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Plans PROJECT ED E SC R I PTI O N 2" PLANKS EA ROOF RAFTERS TO RIDGE 2 -16d BRING a.) T ALL NAILS ARE SMOOTH - COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING THESE DRAWINGS DESCRIBE THE WORK TO REMOVE THE EXISTING KITCHEN WALL, VALLEY OR HIP RAFTERS: 4 -16d - CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS TOE NAIL 3 -16d SHOWN: 80 ksi FOR SHANK DIAMETER OF 0.192 INCH (20d COMMON NAIL), 90 ksi RECEIVED FLOOR AND BUILD A NEW FRAME WALL. THERE IS NO FOUNDATION WORK NO INCH, AND 100 ksi FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. EXCAVATION, NO EXTENSION BEYOND THE EXISTING FOOTPRINT, NO CONCRETE, RAFTER TIES TO RAFTERS, 3 -8 d - b.) STAPLES ARE 16 GAGE WIRE AND HAVE MINIMUM 7/16" ON DIAMETER CROWN AND NO SITE WORK. ALL CONSTRUCTION WILL OCCUR UNDER THE EXISTING ROOF. FACE NAIL WIDTH. hilAR - 3 20 WORK DESCRIBING FINISHES AND OTHER CONSTRUCTION NOT SHOWN ON THESE COLLAR TIE TO RAFTER, FACE 3 -10 d - OR 1 1/4" X 20 c.) NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL f 1 DRAWINGS HAS BEEN PROVIDED BY OTHERS. NAIL GTGGE SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. d.) 4 BY 8 FOOT OR 4 FOOT BY 9 FOOT PANELS SHALL BE APPLIED VERTICALLY. CITY OFTIGA,r FASTENER SCHEDULE BASED PLYWOOD, AND WOOD STRUCTURAL PANELS: SUBFLOOR, ROOF AND WALL e.) SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON BUILD D IVISION SHEATHING TO FRAMING TABLE R602.3(2). PARTICLE BOARD WALL SHEATHING TO FRAMING f.) FOR REGIONS HAVING BASIC WIND SPEED OF 110 MPH OR GREATER: 8d U PON BUILDING FASTENERS EDGES . INTERMEDIATE DEFORMED (2 1/2" X 0.1201 NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND MATERIALS (INCHES)' SUPPORT S WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48- (INCHES) C. INCH DISTANCE FROM GABLE END WALLS, IF MEAN ROOF HEIGHT IS MORE THAN 5/16" — 1/2" 6d COMMON NAIL (SUBFLOOR, WALL) 6 12 25 FEET, UP TO 35 FEET MAXIMUM. 8d COMMON NAIL (ROOF) f g.) FOR REGIONS HAVING BASIC WIND SPEED OF LESS THAN 110 MPH NAILS FOR 08 OREGON RESIDENTIAL 19/32 " — 1" 8d COMMON NAIL 6 129 FRAMING S ALLL SPACED 6 ON W EN O BASIC W ND SPEED IS It_ S PECIALTY CODE 1 1/8" — 1 1/4" 10d COMMON NAIL OR 8d 6 12 GREATER THAN 100 MPH NAILS ATTACHING PANEL SHEATHING TO DEFORMED NAIL INTERMEDIATE SUPPORTS SHALL L B BE SPACED 6 INCHES ON ON CENTER FOR FOR OTHER WALL SHEATHING'' MINIMUM 48 -INCH DISTANCE FROM RIDGES EAVES AND GABLE END WALLS; A RGO /ARCHITECT 1/2" GYPSUM 1 1/2" GALVANIZED ROOFING NAIL; 4 8 AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING BUILDING ELEMENTS k FASTENER "° ` SPACING WALL 6d COMMON NAIL h.) GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED JOIST TO SILL OR GIRDER, 3 -8d - SHEATHING STAPLE GALVANIZED 1 1/2" LONG; IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM ASTM d 1 1/4" SCREWS, TYPE W OR S C 208. i. ) SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO TOE NAIL 7840 SOUTHWEST 13V AVENUE 2 INCH SUBFLOOR TO JOIST OF 2 -16d - 5/8" GYPSUM 1 3/4" GALVANIZED ROOFING NAIL; 4 8 PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING BEAVERTON, OREGON 97008 GIRDER, BLIND & FACE NAIL WALL 8d COMMON NAILL AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF 503,726 - 4367 F: 503.726 - 4369 SOLE PLATE TO JOIST SOLID 16d 16" O.C. SHEATHING STAPLE: GALVANIZED, 1 5/8" LONG; SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING DECK OR BLOCKING, FzACE d 1 5/8" SCREWS, TYPE W OR S MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR INFO @ARGOARCHITECT.COM NAIL PLYWOOD AND WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED COPYRIGHT 2011 aRGo/arxHTECr TOP OR SOLE PLATE TO 2 -16d - UNDERLAYMENT TO FRAMING. NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. STUD. END NAIL 3/4" AND 8d COMMON OR 6d DEFORMED NAIL 6 12 FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID STUD TO SOLE PLATE, TOE 3-8d OR 2 -16d LESS BLOCKING. 7 /g" — 1" 8d COMMON OR 8d DEFORMED NAIL 6 12 j.) INTERIOR NON - BRACED WALL LINES MAY BE NAILED WITH MINIMUM 4 -10d NAILS. NAIL k.) REFER TO 2008 OREGON RESIDENTIAL SPECIALTY CODE TABLE R602.3(1) FOR SOLE PLATE TO JOIST SOLID 3 -16d j - 1 1/8" — 1 1/4" NAI COMMON OR 8d DEFORMED 6 12 ANY MEMBERS NOT COVERED HERE. DECK OR BLOCKING AT �1 BRACED WALL PANELS j PLYWOOD AND WOOD STRUCTURAL PANELS SUBFLOOR, ROOF AND WALL � �- $D 4 ► DOUBLE STUDS, FACE NAIL 10d 24" O.C. SHEATHING TO FRAMING. C BLOCKING BETWEEN JOISTS 3 -8d - UP TO 1/2" STAPLE 15 GA. 1 %" 4 8 OR RAFTERS TO TOP PLATE, 0.097 -0.099 NAIL 2'/:' 3 6 Approved plans � ti� TOE NAIL RIM JOIST TO TOP PLATE, TOE 8d 6" O.C. STAPLE 16 GA. 1 ' /." 3 6 job site. , . j NAIL 19/32" AND 0.113 NAIL 2" 3 6 shall be on j '� I RGO III DOUBLE TOP PLATES, FACE 10d 24" O.C. 5/8 STAPLE 15 AND 16 GA. 2" 4 8 NAIL 0.097 -0.099 NAIL 2'/" 4 8 Ili& , I ∎A. ' ,' DO TOP PLATES 8 -16d - 23/32" AND 0.097 -0.099 NAIL 2 ' /," 4 8 BE O • MINIMUM 24 INCH OFFSET OF 3 / 4 " STAPLE 14 GA. 2" 4 8 Address shall be posted END JOINTS FACE NAIL IN tk LAPPED AREA STAPLE 15 GA. 1 W 3 6 and visible from street. ?' TOP PLATES, LAPS AT 2 -10d - STAPLE 16 GA. 2" 4 8 9 V CORNERS & INTERSECTIONS, 1" STAPLE 15 GA. 2'/," 4 8 �� FACE NAIL 0.097 -0.099 NAIL 2 %" 4 8 OF ca CEILING JOISTS TO PLATE, 3-8d - LIABILITY TOE NAIL STAPLE 14 GA /," 4 8 CONTINUOUS HEADER TO 4 -8d - 0.113 NAIL 2'/," 3 6 STUD, TOE NAIL FLOOR UNDERLAYMENT The City of Tigard and its CEILING JOIST, LAPS OVER 3 -10d - 3/8" STAPLE 16 GA. 1 1/8 ", 3/8" CROWN 3 6 employees shall not be CITY OF TIGARD PARTITIONS, FACE NAIL PARTICLE 6d RING - GROOVED UNDERLAYMENT 6 10 CEILING JOIST, TO PARALLEL 3 -10d - BOARD NAIL responsible for discrepancies Approved [ RAFTERS, FACE NAIL 1/2 ", 5/8" 6d RING - GROOVED UNDERLAYMENT 6 10 w hich may ap ear herein. Conditionally Approved [ RAFTER TO PLATE, TOE NAIL 2 -16d - PARTICLE See Leter t Follow NAIL BUILT UP CORNER STUDS 10 d 24" O.C. STAPLE 16 GA. 1 5/8" LONG, 3/8" 3 6 f I BUILT -UP GIRDERS AND 10d — NAIL EA. LAYER: 32" O.0 (_ CROWN Attached BEAMS TOP & BOTTOM. AND STAGGERED. 'w� ONE OR TWO 2 INCH LUMBER (2) NAILS @ AND @ EA. Permit Number: VIS 1 o if - C'0" - Se LAYERS SPLICE Address: �� ci✓�}�,� 1�, BUILT UP GIRDERS AND Y %" DIAMETER MACHINE BOLTS W/ BEAMS STD. NUT & WASHERS: 32" O.C. @ This permit does not authorize the violation of any By: ('J , Date: S- it 4 OR MORE 2 -INCH LUMBER TOP & BOT. STAGGERED LAYERS rights of holders of private easements. The ap- plicant is urged to contact any such parties and secure thier approval before commencing work. OFFICE COPY 0 *TES 11(cffl ©©Th©TI®X — 1 NES A DDT IO 13350 SW HILLSHIRE DRIVE, TIGARD, OREGON 11007 GENERAL NOTES: • BASEMENT FOUNDATION AND OTHER WALLS TO WEATHER: 3000 PSI. AT DECKS 60 ps CONCRETE COMPRESSIVE STRENGTH 5 /o TO 7 /o AIR ENTRAINMENT): 28 DAYS. MAXIMUM SLUMP: 4" E THESE DRAWINGS ARE COPYRIGHT BY ARGO /ARCHITECT. THE IDEAS THESE PORCHES, STEPS WALKS AND GARAGE SLABS: 3000 PSI. AT 28 DAYS. DRAWINGS REPRESENT AND THE REPRESENTATION ON THESE DRAWINGS ARE THE ALL INTERIOR WALLS TO BE 2 X 4 @ 16" O.C. UNLESS NOTED OTHERWISE. ORIGINAL INSTRUMENTS OF SERVICE AND ARE OWNED BY ARGO /ARCHITECT. ANY BEAMS EXPOSED TO THE WEATHER TO BE PRESSURE TREATED. USE OR REUSE OF THIS WORK OTHER THAN WITHIN THE AGREEMENT BETWEEN THE FRAMING AS FOLLOWS UNLESS SPECIFIED: ORIGINAL CLIENT AND ARGO /ARCHITECT WITHOUT THE WRITTEN AGREEMENT OF DOOR & HEADERS 4 X 12 #1 DF -L UNLESS NOTED ARGO /ARCHITECT IS A VIOLATION OF COPYRIGHT LAWS AND IS SUBJECT TO E. RWIS PROSECUTION. SUBMISSION OR DISTRIBUTION OF DOCUMENTS FOR PERMIT OR OTHERWISE. WIS JOIST/RAFTERS DF -L #2 OTHER REGULATORY REQUIREMENTS IS NOT TO BE CONSTRUED AS PUBLICATION IN • STUDS STUD GRADE DEROGATION OF THE ARCHITECT'S RESERVED RIGHTS. • 4X & 6X BEAMS DF -L #1-#2@ FOUNDATION THESE DRAWINGS ARE ISSUED AS INSTRUMENTS OF SERVICE AND REMAIN THE • BLOCKING #3 GRADE OR BETTER PROPERTY OF ARGO /ARCHITECT. THEY ARE TO BE USED BY A SPECIFIC CLIENT TO GLULAM BEAMS, SIMPLE SPAN... DOUGLAS FIR, 24F V4 COMBINATION. CONSTRUCT A HOME ON A SPECIFIC LOT ONE TIME ONLY OR PER ONE TIM• BEAMS, CANTILEVER OR MULTIPLE SPAN DOUGLAS FIR, 24F V8 AGREEMENT BETWEEN CLIENT AND ARGO /ARCHITECT. ARGO /ARCHITECT IS THE COMBINATION. AUTHOR OF THESE DOCUMENTS AND RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE DRAWINGS ARE NOT ALL GLULAMS TO BE FABRICATED WITH WATERPROOF GLUES. TO BE USED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT, PROVIDE SOLID BLOCKING UNDER ALL BEAM BEARING POINTS FROM BEAM TO OR FOR COMPLETION OF THIS PROJECT BY ANY PARTY OTHER THAN THE ORIGINAL FOUNDATION. MINIMUM BEARING LENGTH IS GREATER OF 2 2x STUDS OR THE CLIENT EXCEPT BY AGREEMENT IN WRITING. WIDTH OF THE BEAM BEING SUPPORTED. MINIMUM BEARING WIDTH IS THE WIDTH THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE OF THE BEAM. III RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES UNLESS OTHERWISE PROTECTED BY A WATERPROOF MEMBRANE AND , OR WI HRH E WORK, FOR TH ACTS OR OMISSI OF AND E CONTRA OR WATER SPLAS H AREA O ATL EAST 70" ABOVE SHOWER DRAIN OR AB O VE ALL SUBCONTRACTORS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FINISH FLOOR, WHICHEVER IS HIGHER. RGO/ARCHITECT FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE INSULATE WASTE LINES FOR SOUND CONTROL. WITH THE CONTRACT DOCUMENTS. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. IF THE CONTRACTOR DISCOVERS A DEFECT IN ANY DOCUMENT PREPARED BY THE ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE I.C. LABEL. ARCHITECT HE SHALL GIVE THE ARCHITECT WRITTEN NOTICE OF THAT DEFECT AND 7840 SOUTI - NVEST 131" AVENUE ALLOW THE ARCHITECT REASONABLE TIME TO CORRECT IT BEFORE PROCEEDING ALL SMOKE ALARMS TO BE WIRED TO HOUSE 120 VOLT SYSTEM WITH BATTERY BEAVERTON, OREGON 97008 WITH CONSTRUCTION BASED UPON THAT DOCUMENT. IF THE CONTRACTOR FAILS BACKUP. INTERCONNECT FOR SIMULTANEOUS OPERATION. 503.726 - 4367 F: 503.726 - 4369 TO DO SO, HE SHALL BEAR ALL COSTS OCCASIONED BY THAT DEFECT. INSTALL GROUND FAULT INTERRUPTER CIRCUITS ON ALL OUTLETS WITHIN 6' OF IF THE CONTRACTOR DISCOVERS A DEFECT IN CONSTRUCTION RESULTING FROM KITCHEN OR BAR SINKS ALL UNFINISHED AREAS AND IN ALL BATHROOMS AND INFO @ARGOARCHITECT.COM THE WORK OF THE ARCHITECT, HE SHALL GIVE THE ARCHITECT WRITTEN NOTICE OF GARAGES. INSTALL WEATHERPROOF GROUND FAULT INTERRUPTERS AT ALL THE DEFECT AND ALLOW THE ARCHITECT REASONABLE TIME TO SUGGEST REPAIRS. EXTERIOR LOCATIONS. INSTALL ARC FAULT INTERRUPTERS ON ALL BEDROOM COPYRIGHT 2011 ARG,O/ARCH1ECT IF THE CONTRACTOR DOES NOT SO NOTIFY THE ARCHITECT OR ALLOW HIM CIRCUITS. REASONABLE TIME TO SUGGEST REPAIRS OR DO THE REPAIRS IN THE WAY CONTRACTOR IS RESPONSIBLE FOR DESIGN AND PROPER FUNCTION OF HVAC, SUGGESTED BY THE ARCHITECT, THE CONTRACTOR SHALL BEAR ALL THE COSTS PLUMBING AND ELECTRICAL SYSTEMS. OCCASIONED BY THE DEFECTS. CONFIRM ALL EXISTING MATERIALS AND DIMENSIONS. REVIEW ANY APPARENT CHANGES MADE IN THE FIELD WITHOUT THE WRITTEN ACKNOWLEDGEMENT OR DISCREPANCIES WITH ARCHITECT PRIOR TO BEGINNING AFFECTED WORK. ��3ED^ VERIFICATION OF THE ARCHITECT VOID ALL LIABILITY OF THE ARCHITECT FOR ALL INTERIOR MILLWORK TO MATCH EXISTING WITH PAINTED FINISH. INFORMATION CONTAINED IN THESE DRAWINGS. BLEND ALL NEW FINISHES AND INSTALLATIONS FOR SEAMLESS APPEARANCES. ALL CONSTRUCTION IS TO COMPLY WITH '08 OREGON RESIDENTIAL SPECIALTY ADDITION DESIGNED TO COMPLY WITH PATH 1 THERMAL PERFORMANCE CODE & LOCAL CODES. IF HOME BEING BUILT OUTSIDE OF OREGON, IT IS THE STANDARDS. �� , OWNERS' AND CONTRACTORS' RESPONSIBILITY TO CONTACT LOCAL � PROFESSIONALS TO DETERMINE WHAT CHANGES, IF ANY, ARE NECESSARY TO CONFORM TO LOCAL ORDINANCES. KEVNcDTES �E o, ��� • • • MINIMUM INSULATION STANDARDS 1. " LAP CEDAR MANUFACTURED WOOD PRODUCT i1 i I q\ EXTERIOR WALL (TYPICAL): 8 • DOORS OTHER THAN MAIN ENTRY U =.20 • WINDOWS U=.35 MAIN SIDING TO MATCH EXISTING INSTALL ON TYVEK ON 1/2" PLYWOOD SHEATHING ON • �� • " O.C. WITH R -21 INSULATION GYPSUM BOARD INTERIOR Q MAIN ENTRY DOOR (MAXIMUM SIZE =28 SQ. FT.) U =.54 2x6 STUDS @_16" 0.C. E • SKYLIGHTS (LESS THAN 2% OF CEILING AREA) U =.50 FINISH EXCEPT N AND 1/2 GY TAS NOTED. IF SIDING IS NOT BACKPRIMED OR PREFINISHED USE • WALL INSULATION R -21 15# ASPHALT SATURATED FELT, NOT TYVEK. APPLY TYVEK IN CONTINUOUS DOLLS '� UNDER -FLOOR INSULATION R -30 WITH TAPED SEAMS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL FLAT CEILINGS R -38 MANUFACTURED SIDING IN STRICT ACCORDANCE WITH MANUFACTURER'S 11 VAULTED CEILINGS R -30 INSTRUCTIONS. WAFERWOOD /OSB SHEATHING NOT ACCEPTABLE. BLOCK ALL ��j BELOW GRADE WALLS ADJACENT TO HEATED SPACE: ... R -15 PANEL EDGES AND HAND NAIL FASTENERS AT SHEAR WALLS. O p 00" • SLAB EDGE INSULATION R -15 2. UNDER FLOOR INSULATION: R -38 FIBERGLASS BATTS (FLAMESPREAD 25, SMOKE • FORCED AIR DUCT INSULATION R -8 DEVELOPED 450). VAPOR BARRIER UP. (FS. 25 /SMOKE DEVELOPED 450 • SEE KEYNOTES FOR INSULATION SPECIFICATIONS APPLICABLE TO THIS HOME. INSULATION NOT REQUIRED IF VAPOR BARRIER INSTALLED TIGHT AGAINST FLOOR INSTALL POLYISOCYANURATE FOAM TYPE INSULATION @ FLOOR & PLATE LINES, SHEATHING). OPENINGS IN PLATES, AND CORNER STUD CAVITIES. 3. SITE KEYNOTES: NO SITEWORK IS ANTICIPATED FOR ANY PART OF THIS WORK. GENTLY AND FULLY PACK CAVITIES AROUND DOOR & WINDOW ROUGH OPENINGS 4. EXTEND ALL GUTTERS AND DOWNSPOUTS TO EXISTING SUBSURFACE PIPING WITH UNFACED FIBERGLASS BATT INSULATION. ALL WINDOWS TO BE DOUBLE - GLAZED WITH A NFRC MINIMUM TESTED U VALUE OF .40 Btu /H /SQFT /DEGREE F. EXHAUST ALL VENTS & FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS. PROVIDE 5 AIR CHANGES PER HOUR. MINIMUM CAPACITY IS 90 CFM. ADDFRONAL STRUCTURAL NOTES , . DESIGN LIVE LOADS: ROOF - 25 psf FLOORS: 40 psf • STAIRS: 40 psf & 300# LOAD ON 4 SQUARE INCH AREA. • GARAGE FLOOR 50 psf & 2000# LOAD ON 36 SQUARE INCH AREA. 0 N*T liaill C O TthV©TI® - Num p U4IY JSIl 1001 13350 SW HILLSHIRE DRIVE, TIGARD, OREGON 11007 111111111100101111111 -- ' 1 a 0%;' ip 41 1 "pi - - - - - - : eAl. : i SOF . ' 1 • f - , I I L T II 1 - gl 6 41- 1- " T1Nr f744C-61■0 1 ■ ) wJ� � ,! l;_ Iiii ARC, ' iARC IA CI l' ,1 s 0 i'' i' _ µ - .. ... . _ . _e:..:.-__ \ -m I9 7� 7 7840 SW 131'' AVENUE • 4 � BEAVERTON, ORE 97008 P 4°° 1 ' ftf.491 7 : 0,, , , rr clitiA # IREL, .:-., t 4.1) ctiliwf , , kc1x — 1 ' -10 ' ''' 111 7 er i_ 33EAYER'TUR , . li III ( 11 0 .. • OF RI I�x Q.) M - �. _. H * ,' 1 i' , Wi 1. I 1.4 Ilk k - - -' > r a y l L (10 c71411(Wfi. .... ----:—'4 " ,_ jt. 4, WAIL Kew ' i p levcoczictlif -- why - '''` 1 ,....,, – cAVT IP ' .- - V L.1*: AEAV., - . iii i, ' v14 4Mit w ": 'Tivic--2 a M t1 1 1 a tit — 0, ''' ------ . � nffil C®T©T - Nu m PHY INE 5 IIDERCE A DDT • D ON 13350 SW HILLSHIRE DRIVE, TIGARD, OREGON 11007 . IliAlL lip • RCCARCH!TEC ,, i 41 . .„ v 7840 SW 131 r AVENUE BEAVERTON, OREGON 97008 503 - 726 -4367 , fax: 503-726-4369 info @argoarchitect.com — , - mill aim, - *NM - 1 . ' tiM Wk-6 /*K2 , A .- -v 111111 1111111.1 $ 111111 i �� S.,. • • 4 THE 1 i 0 ' ''' 1 ,I 1 01 1 , " i: :: ll�� VAI EAV:RIOF ' '� a � 1 YTl'►�- mire OF o1 VP I ... II 1 ! 1 2 EL VATQIN KM *omerilluc - Nunpficr NE A cerT I o 13350 SW HILLSHIRE DRIVE, TIGARD, OREGON 11007 CALCULATIONS KHI CONSTRUCTION • MURPHY RESIDENCE RGO /ARCHITEC ADDITKDN 7840 SW 13 G N ENUE Qi 97008 13350 SW HILLSHIRE DRIVE voice, 503.7264367 TIGARD, OREGON fax 503.726.4369 infoeargoarchitect.com RECEIVED MAR - 3 2011 CITY OF TIGARD BUILDING DIVISION �ED Aj TN; j • � � �r � � III n �� y • B 2 ' RION OF Ogg Argo /Architect project 11007 Issued March 3, 2011 for permit a , eve • Forte MEMBER REPORT Main Floor, MFH Main Floor Header PASSED software 1 piece(s) 2 x 12 Douglas Fir -Larch No. 1 Overall Length: 6' 3" i 4 0 0 X B' i" al III All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load Combination (Load Pattern) System : Wall Member Reaction (Ibs) 1382 @ 0 1406 Passed (98 %) - - 1.0 D + 1.0 L (All Spans) Member Type : Header Shear (Ibs) 912 @ 1' 3/4" 2025 Passed (45%) 1.00 1.0 D + 1.0 L (All Spans) Building Use : Residential Moment (Ft -lbs) 2160 @ 3' 1 1/2" 2637 Passed (82%) 1.00 1.0 D + 1.0 L (All Spans) Building Code : IBC Live Load Defi. (in) 0.040 @ 3' 1 1/2" 0.208 Passed (1/999 +) - - 1.0 D + 1.0 L (All Spans) Design Methodology : ASD Total Load Defi. (in) 0.050 @ 3' 1 1/2" 0.313 Passed (U999 +) - - 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL ((/360) and TL (11240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 5' 11 15/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS 2005 methodology. Bearing — Support Reactions (Ibs) Supports Total Available Required Dead Floor live Roof live Snow Wind Seismic Accessories 1 - Trimmer - Doug Fir 1.50" 1.50" 1.50" 288 1094 0 0 0 0 None 2 - Trimmer - Doug Fir 1.50" 1.50" 1.50" 288 1094 0 0 0 0 None Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location Width (0.90) (1.00) (non -snow: Lit) (1.15) (1.60) (1.60) Coasmants 1 - Uniform(PSF) 0 to 6' 3" 1' 88.0 350.0 0.0 0.0 0.0 0.0 Residential - Living Areas ILEVEL® Notes (n) nn sus UhIABLE FORESTRY INrATIVE iLevel® warrants that the sizing of its products will be In accordance with iLevel® product design criteria and published design values. il.evel® expressly ��rr disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support information have been provided by Forte Software Operator Forte *" Software Operator Job Notes 3/1/2011 1:54:51 PM Ted Argo iLevel® Forte TM v2.1, Design Engine Ver: V5.2.1.1 Argo /Architect 11007 KHI Murphy Remodel.4te (503) 726 -4367 t3 @argoarchitect, corn Page 1 of 1 ■ eve Forte SOLUTIONS REPORT Main Floor, MFH Main Floor Header PASSED software Current Solution: 2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 Overall Length: 6 3" + + 0 0 6 El El All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual 0 Location Allowed Result LW System : Wall Member Reaction (Ibs) 1386 @ 0 2813 Passed (49 %) - - Member Type : Header Shear (Ibs) 1063 @ 8 3/4" 2610 Passed (41 %) 1.00 Building Use : Residential Moment (Ft -Ibs) 2166 @ 3' 1 1/2" 2365 Passed (92 %) 1.00 Building Code : IBC Live Load Def. (in) 0.079 @ 3' 1 1/2" 0.208 Passed (L/951) - - Design Methodology : ASD Total Load Defl. (in) 0.100 @ 3' 1 1/2" 0.313 Passed (L/751) - - Depth Series Plies Wood Volume 3 1/2" Douglas Fir -Larch No. 1 1 x 3 1/2" Douglas Fir -Larch No. 1 2 x 5 1/2" Douglas Fir -Larch No. 1 1 x 5 1/2" Douglas Fir -Larch No. 1 2 x 7 1/4" Douglas Fir -Larch No. 1 1 x 7 1/4" Douglas Fir -Larch No. 1 2 36.98 9 1/4" Douglas Fir -Larch No. 1 1 x 9 1/4" Douglas Fir -Larch No. 1 2 47.18 11 1/4" Douglas Fir -Larch No. 1 1 28.69 11 1/4" Douglas Fir -Larch No. 1 2 57.38 3 1/2" Douglas Fir -Larch No. 2 1 x 3 1/2" Douglas Fir -Larch No. 2 2 x 5 1/2" Douglas Fir -Larch No. 2 1 x 5 1/2" Douglas Fir -Larch No. 2 2 x 7 1/4" Douglas Fir -Larch No. 2 1 x 7 1/4" Douglas Fir -Larch No. 2 2 34.80 9 1/4" Douglas Fir -Larch No. 2 1 x 9 1/4" Douglas Fir -Larch No. 2 2 44.40 11 1/4" Douglas Fir -Larch No. 2 1 27.00 11 1/4" Douglas Fir -Larch No. 2 2 54.00 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte"' Software Operator Job Notes 3/1/2011 1:15:09 PM Ted Argo iLevel® ForteTM v2.1, Design Engine: V5.2.1.1 Argo /Architect 11007 KHI Murphy Remodel.4te (503) 726 -4367 13 @argoarchitect.com Page 1 of 1 eve `Forte MEMBER REPORT Main Floor, Header at Condition E PASSED software 1 piece(s) 2 x 8 Douglas Fir -Larch No. 2 Overall Length: 3' 7" i -4 0 0 \ / J a # 0 All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual t r Location Allowed Result LDF Load Combination (Load Patient) System : Floor Member Reaction (Ibs) 1291 @ 3 1/2" 5625 Passed (23 %) - - 1.0 D + 1.0 L (All Spans) Member Type : Flush Beam Shear (Ibs) 771 @ 10 3/4" 1305 Passed (59 %) 1.00 1.0 D + 1.0 L (All Spans) Building Use : Residential Moment (Ft-lbs) - 968 @ 1' 9 1/2" 1183 Passed (82 %) 1.00 1.0 D + 1.0 L (All Spans) Building Code : IBC Live Load Defl. (in) 0.013 @ 1' 9 1/2" 0.075 Passed (L/999 +) - - 1.0 D + 1.0 L (All Spans) Design Methodology : A5D Total Load Defl. (in) 0.021 @ 1' 9 1/2" 0.150 Passed (L/999+) - - 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 3' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NOS 2005 methodology. Bearing Support Reactions (lbs) Supports Total Available Required Dead Floor live RoOf live Snow Wind Seismic Accessories 1 - 7 1/4" Beam - Doug Fir 3.50" Hanger Hanger 592 950 0 0 0 0 None 2 - 7 1/4" Beam - Doug Fir 3.50" Hanger Hanger 592 950 0 0 0 0 None Connector: Simpson Strong -Tie Connectors Support Model Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A 2 - Face Mount Hanger Connector not found N/A N/A N/A Tributary Dead Floor Live Roof Live _ Snow Wind Seismic II Loads location Width (0.90) (1.00) (non 1.15) (1.15) (1.60) (1.60) Comments 1 - Uniform(PSF) 0 to 3' 7" 1' 328.0 530.0 0.0 0.0 0.0 0.0 ^^ Residential - Living Areas 'LEVEL® Notes ti3)SUSTAINABLE FORESTRY INmAllVE iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values.'Level® expressly YYYYYY disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator ForteTM Software Operator Job Notes 3/1/2011 11:46:10 AM iLevel® Forte TM v2.1, Design Engine Ver: V5.2.1.1 Ted Argo Argo /Architect 11007 KHI Murphy RemodeL4te (503) 726 -4367 t3 @argoarchitect.com Page 1 of 1 eve . Forte MEMBER REPORT Main Floor, Header at Condition F PASSED software 1 piece(s) 2 x 8 Douglas Fir -Larch No. 2 Overall Length. 6 T' 0 - 0 / . 1 6 ,i' 0 El All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load Combination (Load Pattern) System : Floor Member Reaction (Ibs) 428 @ 3 1/2" 5625 Passed (8 %) - - 1.0 D + 1.0 L (All Spans) Member Type : Flush Beam Shear (Ibs) 342 @ 10 3/4" 1305 Passed (26 %) 1.00 1.0 D + 1.0 L (All Spans) Building Use : Residential Moment (Ft -Ibs) 642 @ 3' 3 1/2" 1183 Passed (54 %) 1.00 1.0 D + 1.0 L (All Spans) Building Code : IBC Live Load Defl. (in) 0.015 @ 3' 3 1/2" 0.150 Passed (L/999 +) - - 1.0 D + 1.0 L (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.055 @ 3' 3 1/2" 0.300 Passed (L/999 +) - - _ 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (11480) and TL (L/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS 2005 methodology. Bearing Support Reactions (Ibs) Supports Total Available Required Dead Floor live Roof five Snow Wind Seismic Accessories 1 - 7 1/4" Beam - Doug Fir 3.50" Hanger Hanger 337 132 0 0 0 0 None 2 - 7 1/4" Beam - Doug Fir 3.50" Hanger Hanger 337 132 0 0 0 0 None Connector: Simpson Strong -Tie Connectors Support Model Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A 2 - Face Mount Hanger Connector not found N/A N/A N/A Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location Width (0.90) (1.o0) (non - snow: 1.15) (1.15) (1.60) (1.60) Comments 1 - Uniform(PSF) 0 to 6' 7" 1' 100.0 40.0 0.0 0.0 0.0 0.0 Residential - Living Areas iLEVEL® Notes , 0 SUSTAINABLE FORESTRY INITIATIVE iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. (Level® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte. Software Operator Job Notes 3/1/2011 12:16:44 PM Ted Argo - iLevel® Forte TM v2.1, Design Engine Ver: V5.2.1.1 Argo /Architect 11007 KH/ Murphy RemodeL4te (503) 726-4367 t3@argoarchtect.com Page 1 of 1 eve • Forte MEMBER REPORT Main Floor, Header at Condition G PASSED software 1 piece(s) 2 x 8 Douglas Fir -Larch No. 2 Overal Length: 7 7" 4 4 0 0 �, 7 1 U All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual 0 Location Allowed Readt LDF Load Combination (Load Pattern) System : Floor Member Reaction (Ibs) 1173 @ 3 1/2" 5625 Passed (21 %) - - 1.0 D + 1.0 L (All Spans) Member Type : Flush Beam Shear (Ibs) 464 @ 10 3/4" 1305 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Building Use : Residential Moment (Ft -Ibs) 586 @ 1' 3 1/2" 1183 Passed (50 %) 1.00 1.0 D + 1.0 L (All Spans) Building Code : IBC Live Load Defl. (in) 0.004 @ 1' 3 1/2" 0.050 Passed (1/999 +) - - 1.0 D + 1.0 L (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.006 @ 1' 3 1/2" 0.100 Passed (L/999 +) - - 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 2' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS 2005 methodology. Bearing Support Reactions (Ibs) • Supports Total Available Required Dead Floor live Root live Snow Wind Seismic Accessories 1 - 7 1/4" Beam - Parallam® PSI 3.50" Hanger Hanger 550 964 0 r 0 0 0 None 2 - 7 1/4" Beam - Parallam® PSL 3.50" Hanger Hanger 550 964 0 0 0 0 None Connector: Simpson Stron -Tie Connectors Support Model Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger Connector not found N/A N/A - N/A 2 - Face Mount Hanger Connector not found N/A N/A N/A Tributary Dead Floor Live Root Live Snow Wind Seismic 7 Loads Location Width (0.90) (1.00) (non- swow:1.15) (1.15) (1.60) (1.60) comments ' 1 - Uniform(PSF) 0 to 2' 7" 1' 424.0 746.0 0.0 0.0 0.0 0.0 / RResidential - Living Areas (LEVEL® Notes (tj) SUSTAINABLE FORESTRY INITIATIVE iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. 'Level® expressly Y disclaims any other warranties related to the software. Refer to current 'Level® literature for installation details. (www.ilevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support information have been provided by Forte Software Operator Forte". Software Operator Job Notes 3/3/2011 4:28:15 AM Ted Argo 'Level® Forte T" v2.1, Design Engine Ver: V5.2.1.1 Argo /Architect 11007 KHI Murphy Remodel4te (503) 726 -4367 t3@argoarchilect.com Page 1 of 1 eve Forte MEMBER REPORT Main Floor, Joist support at H FAILED software 1 piece(s) 5 1/4" x 11 1/4" 2.0E Parallam® PSL @ 12" OC This product failed due to an excessive uplift of -573 Ibs at support 1. Overall Length: 18' 3" o to It - I 1 15 6" ,I: 7 0 All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual 0 London Allowed Result WI Load Combination (Load Pattern) System : Floor Member Reaction (Ibs) 6116 @ 16' 1/4" 18047 Passed (34 %) - - 1.0 D + 1.0 L (All Spans) Member Type : Joist Shear (Ibs) 4922 @ 17' 2 1/4" 11419 Passed (43 %) 1.00 1.0 D + 1.0 L (All Spans) Building Use : Residential Moment (Ft -Ibs) -10979 @ 16' 1/4" 28033 Passed (39 %) 1.00 1.0 D + 1.0 L (All Spans) Building Code : IBC Live Load Defl. (in) 0.162 @ 18' 3" 0.200 Passed (2L/330) - - 1.0 D + 1.0 L (Alt Spans) Design Methodology : ASD Total Load Dell. (in) 0.212 @ 18' 3" 0.223 Passed (2L/252) - - 1.0 D + 1.0 L (Alt Spans) T3 Pro Rating 69 55 Passed - - - - • Deflection criteria: U. (1/480) and TL ((/240). • Overhang deflection criteria: LL (0.2 ") and TL (21/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 18' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • A 4% increase In the moment capacity has been added to account for repetitive member usage. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Panels (24" Span Rating) that Is nailed down. • Additional considerations for the T3 -Pro'" Rating include: 1/2" Gypsum ceiling, bridging or blocking at max. 8' o.c.. Bearing Support Reactions (Ibs) Supports Total Available Required Dead Floor live Roof live Snow Wind Seismic Accessories 1 - Stud wall - Doug Fir 3.50" 3.50" 1.50" -59 (325/ -514) 0 0 0 0 Blocking 2 - Stud wall - Doug Fir 5.50" 5.50" 1.86" 1595 4520 0 0 0 0 Blocking . Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Dead Floor Live Roof Live Snow Wind Seismic Loads Location Spacing (0.90) (1.00) (nonsnow:1.15) (1.15) (1.60) (1.60) Comments 1 - Uniform(PSF) 0 to 18' 3" 12" 15.0 40.0 0.0 0.0 0.0 0.0 Residential - Living Areas Load from E, F, Upper Fir Hdr, 2 - Point(lb) IS' 3" N/A 1263 3601 0 0 0 0 Main Flr Hdr (Kit Sink) iLEVEL® Notes (!j3 SUSTAINABLE FORESTRY INfTIATIVE iLevei® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly ``�� disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator Forte"' Software Operator Job Notes 3/1/2011 2:23:44 PM Ted Argo iLevel® ForteTM v2.1, Design Engine Ver: V5.2.1.1 Argo /Architect 11007 KHI Murphy Remode1.41e (503) 726-4367 t3 @arg oarchi to ct. c o m Page 1 of 1 • • eve • Forte MEMBER REPORT Main Floor, Joist Support at I PASSED software 2 piece(s) 3 1/2" x 9 1/2" TimberStrand® LSL Beam (1.55E) Overall Length: 18' 3" 4 0 !! 4 0 - 3 I , , 15' 6" I, I X I t r 7 X o All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load Combination (Load Pattern) System : Floor Member Reaction (Ibs) 3043 @ 16' 1/4" 24063 Passed (13 %) - - 1.0 D + 1.0 L (All Spans) Member Type : Flush Beam Shear (Ibs) 2075 @ 17' 1/2" 13743 Passed (15 %) 1.00 1.0 D + 1.0 L (All Spans) Building Use : Residential Moment (Ft -Ibs) -4609 @ 16' 1/4" 20843 Passed (22 %) 1.00 1.0 D + 1.0 L (All Spans) Building Code : IBC Live Load Defl. (in) 0.096 @ 18' 3" 0.200 Passed (2L/554) - - 1.0 D + 1.0 L (Alt Spans) Design Methodology : ASD Total Load Defl. (in) 0.119 @ 18' 3" 0.223 Passed (211450) - - 1.0 D + 1.0 L (Alt Spans) • Deflection criteria: LL (L/480) and TL (1/240). • Overhang deflection criteria: LL (0.2 ") and TL (21/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 18' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Support Reactions (Ibs) Supports Total Available Required Dead Floor live Roof live Snow _ Wind Seismic Accessories 1 - Stud wall - Doug Fir 3.50" 3.50" 1.50" 188 (324/ -189) 0 0 0 0 Blocking 2 - Stud wall - Doug Fir 5.50" 5.50" 1.50" 1147 1896 0 0 0 0 Blocking . Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location Width (0.90) (1.00) (non -snov 1.15) (1.15) (1.60) (1.60) Comments 1 - Uniform(PSF) 0 to 18' 3" 1' 15.0 40.0 0.0 0.0 0.0 0.0 Residential - Living Areas 2 - Point(lb) 18' 3" N/A 682 1301 0 0 0 0 / Load from F, G 'LEVEL® Notes 0 SUSTAINABLE FORESTRY INn1ATIVE (Level® warrants that the sizing of its products will be in accordance with'Level® product design criteria and published design values. 'Level® expressly YYY disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte'. Software Operator Job Notes 3/1/2011 3:06:23 PM Ted Argo iLevel® Forte TM v2.1, Design Engine Ver: V5.2.1.1 Argo /Architect 11007 KHI Murphy Remodel.4te (503) 726-4367 t 3 @argoarc hitect.com Page 1 of 1