing. Where crossings are necessary, they must be made at approximately 90 degrees with at least 18" of separation below the water line. II EXISTING ARE HYDRANT Mechanical PLANNING JO y54‘ 13. All mains with a static pressure up to 100 psi (pounds per square inch) shall be tested at 150 psi for 1 hour with a maximum loss of 5 psi. Water mains with a Al tbi , k ............ill PROPOSED FIRE HYDRANT static pressure greater than 100 psi shall be pressure tested at 1 .5 times the static pressure for I hour with a maximum loss of 5 psi. i .; -.,k c� '� LAND SURVEYING CONSTRUCTION ;.STAIClNG co, UTILITY POLE 14. Upon satisfactory completion of testing, the new mains and connections to existing mains shah be cleaned and flushed with potable water prior to disinfection. ,I,`� Flushing velocities shall be at least 2.5 feet per second. Disinfection shall be in accordance with AWWA Standard C651-92, the State Health Division and City .: ,�/�! ,�'_ CiVIL ENGINEERING � -a- STREET SIGN requirements. The continuous feed method of disinfection shall be used. Disinfecting mixture shall be a chlorine-water solution having a free chlorine residual of 40-50 ''� %"'"fA�. o mg/I (milligrams per liter). The disinfection mixture will be prepared by injecting a calcium/sodium hypochlorite and water solution into the pipeline at a measured rate jr® , 4 iii! t STREET LIGHT while fresh (potable) water is allowed to flow through the pipeline so that the chlorine-water solution is of the specified strength. Treated (chlorinated) water shall be -"'_� I retained in the pipeline long enough to destroy all nonsporeform ing bacteria. Typical retention period is 24 hours. At the end of the 24-hour period, the pipeline is to /!! � hove a free chlorine residual of a least 10 mg/I. After satisfactory chlorination, flush the water from the line until the water throughout the pipeline is equal chemically r7/40,11r41;k7 d and bacteriologically to the permanent source of supply. ' ♦ ]� i <,' ' k Dispose of the disinfection water in an approved manner. Do not allow disinfection water to flow into a waterway without adequate dilution or other satisfactory methods la.t. s ii 1 ABBREMTIONS of reducing chlorine residuals to a safe level as mandated by DEQ. After disposal and flushing of the disinfection solution, there will be another 24-hour retention period Pa P /�prior to bacteriological tes#ing. Bacteriological tests will be taken by TPW. `�' � .ems'"` � �' 15. Provide an Eclipse No. 88 Sampling Station manufactured by Kupferte Foundry, St. Louis, MO 63102. The sampling station shall be 2'-0" bury, with a 90 Q FIPT(Female 0,,,4 Iron Pipe Thread) inlet, and a 3/411 unthreaded hose nozzle. All sampling stations shall be enclosed in a lockable, non-removable, aluminum-cast housing. When opened, Pro the sampling station shall require no key for operation, and the water will flow in an all-brass waterway. All working parts will be of brass and be removable from above 8835 SW Canyon Ln. Suite 402 (503} 291--9398 c = CENTERLINE LF = UNEAR FOOT ground with no digging. A copper vent tube (standard) will enable the sampling station to be pumped free of standing water to prevent freezing, and to minimize bacteria Portland, OR 97225 (Fax) 291--1613 p growth. The exterior piping will be brass, and a 1/4" ball valve shall be provided in place of the 1/4" pet cock on the vent pipe. EL. = ELEVATION LT. = LEFT 16. TPW will install all copper services and sampling stations prior to surfacing of streets. Water meters will be installed by TPW upon individual request and payment by _EP = EDGE PAVEMENT l = PROPERTY others (owners). All water meters connected to an irrigation system must have the proper Oregon State approved backflow prevention device, minimum of a DCVA (Double CtiV/t'�(+,, Check Valve Assembly) installed on the property side of the water meter. in addition, ever meter for commercial, multi-famil industrial and institutional service, 'APPROVED 'AN GiD �`'U' NO.: EXIST. = EXISTING PUE = PUBLIC UTILITY EASEMENT every multi-family, IN UDE UN-ATTACHED: `� � E * regardless of size, shall have the proper Oregon State approved backflow prevention device minimum of a DCVA installed on the property side of the meter. The backflow SPECIFICATION BOOK • prevention device shall be installed and tested by the owner, with the results forwarded to TPW Water Division, before water services can begin. 'w 55,000PE • P 4-85 1 FL = FLOW UNE ROW = RIGHT OF WAY STRUCTURAL CALCS �' �.•- 17. Upon completion of installation of the water system, the contractor or owner shall advise TPW of the total construction costs to which will be added 10% for TPW GEOTDO REPORT �'� MISC DOCUMENTS FG = FINISH GRADE RT. = RIGHT inspections, water loss, overhead, administration, sampling, etc. and 2% for engineering review, including "as-builts" drawings, updating master map, intersection maps, etc. «" . OREGON DRAWING NO. GU = GUTTER ST. = STREET OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED GG,`'*44 14, 204 IE = INVERT ELEVATION STA. = STATION /�j/ ec (SEE SHEET 4 FOR ROADS, SANITARY SEWERS, STORM DRAINAGE, & GRADING PLAN NOTE) • N�' tx : ,Z/ii/e' OF 4 0 GENERAL STRUCTURAL NOTES i► 0 0 ' CODES AND STANDARDS ,,n AU material and ship shall conform to the 0 ION s International Building Gods, Stags of Oregon, and local ,, regulations. (latest edition adopted) • > 20'40* 20'--ON 20'-0N 20'-ON DESIGN LOAM: P3 T o b c...) '-4N 13'—2N APPROVED PLANS A Q" . hi_oi _ s (Provided:_ r : N N_ by F3uildng Mnufactur �)2 10 -o 22 _O ,}Z,E+r r r r - PIM Sp*** ♦ SPECIFICATION H � Load 2 2�_5N `�—ON Alarm STRUCTURAL.CALF Collateral Load • 5 f + Frame Wt W N ,--,� t , ,, GEOTECH REPORT i i s 1 MSC DOCUMENTS mina Dead Load • 15 psf C.a . Plumbing mina Live load • 125 psf .. .,, hanL i�cal Dead Load • 5 psf•, Electrical Truss n� , .,.�, I IC ............... l • 80 mph fastest mils 1/f I a i Shop �� ..... ...................,.,._.............,..,..........,. i 100 mph 4 s� corm gust i r ci ,Exposure • C * Z ___ �ss�z�s�s�saersss..szzzzasss.� •-- `A :,�: s, g .__...,_.._ .___._. _ _ ,y Wind Importance 1.30 1 . 1--"T" T--i--T-1--1--1-- <mr r � . ...............y..' Seismic Importance 1.00 Z i 20R li '!N ...... _ __._.____._�.. : Seismic Coeffecient - 1.14 (Sms) ,,5, ,s�y ..,...___.._ .. - _.-__^ Seismic Location Lat. 45.414 Long. 122.750 •• 19" • 11 N • 1 r'-5N `� 1 '_ Site Class D Seismic So O 6 , 1 ,y ismic it Profile • OSSC) § , s.. .. _J __L_J_ _ • - • . . _ _ FOUNDATION: 0 , ■ O T I` All footings to rest on firm, undisturbed soil, free of organic O n A. ill II 10 8� OVERHEAD material, and capable of supporting 2,500 psf. Pour footings � Concrete and reinforcing Steel N :AM against soil --- DO NOT FORM, I I jr Bolts Instal! in Concrete B. All to have a design strength of 2,500 psi at 28 . days, and shall contain 5 socks of cement per cubic yard. "( 0 Special Moment-Resisting Concrete Frame Maximum water to cement ratio of 0.50 . i s . 1 0 Reinforcing Steel Prestressing Steel Tendons C. Reinforcing steel to conform to ASTM A-615, Grade 60. 5 Detailing and placement per ACI-318-83. ii Structural Welding B. All anchor bolts to be ASTM A-307 or equivalent A36 threaded • rod. vipil pc . I High-Strength th oitir� �� '�'� l�lagh r g Bolting E. Concrete cover to reinforcing steel to be 3 min. where F• i concrete poured against earth, 2" clear all other locations. 0 ,I1 I 1 I- 0 Structural asonry F. Splice bars min 48N diameters (24" min.), use L-bars with Pi L , I I 0 Reinforced Gypsum Concrete 2'-0" legs at all corners. a. i G. Foundation des* based . { _ Insulating Concrete Fill = upon building reactions provided the building manufacturer, Pacific Build' Systems. Soil �" of I I 0 Spray Applied Fire-Resistive Materials of parameters per Carlson Geotechnical Report G0101810 doted r , P g ,, , , N July 31, 2001. O filings, [ rille+d Piers and Caissons 14. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD I I 0 Shotcrete TWO HOUR CONDITIONS. NOTIFY ENGINEER OF SIGNIFICANT FIRE WALL DISCREPANCIES. 0 I 0 Special Grading,Excavation and Filling I I GENERAL REQUIREMENTS: 0 Smoke-Control Systems A. Contractor shall be responsible for all construction methods, 'itiih,\wARWOU tachnic�+as, seglier�cing, and safety required to complete construction I Q Other Inspections B. Contractor shall verify all dimensions and details prior to proceeding Z I I I with construction. All discrepancies shall be approved by the Engineer of record. `'" C. Contractor shall verify all required openings on all plans. GQ" I DUILDER/GONTRAGTOR RESPONSIBILITIES:IN A. It is the responsibility of the Builder/Contractor to obtain i appropriate approvals and necessary permits from city, county, . _ i I i = ', state, or federal agencies, as regpired. �` ■ o o B. The Builder/Contareactor is responsible for setting of anchor bolts : ! a --- :i: in accordance with building manufaictixw's construction draw . r ---- , i r HOOP CONSTRUCTION: t % LINE OF Pt11i+ E ABOVE '�. All 2x4 studs to be Standard 4 Better Douglas Fir-Larch (DF-L) C'�r B, All other wood members to be #2 Douglas Fir-Larch (DF-L) 24 PLUMBING WALL ( 4 9" C. All framing is conventional. Provide blocking, nailkg, hangers, etc. . r, UNIEX = as required. Ark I ----------------- - _�_. `_r..�..,..r. _- -�,.■_.__.�.._ o Glazing - Minimum racuirernent; Douiales glad w/ 0.5 airspace $ �T ! ;[i �+:� 10W-E coating. i ` ' QVE.RI-LEAP. pOQRS: • . `a�_�___G __� Overhead doors - Minimum i••egyirement: Wayne Dalton Thermospan i 4 r 2r'O or eapol. 'e,EGiAL INSPECT(,-OS: -' _ A. CONCRETE: NOT REQUIRED„ ..... 1 sc3..) I I ,�....-��_ _ _ _ _�.�.___ - .�. -..__.._____ _ ____.________._________ _ _ s '► B. P.E.M.El. FABRICATION= AS REQUIRED BY FABRICATOR 04 _ __bk b i U .____ = CERTIFICATION. • 0 4 `i o C. P.E.M.8. ERECTION: 141GH STRENGTH BOLTING. Z IA N .. o N ACCESSIj31LIT : -I A. All door hardware to be lever handles conforming to ADA Z Regpirerrients. LD Lai -- ---1 __, _ _`_ _ _ r _ _ _ _._._._M___-.__..__ _ __._.._ ....__ ' B. Door thresholds to conform to ADA requirements.uirements. > Z .� 4444 � , CO _ DU I LDI NG LEGAL /../....—: I ' 2x4 STUD �? ` .�.�.. •►ELECTRICAL � �� I aC 10 HIGH WALL MECHANICAL ROOM n a- CONSTRUCTION TYPE: V-B SPRINKLERED -as,„, at ...... ENTRY FOYER '* _ OCCUPANCY GROUP= 5-1 B T Z (1) l' z REAT AS UNSEPARATED USES PER 302.3.1 • Q Cr 44:(400 FIRE SPRINKLER r 5-1 OCCUPANCY ALLOWABLE AREA • 9,000 SQ FT; �dC° RISER, VERIFY ONE STORY MAXIMUM; pair. ' < LOCATION TWO HOUR EXTERIOR WALL PROTECT( (5 •• 1-111 `r T 12014° OVERHEAD 1 i„^ ..... f [� B OCCUPANCY ALLOWABLE AREA • r 1 ` IIFLA37 ,3°7° �j j�► o * �► �, *o 4 SLDG I I I I ONE HOUR EXTERIOR WALL P. : . O. C. C� I S-i IS MOST RESTRICTIVE OCCUPANCY, PER 504.2 FIR ,. _ 0 Z Nt 12°18` STORE FRONT i SPRINKLER ALLOWS ADDITIONAL STORY - TWO STORY .N O oNtSION .....1 z I PROPOSED AREA: 1st FLOOR • 3,840 SQ. FT. U. < I i 2nd FLOOR al 2,683 SQ. FT. Li. TOTAL • 61523 SQ. FT. Z 4,01' , . LESS THAN ALLOWABLE; NO YARD OR SPRINKLER INCREASE 44:( 1 REQUIRED. 4 (J1 6* 4'_41 9'_41 41_41 i bN 21'-2* 10'-10” EXITING/OCCUPANT LOAD rt r r r it 7$-ON b'-ON 13'-ON 12'-ON 4'-ON �, 12'-0* I 211-0* 3 OLF 00 d ' UPSTAIRS - OFFICE USE 20'x48' - ,. ,� °' P , '�I to �� 2o'-oN 20-Os 20'-01 20'.-01 _ STORAGE OCCUPANT LOAD • 10 4• , 1 ` - a �'_0" GE USE • 1,723 SQ. FT. / tr` ` i s OLF 1:300 ,i a OCCUPANT LOAD • G 11'- /� SUM OF UPSTAIRS OCCUPANT LOAD - i6 / , 0 0 0 % ' ONE EXIT REQUIRED; TWO EXITS PROVIDED < r , EXIT WiDTH REQUIRED (STAIRS) 0.3x16 4.8N �� ► .+ LEGEND EXIT WIDTH PROVIDED • 781 MINIMUM �' Q .--i BEARING WALL DOWNSTAIRS - WAREHOUSE 3,840 SQ. FT. OLF 1:300 ., , , _ . I i PRIMARY INTERIOR WALL OCCUPANT LOAD in 13 DWG. NO. .../ • -.-4- O ONE EXIT REQUIRED; TWO EXITS PROVIDED EXIT W I DTI4 REQUIRED (BOTH FLOORS) 0.2x29 :s 5.8* A 1 in 0 1 C/) EXIT WIDTH PROVIDED 78N MINIMUM ,V O INDOOR ENVIRONMENTAL �► P A _, 1 of 10 6 SCALE: 1 e - 1.-0" DOOR AREA 339 SQ. FT.; 5.2% OF FLOOR AREA (w/o COUNTING WINDOWS) a NO MECHANICAL VENTILATION REQUIRED 050414-S GAJOBS-2005\050414-S\041442.DWG, 10/10/2005 10-37:49 AM, STATION #2 . . I 481-0" A, 12'-3 111-41" ii'-410 12'-3" e 3'-6" 61-0" I 51-6" 61-0" I 6'-0" 61-0" I 51...yll 6'—O'' 31-6" I I/ r , r r, r r w r r / I & 2. I I I F._ _ 6°4° SLDG 6°4° SLDG 6°4° SLOG 6°4° SLDG A A \ I 1 ‘1"...1 / A A AN CD / .4.1 t LW •••4 %.1 I I 9s 0 is 0 -n -11 n -n -n A 4 -- 01 C1 (1 0 t*N cn I in m m in I (P. 6% °I1 et% 46 5 .°0 tO % 41. 1.) 0 - II 0 i 0 O C 9. = t- E E i 4 (\r_A f\A . ak.......— — —4 . , —....% 41, .b. 1 i 1/4 . 1/4 r ik, ik sit- a A2" -44IGI4 +ALF -WALL 1-4 1 Y gTril'il t I 1 I I \ ffr I / I 1 I , (- 01 INNIMIONNIMMINNI1111■10••■11 0 1\ I 1 I // 1 I 42" I-I IGH WALF WALL I - M.. ------ — 1 U) ak _ . it 1 I - M -0 r 2 ii N\) 1 4 :: O "up i .e) ' CI k) fiN *8 eN N %...d 1.) 61 o fi, r, g= -.3 M 70 = 1 . F 0 , ..._ 8_ - Z . . q ct n1 r -11 m c ID o = 1 tP -61 Z 3 —1 f i a , q r ,,, F -1 I 1,1 ros -4 '-‹ V m t -ri ____J ill r r- I' r 1 Inn ' • 0 SR 0 7" ' 1111 Ill 0 - 4T • II" r , IN , 0 .1) 1 30 a! II I ak=.— ika — r i a 1 q 1— I 1 — FULL 1.4 EIGI-1T DEMISING MALL ON (). 1 g 61,3 t 4q % z H L..... 42" 1-.11G4-1 RAI kil NG it-1 H , . ........ A, .._ B r— 1 > i . Z ' CO ,.=i . t , • I . . , ,0 C41) 0 8 • MANION 1 1) \ CO 1 g 9. C "0 to s IN D —1 IN Cit --I in 11 M / X X 1 11) m kH ..................,,,, • it . ...., .... o) 41,r r 04 r r win K) Cl -4 E h) 0 -1 .b.-±- _ 0 . 1..-4 1:: 9 I • m Z o g3 f' ' tn -I to Y; m 1 4 4 L I .. 33 1,--Igt . I CD I § —1 — 16 . -nm m m I _ r> , r -0 III P_ V -V- I 14'-0" o 10'-0" s x E .-.< ,t' 24'-Oft 24'-O , 2' f -1-4 r tn r X r r NI) 11, -1Z7 . : 4\ ,4 „A SECOND F-LOOR PLAN JOB NO. 050414—S 1CHECI<ED BY: DRAWN BY: DAN 'DATE: 10-10-05 , , 1 i -" alt7 -',' -• 0 4 -4: !II* '-:' . \\‘, s' t FANNO ACRES BLDG No 2 IFIAIr -ddr41911111k ' 141'°14111.11"r? CONSIXTII*31 ESTALMTURAL , REVISION: • • I -' - - ... I" -• ENCIIMIEERS • 0 -4,, psi 4 \0 zit, 4 1 4865 S.W. 74th AVENUE E 1 1045 13th W. IE. al SALEM ORESON 97302 0 ..„& z ,_. * '-',•;( 441' ) TIGARD, OREGON 4, r Pit 40. 131 399-1399 -." 0 P ri: ' if.i, 140 -- , -11• FAX: 003) 399-9259 FOR: HORNELL, 1..1X PORTUI110.41111100N 57200 0 ENGINEERS, INC. PH: (503) 522-41558 ,« 2008 SWOP ENGINEERS. INC. t , - - 7 in , 1 a a:1 7 0 0 w ' V W = < U 12 12 ."' "0 Z 1 I 1 1 0 i , 1 •t� Z W •— „,. z EAVE 14EIC T ' W V in to .. o. c5 al 2 • il m Q of cl ce 9 o 1 J 4" WINDOW TRIM, TYPICAL 5 V N , R 1 01 41/4 FINISH FLOOR _ _ 191! 1 IN STANDARD METAL . l 1 1 CORNER TRIM, TYPICAL 1104 1! t TO 1 1 . 1r U 12°x18` STOREFRONT 12°x14° O.1-L.D. 3°x7° w/ PAIR 3°x7° DOORS MANDOOR TYPICAL WINDOWS STANDARD METAL SIDING 14 6°x4° SLIDING IiiN1 6- .... W risi — u M . EAST (FRONT) ELEVATION SCALE: 1/4* = 1'-0" z w (...,11rikilfr>1.1 j:zi_STANDARD METAL ROOFING N EAVE MIGs1-IT 1, �� LA.i ._ D ZA r I 11 O o CI 44 0 FIN18N FLOOR `9' .1..._ --1 0 .1 4" WINDOW TRIM, - CO -C W - TYPICAL Cr STANDARD METAL (/) N w Z 1 CORNER TRIM, e \ I TYPICAL ..I-I • Ca O Cr x = Ovi < 44■C 0 •• \--TVIO 1-IOUR FIRE WALL Ln F-- (STANDARD METAL SIDING () L OVER 2 LAYERS 5/8" TYPE X 0 tQ W STANDARD METAL SIDING GWS, MSMA DESIGN No V421 Z " "' 0 SOUTH ELEVATION NORTH ELEVATION z SCALE: 1/8* = 1'-0" SCALE: 1/8* = 1'-0" ACC 444C LL. 6' METAL GUTTER W , N z Eat N a L a f Ill I 1x4 TRIM r N TYPICAL 5 R ''� Lo ��,� fir,, I ;flor*‘,„, ,11111 1 J. J. . s tr) FIN FLOOR i o . k iiif :!PUl1 N ,. 1 j •�I'1r' 1x4 TRIMd 4, % 0 ' ' TYPICAL =0 DWG. NO. .t zi STANDARD METAL SIDING A 3 Li„ Q N 1 co o WEST REAR) ELEVATION } of 10 ; 0 SCALE: 1/8 = 11-0* 050414-S — sh i ' We , 1 t, NOTES in 0 E 1 [ 5-: to 1 0 24"x36" MIRROR- 0- .- I I BOTTOM 0+3'--4" A.F.F. » . 0 20 x 18» SINK-RIM 0 LLS v"• ; 0+21s-10* MAX. A.F.F., MIN. 2 -3 CLEAR UNDER. 8 0 1 Q ELONGATED W.Q. BOWLS W/ OPEN- FRONT i. � FRONT SEATS SEAT O+1 -6 (f 1"). U C1 Q 3'-0" GRABBA! O+3'-0" A.F.F. / � �E 3-6 GRABBA t O+3 -0 A.F.F. v) ... vi Q T.P. HOLDER q+1'-7" MIN. 1 * z d at hi 1 . �� CG ELONGATED BOWL URINAL o ��/ b" PLUMBING WALL - UP 0+1'- " MAX. .. , j0.,I • ) L ` SOAP TO I 6' bIAMETER `� 0+3'-0.*.TOWEL DISP. .. o I M4NUVERING AREA' -' C► , 1 : Z Q.F.I. G W.Q. OVER WOOD STUDS a �., w......,,.,: i j i�' 4 " WALLS: ;� r I 1 4 H,. W/ PLASTIC LAMINATE FINISH TO .. 4°.-Q* A.F.F. , 0 LE t4` CEILING. ACOUSTICAL TILE IN "T' GRID - - m ■ r 4 f,r;/ —-"-" '� FLOOR: (MAIN FLOOR) 24" x36" \\ ,, '� SEALED CONCRETE SLAB MIRROR FAN ` ' r r .`4_ V.T.O. ' �, W/ 5" COVE CASE. SLOPE TO DRAIN NOT TO ---_ --� , DOTED 1:50 (2%) 3'-0I 66 vz N 49 , zPit 1'_g• 12' 3'-6'-_ .._____ BAR - W/ 5" CONE BASE. © s : n c C --1- = c © . = FLOOR DRAIN: (MAIN FLOOR) � � � ��I OILET 'f�: /I I I, 11, FLUSH W/IN FINISH,TO _-_ —?- OPENINGS N T I �' ? Z _ C a PArR ER ' ' o ' 'Og EXCEED 1/2" IN ANY _ I _ DIRECTION o i 4 cn F� r•_ . 8 (SECOND FLOOR) 7 w 1 M ! t� z °4 2'-4$ N = Z MIN' 64 N - 3'-611 1'-0"t FAUCETS: SELF-CLOSING VALVES TO .- , 5'-�i r REMAIN OPEN FOR AT LEAST ,6' ,� I 10 SECONDS PER OPERATION MAX. EXPOSED PIPING UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE k U FLOOR PLAN COVERED. NO SHARP OR ABRASIVE FRONT ELEVATION LAV. SIDE ELEVATION � z SURFACES ALLOWED UNDER LAVATORIES k i . \i, .TOILET SIDE ELEVATION ; . W W Nop z HANDICAP ACCESSIBLE TOILET ROOM `" ' - 0 1/2»=1'_Os ti Z F �� 0 csi ~1 . 2x12 STRINGER I F 2x6 JOISTS J 2x6 JOISTS, Z ' M M tb_ o/c _ 1� Ib o/c _ I b I w w - � FULL HEIGHT WALL � 2x12 STRINGER -I g ! #2 OF-L Zxb OP 24 o% . pp.. 10" STEEL GEE w " "."' --� v t� �„� / 5/8 G.W.B. EACI-i SIDE 0:1:14, 14, ,.,,,,J aC JOISTS PER ' ' L V 5 BUILDING �, .wr NANUFAGTURER , "�,� ...I w.. tai �t .,..�2x12 STRINGER / -� . __ -s,. vi) Po. z E a 2 Z z \ / 1 1/8" 2-4-1 ,»w w w PL'1rW00D Ca C la i- I- i- S 4,..AT�INGi : " _ _ _ 1 3/4" m NANORAI L in x r i CONTINUOUS TOP TO ,14 No cy n CV TYPICAL HEADER= r « _ _ BOTTOM e To 3 4 4 (2)-2x6 OR (1)-4x6 *2 DF-L ti ,� 1 1/8 Z 4 1 E30TT 1 (v tv cv W16x45 I: PLYWOOD FLOOR TREADS FIRE BLOCKING "' � k ---- • chi chi car i r Ili 10'-0" IIAX o% , - /2 PLYWOOD v JOIST RISERS "' o PER PLAN ,,,1.1 ' 'izt. imi' ' th-1-7----nlsb T \ wils c.J 84 in /-6/511 G.W.B. (in 1 �. WALLS AND CEILING 2x12 STRINGERS o `p I 1 TYPICAL ,� .� 6. EAC.I••1 SIDE r c CENTER .r `r a SI-SEAMING PLYWOOD ,� c.14T Nt au.$1•114:4( r to Lo i— 2x4 STUD WALL - /' Q I 2x4 STUD 7 i CV o WAIpLPLF 2x6 .JOIST i r� °- PER PLAN N '',e'ir� r , '``"` it, ; ' 4 01to-,, 1 4 o bu 4'-4M 91_61 4'_2M DWG. NO. i 0 o - .1 - 18'-G" 1 s 1'-6" NOTE: ALL STAIR FRAMING IS TYPICAL FRAME JOIST LO ° ! CONSTRUCTION. AND •NAILING iDPER CONVENTIONAL OVAL tO o WOOD CONSTRUCTION PRACTICES. # N 0 O co --) STAIR FRAMING PLAN STAIR SECTION 4 of 10 0 1/2"=1'-0" 1/2"=1'-0" lill 050414-S I I I - „ r in 0 0 4 • 1 0 io LA.1 "1" — �� w .. ti ___ _ ammiararcin, •.............d.. :2,.....—T---amommi L______TA ►' 2x6 CEILING JOISTS Q 24" o/c 1' I z ■ 1 (BLOCK 0 MID-SPAN) "—I-4 w/ 5/81 G.W.B. CEILING t W I W (- ' I i z SUSPENDED Q z ACOUTICAL in ,, d CEILING 2x8 PLUMBING WALL 1 _ (2x8 STUDS . 24" o/c) '• i o 1 1/4" NAT CWANNEL b w/ 5/8" G.WB. EACW SIDE 7-421 WIGW GUARD RAIL O -a� - Z . 0 024" o/cw/ 5/$" Cr.W.B. � � 1 ""�. � d 1 1/61 2-4-1 0 4;. 1 TYPICAL OFFICE WALL: PLYWOOD FLOOR �„ , Q • 2x4 STUDS i# 24" o/c SWEATWING i 9 i w/ 5/8" G.W.B. EACH SIDE i TWO 14OUR FIRE WALL I ' SEE DETAIL 4/S3 STANDARD METAL ■" t..-._, i �, 4 SIDING PER ELEVATIONS - 0 N II i� ti i 2x6 CEILING JOISTS Q 24" o/c : i (BLOCK 0 MID-SPAN) w/ 5/8" G.W.B. CEILING © I i , I s 1 f R-13 MIN. WALL INSULATION 1 0 °la ifl 4, WITH INTEGRAL VAPOR BARRIER 2x8 PLUMBING WALL " BUILDING COLUMN I Ow . . _ UNFINISWED INTERIOR (2x8 STUDS . 24 o/c) BEYOND WALL SURFACE 3 w/ 5/8" G.WB. EACW SIDE . 110111 a0 . CONCRETE FLOOR SLAB i PER PLAN 1 vier lok — —1— _I_ r / U— L J rn ii I� a I� I� I� iI t �� 'i=II`= 1FAT=T Ili j4 • ,� �, �,Iir11w rinitltllr nn - �I I-r �- - -:II'-. - .- ....J_ �I II II I I 1=1=1 1.1r Woii:towo=n a �r n— tr Iwr r r 'o ;; ,1;; rr I it II • i BUILDING CROSS SECTION 1/4-�1'—O• -,_ W M �/ illteSs*'11 1. t " 1 - ' W N 0 IA INOTE:I EXTEND TUBE TIGHT TO CLG. 0 Lij S) GRID * STRUCTURE ABOVE 12go VERTICAL WIRE TEN INSTALL BOLT TO SECURE THE ONE TUBE TO THE OTHER HANGER, LEVEL CLGi. GRID .Ca...1 � TUk� 'SHALL LAP EACH OTHER PRIOR TO SETTING A MINIMUM OF 4" IN THE TUBES IN PLACE -c J rt. EN ED POSITION. #- �uL.�� xT �► "1* 5 w UNDERSIDE OF FLOOR OR z V) N Z ROOF STRUCTURE ABOVE 0 14.1 * 0 0 17. 1:1 m i ... 0 I .04c 1/2" ELECTRICAL 0 " CONDUIT TWIN WALL of= 0 TUBE - cin 030 1.1...SLOT END OF THE TUBE C 3/4" ELECTRICAL CONDUIT TO FIT OVER CEILING," 2x8 JOISTS f 24" o/c THIN WALL TUBE RUNNER Z �-- 2 Z I. 4VA II 10' $41G14 WALL Z ,,,,4,,e, 2x4 STUDS ..... J. _# MAIN RUNNER 24" o/c Ca ,, 4..h‘z �� No. 12ga SPLAYWIRE (4) IN PLANE Q OF EACW RUNNER - VERTICAL Oa k ANGLE APPROX. 45 ALL WIRES SECURED TO RUNNERS APPROX. 2" - 4 Q FROM INTERSECTION. • N. 4 1 i 441) Pl°40 4 Po e o . FIRE SPRINKLER ° * DRILL 5/32" WOLE AND CROSS RUNNER r RISER, VERIFY lQ�.7 N INSTALL I/$" BOLT AND D LOCKING NUT LOCATION ..i- Aler- - -. 8 .,ter.,.*. 4. NOTE: ,, , ,,� L,EGENQ ' ' t�, METAL SUSPENSION SYSTEMS FOR a ACOUSTICAL TILE AND FOR LAY-IN ..,. .., y i �,: . , PANEL SYSTEMS. INSTALL IN BEARING WALL .a,..: . - o ACCORDANCE WITW U8C STANDARDS I i PRIMARY INTERIOR WALL No. 41-18 AND TABLE 23-P. DWG. NO. ,,/ .-:-.1 .0 , Li) O t . A 5 ELECTRICAL & MECHANICAL N i m f SUSPENDED CEILING BRACING ROOM CEILING FRAMING PLAN 5 of 1 O 0 ______ NOT TO SCALE 1/41' O 050414-S to 0 1 Q a) r 0 0 0 o 0 00 ! Y 1...1 801-0" 4 W 1- I„ �-- 20'-0" / 20'-0" r 20'-0" / 20'-0" '4 1111 , t.) 0 10" 1q'-2" iq'-2" 10" �, 1 ,J✓�`r' �...�....� ti 7'-10" , 101-4" 1'-10 s ( ' t/'n ui .-- — z Id 21-5" 31-7" { C Q- z 1'-4" x 1'-411 x 1'-0" MONO FTG 8" WIDE x 1'-6" DEEP p d w/ (4)-3/4". x 10" A.B. s GRADE BEAM w/ (1)—#4 x 5'-0" BENT BAR 4, S2 ■— w/ (1)—#4 x CONT 0 i " \ 4" TOP 4 BOTTOM, TYP. n I 1 .' 1 Ob g r7 i O, ( j tv 1 1 -V I I _ -, 0 Cr m r_, O I I r-�---- r------1---r--, 1---I ��i,� '/ I I I _ I rrr' 1 1 I I - / I \ 4 2 2 2 CROSS BRACT 1 -t--— !,...._ 0 �—.. --� Q 0 O O I O i 0 ‘ I U awa x / 3 la oa 0: kirl ,, i J `-- —J. l I 1 S.C. S2 5'-0" x 5'-O" x 1'-0" FOOTING \--61-0" x 6'-0" x 1'-6" FOOTING w/ (6)-#4 x 4'-6" EACH WAY w/ (6)-#5 x 5'-6" EACH WAY Si-i t i a a w/ (4)-3/414 x 1'-4" A.B.'s w/ (4)-3/4"O x 1'-4" A.B.'s "i I b -O x b -0 x� 1 6 FOOTING w/ (1)-#4 x 10'-0" HAIRPIN w/ (1)-#4 x 10'-0" HAIRPIN .J E w/ (6)-#5X5 6 EACH WAY w/ (4)-3/414 x 1'-4" A.B.'s O'-6" D'-6" 3 ,,- \ w/ -#4 x 10-0" HAIRPIN a '-q" a 4'-q" �) 4 -q '� 4 _q z �� 1 p 0'-b" 1 6" CONCRETE SLAB V \\ _ w/ #4 f� 18 o/c EACH WAY g = o z OVER MIN. b" (O-3/4") 1 = 0 ' g FREE DRAINING BASE FILL ( al 4 0 1 I TT it I cv 8i_ba SEE DETAIL 1/32 4 —O xb —0 xl —8 FOOTING N 0 U• 4 ,di 4 1 - w/ (b)-#5 REBAR EACI.1 WAY 8 S2 N I V 3 I U I w/ (4)-3/414 x 1'-4" A.B.'s U z 46 S2 w/ (1)-#4 x 10'-0" HAIRPIN ` 0 ft V V V Q'— " 3' N N �► N it-o" w 6'-0" x 6'-O" x 11-6" FOOTING S.C. 6'-0" x 6'-0" x 1'-6" MONO FOOTING 14 TYP w/ (6)-#5 X 5'-6" EACH WAY w/ 6 -#5 x -b W •Y w/ (4)-3/4"4) x 1'-4" A.B.'s 1 w/ (4)-3/4'4 x 1'-4" A.B.'s 8'-b" w _ w/ (1)-#4 x 10'-O" HAIRPIN . r � w 04-6" r , U U �! r --- ---- to (n 3 ^ O 4'_qa 44_9a 1 r , O ' F„" 41-0" x 81-0" x 1'-6" FOOTINGS 0 0 -SI w/ (6)-#5 X 7'-b" LONG. 0 Z IL s 0 -- - .. -- t 4 (q)-#5 x 3'-6" TRANS. III 4--_ �, _� - 1 � � • � w/ (1 }#4 x�0'-0"a A.B.'s K k• { t s3 ' O HAIRPIN 0 - 0 I I I � L_ J pI.. • L. -..- J L /- J a 41-944 l_qm WIDE x 8" DEEP =SHOVEL FOOTING O1 4711-4N w/ (2)-#4 x CONT. S.C. 0 N 1 O , 64-0" x 61-0 x 1'b" MONO FOOTING 0 34-041 x 34-0" x 1'-6" MONO F I NG \-54-044 x 5'-OM x 1'-b" MONO FOOTING '- "AIM l'-O" , I J _ w/ !7)-#5 X 64-0" _.....•EAGH WAY - � w/ , )-3/4"� x 1'-4" A.B.'s gI w/ (4)-1t4 X 2'-6" EACH WAY w/ (6)-#4 X 4'-6" EACH WAY 0 ILO r i w/ (4)-3/4 . x 1 -4 A.B.'s w/ (4)-3/4440 x i -4 A.B.'s Z J LcD) TYP . I Q I 1 --1 I © _._I _ _ _ _ _ _ _ _ _ _ Z 0 o L ""'-" ""'_" 3'-6" x 3'-6" x i'-0H FOOTING w Z J QJ a -' w/ (4)-#4 x 3'-0" EACH WAY v N w/ (4)-3/4". x It-444 A.B.'s "v- s—i 0 .. pi w/ (I)-#4+ x 10'-04' HAIRPIN N Lii - vJ 1YP i -0 " ( Z 64-644 b 44C I-I-1 0 C.) +O S.0 `" _..I QC ; c�% i (1.• 0 IA < - < „,„ 0 • • Ct — - Z 0 , ,, / ,O O O & I \ -- � L * CROSS B�►CI I J j_1_ 1 1 1 E ,r_._ _-� i CROSS BRACING, _ - — i •‹ .Z 0 1 L 1 I I 1 / 11 N4 0 J \S2 wax\ ............41 4110 Q Q I I 11 Z I I S1 I 0 0 1 I LI- ci Q op .‘ • CT CD 00 PROfto ie co 04 I mite t o o _ 0 10" / lq'-2" / 5'-4" 12'-4" 0 2'-4" 1'-10 12'-4" 5'-10" 1q'-2" 10" tor o �- 204-0" 204-0" �, 204-044 204-044 / * s� 804-0" / 'VC PEAS IEXP : QC. 31. , : 4 0 0 0 0 0 DWG. No. .,. -,-,-, . . NOTE: SAWCUT AND CONSTRUCTION JOINT LOCATIONS SHOWN ARE SUGGESTED, (D CONTRACTOR MAY VARY FOR EASE OF CONSTRUCTION. s 1 „ u) 0 o 1(a N FOUNATION PLAN CO 0 1/41.=1 -o 6 of 10 050414-S . k I 1 Q Q b" CONCRETE SLAB a 1/21 1/21x21-01 W w ET • LA OC b GONG. SLAB MAKE SAWCUT 1 1/2 DEEP SLAB REINI'�bRCING SMOOTH ••isi/ #4 a EACH WAY w/ #4 18 OC W I TI-II N 8 HOURS OF POUR FILL w/ #4 !� 18" OC DOWEL 036 OG N .- -i EA. WAY w/ EXPANDING JNT COMPOUND EA. WAY DISCONTINUE Q w/ 1/2140x 1 -0 1 _ /-61 SLAB 10 b" CONG SLAB Ca. U CONSTRUCTION JOINTS PVC SLEEVE ) #4xGONT. TOP t BTM. PER PLAN PER PLAN z z a a ".•,Pivnonwor, .,r ::::•!.Pf:: :144444' .. .. .. . J8Ah ' w (1}-#4xCONT. o 111111.=1111 111111:. I-_111111 LOCATIONS 9 ... ,. ..1 TOP. t STM. Co w____ 0 / APPROVED NATIVE , a. BEARING STRATA b" COMPACTED 6$ Q OR COMPACTED DRAINAGE SASE 8a 4 1 6 14"1 z Z b o STRUCTURAL FILL 8 g ; 1/3/: -, 1 . TYPICAL SLAB CONSTRUCTION TYPICAL SAWCUT JOINT TYPICAL CONSTRUCTION JOINT TYPICAL GRADE BEAM 4 GRADE BEAM 0 OPENING 0 '.1'- M 3/4"=1'-0" 3/4"=1'-0" ��+� 3/40.1.-0" S2 3/4"=1'-0" ' r 101 Will 1 • 8" 2N X • PLATE PER PLAN PP � = ..--% (OUTSIDE OF A.S.) 2x STUDS • 16" o/c 1 i , —4"--/- 2x P.T. SILL PLATE `_ .. S/8" C.hLE3. f w/ POWDER ACTUATED o -•� ,--_--� ,4 • ; SIDE ANCHORS i0 24 o/c or •- r----- ; 1/2"0 HKB-11 048" o/c b" CONC. SLAB _ I THRUST PLATE PER ; w/ #4 • 18" o/c EM N 5" I $1. , ( P . L � PLAN (OUTSIDE OF A.5.) 3" (2)-5/8"�x1'-0" A.8.'s ait r w/ 2" PROJ. # 4" BTM. HK. , 4 I ANCHOR SOLT5 or 14K5-II I w/ 4" EMBED. DIAMETER LENGTH PROJECTION i4" GONG. SLAB ' 7PER PLAN " 1 " M PER PLAN ,..i 3/4M 1 4" 2" ---- --- -- ✓ 7/8 1 -b 2 C �� / I" 1'—9" 2" r 1 1/8" 2' 2 1 " r/1/// /// � [ir r UPLIFT PLATE a" 4 21 " � (1)-#4 BAR CONT. PER PLAN APPROVED NATIVE _ *MINIMUM VERIFY W/ MFR. `�' `TOP 4 80TT. N - ' St �SIDES t BTM. 12N � \\040., 11 41 Z 11_b" SO (I)-#4 SAR x 12" 12" M , t. 0 ' WALL ON SLAB STAIR LANDING FOUNDATION SLAB TYPICAL PLATE TO ANCHOR BOLT CONNECTION NON—BEARING 3/4":1'-p" 3/4"=1'-0" N.T.S. S2 ;;.. �. : 0 ._.ice 0 0 0 N a I s 'ON y ,r 4N 1 _Q X4 10" 4" I 101 4" - r .-1 r L IN r 1 ............0....T • • 1 - I 0 r 1 z La • • J o i i i M I IN � I i i CD Q . I = i i L i L I t o N IN H 14 ..... .._, iii 3 ` ---- ----- r i LL.! 0 _____- • • i ----- • • ... .414( 1 -- w• • el() , c,ta 0. ' z., 1, 0 ...._..,_,...___._ N C3 40 VS < 0 QV! . . �4" 10" Z : in r= ,, , . . OPP Imo,,, Niv LAND • swiliwit 0 r 1— L r- -1 14 7 I 1 L ...0 ZL! ilia OPP , A.B. • c, FTC. cv N i N 1 0 �� * HAND (4)-3/4 x 1 -4 A.S. s 0 r PRO J. .1N Ci I-IK w (4)R-1:51//4"4� x i'-4" A.S.'s c) p a N W/ 2 PROD. # 4 13TM. (4)-3/4"0 x 1i_4N A.B.'s 1'-0" N 4 10 a s a 0 ,� �► w/ (i}-i 1/2 xb x3/8 UPLIFT N N r w/ 2 PROM. # 4 BTM. HK. ' Law d N a w/ 2 PROJ. t 4 t3TM. HK. (4)-3/4'd1► x 1'-4 N A.8.'s f 10 4 4 THRUST PLATE EACH PAIR 10" 4" N N N 2" 2" w/ 2axb"x3/8" UPLIFT L r- -1 2 P . # 4 STM. HK. ADD Gi�►��55► PLATES • GRID 83 � (1)-1 i/2 xb x3/8 UPLIFT '�r'� THT # CROSS PLATES Q # 'THRUST PLATE EACH PAIR IE, A.S. # 0E, FTC. < HAIRPIN _ _ CONT. HAIPIN i -#4 BAR CONT. HPI + EACH PAIR (4)-3/4". x 1'-4" A.0.' ` PER PLAN (1) #4 BAR CONT. (1) #4 SAR T. V/ ; N q ( } 1 PER PLAN CONT. GRADE ' i fr CONC. SLAF3 1'-2"I w/ 2" PROD. • 4" F�'#"I"1. 1 r f ' co TOP # SOTT. TOP # SOTT. TOP # BOTT. /PER . SLAB b GONG. SLAB SEAM REINF. PER PLAN r " M M ,. '© b" GONG. SLAB " 2 w/ 1 1/2 xi► x3/$ UPI.i#"t'PLAN PER PLAN HAIRPIN THRUST # Gii ► .0 , i G in PER. PLAN GOVT. GRADE N SEAM o G _ //l //l 1 ° ' """' 'O z PER t1. 1 �s .,�.■ i , O` 1 ` /// /// 1 '� � �1 1 , � s O O 4 _ `, ; b � i I�` _ 1 / /REINF. �\:, �� ; , " G SIDES t STM. . 1 - p / PERPLAN ;o �' 3" CLR. /SEEPLAPJ o OW . NO. / REINP. Q 1 i ' ' � � N. t- S in I! T 51DES t S .t 1 j • FOR REINF. i t • • FOR REINF.,�, M. 51 DES :112E, _3'-b" SQ �_ a �_ N i_ N # STM.b 0 SQ 5 0 SQ b 0 SQ. 4'-0" x 8'-0" i3T . .--) 0 END WALL FOOTING 0 10 END WALL FOOTING 0 CORNER FOOTING D 0 ,C��NER FOOTING � rii- END WALL FOOTING O �� 7 . � 1 1; 2 LOCATIONS 3/4"=1'-0" 2 LOCATIONS $2 3/4"=1'-0" 4 LOCATIONS 3/4"=1•-0" 1 LOCATION S2 3/4"=1'-0" 1 LOCATION- 050414-S 0 - -,,,,,-- STANDARD GO c• A.8. ,. C FTC. Q METAL ,,.••• ?-: GUTTER C A.B. • C, FTC. ,; 11-V 1 N N 2 2 EAVE HEIGHTS ��: 2 2 (il 14. 94111:6•4164 4" 10" �' I r r i I z I ill r t -' r -tI —,------ — H—rE— 1 I I alai , /i `fir w WY , .. t t t ` Irl t •• 2 �. .,,:,x n t t t t ;; j 0 t �� a i I d . I 1 - N t 1 I , R im_.me. gi si4 , ___H • • k4 A i ! N 4 '" N 087F125-18 ('7/6 HAT CHANNEL) I l� FURRING. STRIPS i1 24"0% w/ (2)-3/8" SELF DRILLINGS le PAN MEAD SHEET METAL TYPE SCREWS, EACH LEG 0 EACH WALL 111 ' Oil I: GIRT. 1 12 T. 1 1 , 1 s ig f , , L --1 J ;o (2) LAYERS 5/8" TYPE "X" - I j GYPSUM WALLBOARD L J g SASE LAYER w/ 1 1/4" SELF DRILLING BUGLE HEAD I L -' SCREWS 18" o/c 1-IORIZ. ■ SECOND LAYER w/ 1 5/8" I SELF DRILLING BUGLE HEAD SCREWS /i 6" o/c 1-IORIZ. ,,) OFFSET JOINTS 24" ANY DIRECTION Z 0 i a STANDARD � . METAL , , F N-0' 0 0 SIDING PER 1' 0 AND — A.B. FTC. A.B. _ .FTC. Qs, A.B. Q. FTC. _ ELEVATION 1 �j 2 LAYERS 5/8" 'TYPE 'X' G.W.B. \,...- !i N " _ " (4)-3/44 x 1'-4" A.S.'s 4 -3/4". x 1'-4" A.B.'s BASE LAYER w/ 1 1/4 TYPE S �I BUGLE HEAD SCREWS 0 24 0/c (4)-3/4'4 x t 4 A.S. s C ) " I N 1'-2" t w/ 2" PROJ. # 4" 8TM. HK. w/ 2" PROD. # 4" 8TM. HK. w/ 2" PROD. t 4" 8111 HK. 1 -O r s i SECOND LAYER w/ I 5/8" TYPE S z 2" 2" w/ 1 1/2"x6"x3/8" UPLIFT 2" t 2" w/ 1 1/2"x6"x3/8" UPLIFT w/ 1 1/2"x6"x3/8" UPLIFT 2" 2" i; ) 121 U +� CROSS PLATES � THRUST PLATES THRUST +� CROSS PLATES '�r r j � OGLE DEAD SCREWS i� 12 a/c �-+ THRUST 053► LA EACH PAIR � OFFSET JOINTS 24' ANY DIR�TION _ � � EACH PAIR " t 6" CONC. SLAB 6" CONC. SLAB I II 1 CONT. GRADE � t � b GONG. SLAB I I t t ; GOVT. GRADE [PER PLAN PER PLAN PER PLAN , i it if , BEAM REINF. I 1 Aiiii BEAM REINF. I HAIRPIN HAIRPIN ' G&I PER PLAN PER PLAN 1 -- ., , al ,E lii IL N 1 , INV • 0 'I b" WALL GIRTS o z /// /// 1 ° + z g li II 1� • 40" o% i �` a TWO HOUR RATED 1 2 Irmangi cssi i + ° ; 'SEE AN SEE PLAN `'- ° , WALL ASSEMB .Y o L J INF. r r t, FOR REINF.. SIDES 3" GLR• j i • ! 'x M SIDES SEE PLAN '� ��701 ° � i�0 -,�.:0 Z;444!i;./,.0 0 0 . . . . . . . X 14 81'1''1. FOR F 3 CLR 1 • ,4=114:144111111-1.111--- �i • a b'-D" SQ. SIZE PER PLAN SIDES "'"'_' it 1 1-110.1 I - ; 0 ;' --1 i V) ' L4J —•J -` . NO WALL. FOOTING C-.) END WALL FOOTING 0000 CORNER FOOTING Q EXTERIOR TWO HOUR WALL SECTION /. 4*a 1'.*O" 2 LOCATIONS 3/4"-1'-0" 1 LOCATION EACH 3/4"==1'-0" 1 LOCATION 1/2"-1'-0" g / Ui... DESIGN No V421 ((). ig-• La * cam GOIIPRESS INSULATION 4 14.4 corm/tat Z 0 EXTEND GWS TIGHT TO METAL ROOF (CUT IA (,,,, •• AROUND t SEAL AT CI 4 in p7 °4 RIGID FRAMES) z 0 a 6" WALL GIRTS 40 �•.• •ift 040" O/C a a a) 000000000,000000014•eff 4_ -- •■•■••••■•■ /1"... 4111a Ifili �. __ - 087F125-18 (7/8 HAT CHANNEL)--NN METAL BLDG. -r EAVE STRUT --" ------ , FURRING STRIPS 0 24"o/c Z I \ w/ (2)-3/8" SELF-DRILLING (2)-LAYERS 5/8" TYPE "X" ADDITIONAL b" 'C '� PAN HEAD SHEET METAL TYPE 0 it GIRT CLIP ' , GYPSUM WALLBOARD Z los. WALL GI OR �� V AL�I�ONE LEG � °� BASE LAYER w/ 1 1/4" SELF DRILLING . (.1 "1.0 SUPPORT G.W.B. . BUGLE HEAD SCREWS f� a o% HORIZ. Z STANDARP' METAL �� `, SECOND LAYER w/ 1 5/6" SELF 0 o 1I N M N DRILLING BUGLE HEAD SCREWS ei 8" o/c ^ ►- ;�� 1 (2)-LAYERS 5/8 T'Y'PE X GWB D ICI.., / ik' }___- -"`- BASE LAYER w/ 1 1/4" TYPE S HORIZ. (MATCH GIRT SPACING) , T. N N N �.! " o/c (2) LAYERS 5/8 TYPE X GWB. ► BUGLE NEAR SCREWS • 24 a3AaE LASER ua/ 1 1/4" SELF !kJ i SECOND LAYER w/ 1 5/8" TYPES 4+ \....21,11 D BUGk " Tr0M E E LAYEFRAME ATTACH PER MANUFACTURER' BEYOND O ° SECOND LAYER w/ 1 5/8" SELF + N 0 PRI1 l�.�#' ti..SUGLE HEAD SCREWS 6 BASE TRACK ' N _ •• V ''o/C .,HQR!Z. OFFSET JOINTS �• 6" GONG. SLAB FINISI-I 24 ANY .'O1 ►ECTION �41 S /8" TYPE "X" GWB. PER PLAN - ;,,... 7.:- GRADE ,�li► ,,� �, o , (2) LAYERS 5 1.' i' y . S BASE t..AYER w/ 1 I/4" TYPE S 6" WALL GIRTS N IL , ..'o 8UG LE! HEAD SG 0 24 o/c •-...iii,:- ...,.;° 40" o/c SECOND LAYER w�/8" TYPE S 4 BUGLE HEAD SCREWS 0 12" o/c \ , o OFFSET JOINTS 24" ANY DIRECTION 0 . 087F125-18 (7/8" HAT CHANNEL) DWG, NO, Zi FURRING STRIPS 0 24"o/c 1.0 0 w/ (2)-3/6 SELF-DRILLING PAN HEAD ' . SHEET METAL TYPE SCREWS, ONE EACH s 3 o LEG Q EACH WALL GIRT. N N co O --) TWO SOUR WALL AT EAVE TWO HOUR WALL AT SILL 8 of 1 0 3 0 /4P-r-00 UL DESIGN No V421 0 3/4"=1'-O" UL DESIGN No V421 050414-S in Q SECOND FLOOR —/"--- 2x �-SRN6. WALL .-�� 2x4 STUDS � 16' 0/C REST ROOM � Zx NON-BRN4. WALL. " Q 2x4 STUDS � 16 0/C 2x PLATE �Z�c4 P.T. PLATE �—�2u4 P.T. PLATE 1 1/8" 2-4-1 ZFLOOR� (2)' 2x PLATE W/ (Z) 12d NAILS g �" W/ (2)- • 48' O.C. W/ (2)- • 16' O.G. PLYWOOD FLOOR •• EA. JOIST O EA. JOIST SHEATHING JOISTS I 1/8" PLYWOOD SUSFLOOR il 1/8" PLYWOOD 1/8" PLYWOOD PER PLANS SHEATHING PER PLAN /-.1 SNEATHIN4 PER PLAN PLAN -"\ BLAGKIN4 ;AThN X A -0' O/G Iwo, 6 as • W. I I FLOOR JOISTS � � 71.1 I II! � s � N. PER PLAN �. - m. � rt .Z = \ `D9L. J015TS UNDER �a \ �a FLOOR JOISTS � ; �sa `--FLOOR J015T5 WALL PER PLAN - l�_ �-SIMP£ON DTC TRUSS a "' PER PLAN BLKG�. PANEL PER PLANS FIRST FLOOR CLIP • 4'-0" O/C Q „ 0 • 48" O.C. REST ROOM � SIMPSON DTC TRUSS i p w/ (Z)-�10 Zx NON-BRN4. WALL CLIP • 4'-0" 0/C � o 0 TO TEK JOISTS •SCREWS ��- �2x NON-BRNG. WALL ''z: PARALLEL PERPENDICULAR PARALLEL FLOOR JOISTS 0 NONBEARING WALL Ai FLOOR JOIST 0 NONBEARING WALL z FLOOR JOISTS 0 NONBEARING WALL lee-r-o" Ilay 3/4~.1.-o. s4, 3/4..1.-o. 0 1 I/8' 2-4-1 PLYWOOD WI/ 1 i 1/2" PLYWOOD I I/8' PLYWD. FLOOR SNEATFIING r � EM;"' ¢ 1�1�'iMS 10' STEEL GEC IP ■ 1 JOISTS PER BUILDING �— 2x4 RAILS i 13' o/c ��Mp�,ap II MANUFAGTUR�R SECOND FLOOR pER��I�TION w� (2)-t�.d EACH 1"R�.AR+4 I ,REST ROOM MANUFACTURER VERTICAL I — -• 2x4 STUD • EACH JOIST 1 gir .._.�'' �, JOISTS ,sz � 11B' 2-4-1 PLYWOOD (3)-�t12 SCREWS TNRU' Zy 1 1/8" 2-4-I PLYWOOD 4x4 STANDARD 1 �' PER PLAN i � m FLOOR SNEAtNIN4 JOIST INTO STUD, TYPICAL I FLOOR SHEATHIN4 � • 46'o/c MAX. !— I A-35 EA. SIDE OF 0 1 i 10' STEEL GEE �..TZ';:::iN8 CNTR. JACK j�'^ s BUILD N4� i'JOISTSE PERK ' NOTCHED 2xi2 STAIR JACKS ` \ U (1) EA. SIDE � (1) CENTER I%;D ;IoN UTURER C2)-6/8"� TNRU' BOLTS FACE NAIL SIDE JACKS W/ PER STANDARD ��MAN N. f —... t!'-L" A.F.F.s 1 z (2) 16d EA. STUD. �51'AIRWELL� � �, �..,lit. ' 2x6 CEILING J!;:f•0 TYPE "X' JOISTS •-- � _ HEADER // " PER PLAN �— � L-17 PER PLAN FLOpR V WI6xA5 FLOOR BEAM II" BEAM n PER BUILDING - r � �� W \-----,,z 10 STEEL GEE W • MANUFACTURER STLANDARD EACH Cv z FIRST FLOOR "-11r— REST ROOM PERPENDICULAR HALF WALL 0 PERPENDICULAR Ikr, , 0 TYPICAL STAIR FRAMING e FLOOR JOIST 0 FLOOR BEAM e FLOOR JOIST 0 FLOOR BEAM p MEZZANINE RAILING. e "} l'i Z 4/4�'��.^p" 3/4"=1'-0• 3/4•=,•_0• gar 3/4•=1•_0• W ROOF pURLINS 3625162-33 STRUTS BETWEEN ROOF R-13 INSUL. TYf'. JOIST CONNECTION EL. VARIES: PANELS 3 b' MAX. O.G. PER BUILDING k•••.•.�♦�••..�I S Alb-ill 2 __■ 0141 ç4;MA►JUFAGTURER —.�- 1 I/8" 2-4-I PLYWOOD C W " � ��- 1/8" Z-4-I PLYWOOD m FLOOR SNEA�NIN�. � ..s--.1 INVERTED TRACK 4AP Pr- �-'--- i��:�m 0 � , 1 FLOW SNFJ1THING <is 800TZ00-33 w/ 4' LEGS � 'M 10" STEEL CEE � 10' STEEL CEE STAIRWELL N 7� ,�� '�-� 600T200-33 TRACK z V JOISTS PER JOISTS PER w/ 4' LEGS 4 n 4 INVERTED LI W Z:J BIJILDIN6i 6 BUILDING DOUBLE 2xG SPECIAL Ib GA. �910 "J �AC,TURER MANUF�►GTURER 2x4 STUDS � TOP PLATE • 24' o%, TYP.� �ACS J 1111 i �� I i 1 2xb STUDS � 4E14 Vi� � �j 0 � C�WB EA. SIDE • 24 ac UPPER ENTRY sia° caws (in �"' � Z L �. "� )111100, EA. SIDE, TYP. J . ICg� ' L7 O wt`X•w FwoR e� UPPER PAR BUILDING mil_- ..... � 4 � MANUFACTURER � WAREHOUSE � ,��r � C3 � .....4,....... ......+,..... 1.4.1 in 1"" o FULL HEIGHT WALL DEMISING WALL 0 to co Li_ FLOOR JOIST 0 SECOND FLOOR LANDING e WALL PARALLEL TO FLOOR JOISTS e PERPENDICULAR TO ROOF PURLIN ,o PARALLEL TO ROOF PURLIN G► $�4"-1.-4" 3/4'=1'-0' , 3/e'1.-0. S4 3/4'=1'-0' 0 0 z '1". ,, Z 4 .., '2 1"1"Pe < , # METAL ROOFING /y z PER BUILDIN4 �"�'* MANUFACTURER L. a f j 1, a .... ..., 1 --4 yr tt, r IL jo po a a a ...oe' -1,--( ,. sc-D: ROOF PURLINS ■ PER BUILDING � 1s . � ° MANUFACTURER 1 ' �` 3 N RIGID FRAE BEAM � 11'� l�' ' J PER BUILDING °". zi o MANUFACTURER . . PWQ, O. • s $x3x1/4 ANGLE x 0'-3" \---4x4 WOOD o w/ (2)-TEK SCREWS GUARD RAIL s4 TO RIGID FRAME FLANGE POST PER PLAN N TO 4x4 WOOD POST IN 1!/�(r" x 2" VERTICAL SLOT -) GUA FD RAIL COLUMN CONN. CAD RIGID FRAME � � gf a�+•�r.-o• e 050414-5 . T.S. 1 1/2x1 1/2x3/16 POST . 5'-8"o/c MAX. TYP. (1-IORIZ. PROJECTED DIMENSION) O lin • a T.S. 1 1/2x1 1/2x3/16 POST O • b'-4"o/c MAX., TYP. ' m (HORIZ. PROJECTED DIMENSION) 1 1/2" SQ. TUBE HANDRAIL 0 0 Z T.S. 1 1/2x1 1/2x3/16 RAILING C10x15.3 .- E a • • 12 1/2 o/c TYPICAL '3/16 / TYP. b T.S. 1 1/2x1 1/2x3/16 RAILING Y C 10x15.3 STRINGER • 12 1/2 o/c, TYPICAL U L j 3/8" END PLATE x 3"x12"t w 7 I - w/ (2)-1/2"0 M.B.'s TYP BOTH SIDES 1 < I �� E BOARD U D _—) , 1 1 1/2" SQ. TUBE m / 5"XV4"XCONT. """"" i TYP. N 41' 7 HANDRAIL" TYP. ■ 3/I4 `(ry C 10x15.3 STRINGER ,� OPENGRIP TREAD n i :i TYP BOTH SIDES W fir m \ . 3/16 CAP PLATE W�m .. � "OPENGRIP" TREAD N I\\ A/UEXPBOLT 1/S 2 ,--�� _ 153. 0 W 3" " (3 MIN EMBED.) © o. T84x4x3/i6 I I!-1 I��`- ° a r; m Z 3 C 10x15.3 C1-IANN EL ° .�,.Y,P U Z ill 1 i. STRINGER 3/16 4 V8. 2 • i Z n 31-0" STW 12" "OPENGiRIP" TREAD \-L 4x3x1/4 - o• STRINGERS @ MI DSPAN CO N *— 11I�I 1 i CONC. LANDING SNEAK TAB 0 it 10 .; " W/ #3 @ 18" OC C10x15.3- 3x1/4"x 0'-4" NOTE: 1 1/4". PIPE RAILING CAN BE USED AS AN ALTERNATIVE. 1'-O" EA. WAY W/ (2) 1/2". A307 (TYP. J .. t TYPICAL HANDRAIL STRINGER CONNECTION STRINGER CONNECTION HANDRAIL 0 LANDING el S ,. ,, S/4"=1'-0" 3/4"=1'-0" gøJ :a 'floor? 61 CC I-- Cr . 0 �814r _ R u 1 m co 0 '', i- w •- i g J 3 0 ❑ P ' g . Z o d in \ Li Z I. H k'„qk w VI / 4 1:4 / / \ I W / \ ,' F 1 F 1 \01.. 1 I I -� ..-j•-•-•-•Tirm I i,- ) / -4--I• C10x15.3 0 Z 1 1/2" TUBE STEEL Q / --a= / No , OR 1 1/4" STANDARD PIPE Q / / RAILING EACH SIDE /;....,.••.•. / / / / // / . 1 / / / .i / / •.......11..11,// N , i ,. / . / / / / / / ., 1111 ., / w Z --- / TS4x4x3/16 z w II N " // / 0 Q > —..I 12 OPENGRI P / / -- ,..... TREAD I-p" // // .[.[...1 0 . �' w wO alma C 10x15.3 STRINGER / / / (,f �` Z TYP BOTH SIDES / / . W � / REFER TO DETAIL •- / // 8/52 FOR ANCHOR 'Q ct , MIMI= 0 v; < N. r ir / / / •....� 169a FILLER PLATE BOLT AND SASE �""" O .--- .------;''' / PLATE INFO. Cl3 �� („� //1146 - t / // 3 ---0- 3" CONC LANDING /0•0•01k �/ w W/ #3 @ 18" OC / - EA. 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