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Plans /" MAY -10 -2005 16 35 ANKROM MOISAN ARCHITECTS 503 245 1035 P.01/01 Post -its Fax Note 7671 yet Q pe� 0. To From � - — • CoJDept. Co, F ��� ~~ ��� " Phone # Phone # Fax# — Fax MD. • , 1 r L . ri 1 6 : ti . • .....1. . L . 1. 1 i • . .. ., 1 . 1 : ..' - • . . . ..» ,, , . . 1 .. . f I . . l.. • ?Ii* , . ,..._!.. Ig/ I a J 1 41, . r� 1 o: t . :� ` r 4 _ _. am OW�rr 4�wr �rw 0 -- ' 1 - 4 k. . ,.,,, -V - . e G1 1 . - &)(51 tt . . . t 1 ., ii . '11 logottAtac of rm. , , ,,,..r .,.......,...,.. M tom t N TOTAL P.01 1- APR -26 -2005 16 47 ANKROM MOISAN ARCHITECTS 503 245 1035 P.01/01 Post -it® Fax Note 7671 Data ^ - n of `T � P89eS_� Co./Pept. Co. Phone N Phone 8 . I_____.: F # .ry : et. R. it + imi 15 V/ \ i ,„ . ,,, ;,, .., _ j I — 1 C r' O LOP { 1 r i 4 O r 0 i al II � `� \ J L_ J ` .1 / # ; 1 .I U t � I R ,N` v W tV_ 1 1 • r 0. , C9 r Fo N • . I l 41 r IM * ' '• — ' (tttti �� ekz.:N‘N- - 47., ,- .. %N. i: , ;. ,.: \<:), ., -‘,-‘. N.:I.LN. -,‘■..xx N.'-i. 3 l'g- .14. . o ._:.:. ... ,. ININEENL - ,, :,, .‘. _ , q----- fl n ,. ,_, 4), ..... _... 7 ,, 0 Q K D ti \ .-cs ----2 0 TOTAL P.01 `.. 1....\z_./.1 ■ APR -29 -2005 10:39 ANKROM MOISAN ARCHITECTS 503 245 1035 P.01/01 Post -Ite Fax Note /15/1 " 97 yr !paps.' m From Co. /DepL Phone # Phone k t Th axq Fax# --- 1 i 1R a ."..-. 0+1 J 11!:. r 4 t f a A —t-, . 1 . lir , c...1 i:21 r i \.-- , ter _ V i 9 /.1) . 6 • t 10 I . • . N r • •Iwie • -10 N i... 1L 1 111111411 dot. M oMta. 13411 TOTAL P.01 APR -27 -2005 11 53 ANKROM MOISAN ARCHITECTS 503 245 1035 P.01 • Dave Vonada • From: Dan Morell (danm @vlmk.comj Sent: Wednesday, April 27, 2005 11:06 AM To: DAVEV @AMAA.COM Subject: GLASS BLOCK Dave, After reviewing the glass block specifications you sent me, I don't see were you would be required to add additional reinforcing to the blocks. The wind load is 13.4 psf and seismic is 14.5 psf. both have less than the 20Ibs /sq.ft maximum as noted in the glass block specifications. Please do not hesitate to call me if you have any questions on this matter. Dan Morell, PE VLMK Consulting Engineers 3933 SW Kelly Avenue, Portland, OR 97239 -4393 503.222.4453 Ph / 503248.9263 Fax danmevlmkcom a.mall • Peas► /1 Date 767 ollk post — �58% Note r oo► V M7Mnnc • APR -27 -2005 11 53 ANKROM MOISAN ARCHITECTS 503 245 1035 P.02 vs. �• — i '-- Glass blocks from the World- renowned WECK® Glassworks offer design options heretofore unknown in America. Designer Shape selection includes AllBend, AliBend Top, 8x8 WeckEnd, 4x8 Top, 8x8 DoublEnd and 90° Corners. More special shape options than any other glass block manufacturer and more to be introduced. Blue, Gray, Peach, Green, and Goldtone are now available in the color assortment. r 1 /<, --. . e ., , s- \ 4 / 1 1— I J :.— — STIWDARO 4a• k v4' �INUNEd { (N L 11%" CORNER BLOCK l 3.. 2Z -In 7W' 12, - 1 i ` 4•vA l _ �! : ' am • sir :� %� S�4 ALLBEND 22V 3 % ', 5/8 • 7 8" WeckEnd or 11 12" BLOCK DoublEnd , / �� I r` AIIBend ./� 411418/11.1* 1 /IIf" i CURVED WALL L___ ^..... i C . . /, JOINT 4 -1/8". �� , 3" 3/8" 3/16" g 8" BLOCK `1 22r0 I�rr `, AI/AJ� 13 BLOCKS FOR 411 11 , 6" BLOCK �, 90° ARC 3,I .. isI� ' 90° Corner Block 4 m I��-/.. , III 1/4" 41 1W4 'V' 4" BLOCK 411 %, 4 1: 4 ,, ' / %4.= ;' Plj°�.: ' rI' '3" thick version ' err r measures 4-1/8" � ' TYPICAL DIMENSIONS FOR VI 0 102" /r �� r I � 22, °, 45 °, 67' /° and 90° CORNERS TYPICAL DIMENSIONS FOR CURVED WALL APR -27 -2005 11 53 ANKROM MOISAN ARCHITECTS 503 245 1035_ P.03 44 „ t- 3/4'x GAIri;E ANCHOR GLASS MO K ��' O 4 .O Rr I AT EVERY o1HER VERTICAL ougli . 45° qi SECOOID HORIZONTAL JOINT oililal WRIT 1 •� Imp . ,_ . i �ANCHaRED AT r ow • �111��� • SHOWER AND BOTTOM DOOR 3/8' SPACE FILLED 1HTH le ALLBFlfm ALuMiNtiM COmPREsmaa GLASS FIBER ALUMINUM smote r- ii -1/Y CHANNEL Shower Door lamb DOOR JAI B fi��M�� j)♦IA �I�I1■ • 4ORa BLOCKS • PAN C ASPHALT EWL9WI .�' ■:�. . lip • SHOWER COMPARTMENT BREAKER . ♦. R ' CORNER BLOCK El CFAA hac r MORTAR • w EGKEND AND /pummel _ • �. CEMENT BACKER >c DOUBLEND I o sHowim I 940883 940883 R . 4, DOOR BOARD 94O LL BND•8.1 "BLK � i H 18 A .7-8-1/4" I Shower Door Sill K 16 ALL FEND • B • r DUX r OA fr BLOCKS STANDARD 114 ■y = 341/4" I ==' roil jjjjjjw!IfmMII• 1119Xxu.Bem CEMENT BApaER t yDOD 51u0 • I � 4 1l R Ia►' R P SHOW t COMPARTMENT BOARD FA 3/8' SPACE FILLED W1H * • r COMPRES9BLE CLASS FIBER : Designer Shapes . ■ sin„ apes CEROBC ILE 91112 1 -3/4" x 20 GAUGE STRAPS • 1, specifications Rry oa>eLEND ., AT EVERY OTHER VERTICAL ThfcItr1B99 Sizes � JOINT AND EXTENDING m A UBend 4" B" =SS BLOCK Shower Detail o ECO HORIZONTAL JOINT wECKEND BLACK 11.1 Al lBend Top 4" r high Top 4" 4"x 8" MELBAS! ' .1111111111111. WeckEnd 4" 4 "x8" r ENFORCING WeckEnd 4" 8 "x8" Radius Options WITHIN JOINT �■ EmBECIDED DoublEnd * 4" 4"x 5" 8redcs rit3en Ad OufsI a Radius inches IN F DoublEnd 4' 8 x 8 �, 1 piece 4" x 8er 4 14.5 .!e � Corner 4" 8" high I piece 4" x 8" per 2 16.7 ..I1a111,. Corner 4" 6 high t place a "x8 "per 4 17.5 Corner 3" 8 high 1 niece 4" x B" per 1 21.6 1■ NOTES: I place 8" x 8" per 2 21.7, . • All DNroratda nominal 1 piece 6" x 8" per 1 • 31.9 • MOWN Shapes araBeble N Hurtle A Clen1Y 2 pieces 4" x 8 per 1 32,5 • Y Nett corm also evaaaD6S In Nable Qaldtol e • callable Isle leas TYPICAL DETAILS AND CODE LIMI'Y'AfONS A. Hollow glass blocks, Standard Series — 3 thick, " T , Expansion material at jambs may be omitted for panels with areas of 25 sq. ft. aliAlis and special shapes, All blocks are designed for a modular lace or less. Expansion joint at head must be maintained. dimension of 4 ". 8 ", 8" and 12" using 3/4" thick mortar joints. K. All steel on the outside, within the wall system and adjacent to wall on Inside 6 0.4 B. Mortar shall conform to ASTM 0270 Type 'S' for maximum bond strength. should have a coating of hot dipped zinc to minimize rust staining. C. Horizontal reinforcing for Standard Series to be 2" wide of two 9 gauge L. Silicone sealant may be used in lieu Of mortar in which the exposed joints are parallel wires with cross ties ate" o. c. Reinforcing for ThIntine Series tobe1%" approximately A" thick and panels are limited to 25 square feet on exterior wide. All reinforcing to have hot dipped zi nc coating. Horizontal reinforcing to and 85 square feet on interior installations- have a maximum spacing of 18" o.c„ i.e. every third joint at 6" block, every M. Limitation of panel sizes: other joint at 8" block and every joint at 12" block. , „ � D. Panel anchors to be 134" x 24" x 20 gauge steel with elongated perforations 1 • Exterior wall panels using wind lo Standard Seams (d to thick) 44 gfblock f feet when to Ia 20 1bsJequare foot wind load to be limited to 744 square feet when , and hot dipped zinc coating, Locate panel anchors in same joint as norizontal Supped on all four sides, Area may be increased to 250 square feet reinforcing. Panel anchor l0 be installed in horizontal joint of masonry wall if when an intermediate stiffener is incorporated as an additional support- possible anti embedded 12". For alternate connection. return panel anchor up ing member near the middle of the panel and span IS not longer than 10 face of jamb and add two 14" 0 anchors with washers just above bend of feet Maximum height to be 20 feet and maximum width to be 25 feet anchor. Anchors to be in horizontal alignment except the Uniform Building Code limits height and width to 15 feet. E. Aluminum channels with panel anchors are an acceptable alternate. 2. Interior wall panels using Standard Series (3 thick) block tobelimited F. Head and jamb channel to be 11/2"x 4% x gauge for Standard Series and to 250 square feet. Mex. height to be 25 feet and max. width to be 25 leet 11" x 33/4" x 14 gauge for Thinline Series. Channels used for exterior except the Uniform Building Code limits height and width to 15 feet installations should have hot dipped zinc coating, a Exterior or interior wall panels using Thinline Series (3'h" thick) block. ahraa h G. All glass block panels to be non -load bearing and isolated from surrounding exposed to 20 lbsisquare foot wind load or less to be limited to 55 square structures/walls with %" thick glass fiber or white polyethylene loam feet when supported on all four sides. Area may be increased to 150 expansion strips at jambe and head. Sill to be coated with asphalt emulsion to square feet when an intermediate stiffener is Incorporated as an serve as a bond breaker. additional supporting member near me middle of the panel. Maximum .10. H. Structural members around glass block panela shall be limited toadeflectiOn helghtisli limiettorexteri feet ore terior orinteriorin$tallations. � of V800. y/ Maximum width is limited to 25 ft for exterior and Interior. /� I. Provide for vertical expansion joints where straight walla and curved walls " 4 Check governing building code for additional details. ^►^ (radius larger than 24 ") intersect or at a reversal Of the curved wall. N. Contact Glashaus Inc. for design of glass block panels subjected to a wind ,....w ................ 9n n.e /on w n, few rRaeinn at IOWA stamina ex terior oanels. TOTAL P.03 v G3 i ■I� A ii k m >E IT 29 0 . . i Ii - UPAN .. m MI /■■!�■ 19 tri = e__ - - - -- N r - - - - ! rig r N _ , "._ — _ _ .a ' -451 111111111 . ■ w _ Imo : � 1 ‘ .- ll t_ a ti a liVIL in.. w EXIT • — o 'Po id i r 30 OCCUPANTS • - �, ,I tir = FROM BASEMENT d 4 V l m Fctc lib l ��. ` Il i 44' WIPE � 4 , i 0# � '[ " YELLOW �� 0 �,- -- -—, PAINTED EXIT e 1 E — — -- I PADI ON - m 2 u . ,, FLOOR SLAB 540j, .4 ■ It 02 8 a • 1111 � - i -u 4 L._ , i /, 1 0 _- zs • ... - -4 , - - 2 N M EXIT ACCESS TRAVEL DISTANCE 1 TABLE 1013.1 - NON -SP INKLEI D • ♦ 4 OCCUPANTS 200 EXIT «rlt 2 FEET MAX. a3'-0' ♦15'-0' •3' -m`a38'- ®' •45'- m'.90' -b' d 3'- O'sl3'- Im'a32' -2' m � • 139' -II' > 200' -0' OK 1 OCCUPANTS CNor f tousszr Juol -i14) tU I C CK FIRE LIFE SAFETY PLAN -14teccfem4e44 £fce 1 LIM•t6 ( 1116" - i'-O APR -21 -2005 13 54 ANKROM MOISAN ARCHITECTS 503 245 1035 P.02/04 12-u-> or /&, z a •4 � a "8' GYP BD OvER SAW CUT 4 d 15'8' STUDS CONC. PANEL o a a GLASS BLOCK e I. BRICK VENEER r • �!�f • ��r� aw- I I I I SEALANT JOINT • • A It NEW GLASS BLOCK eie' GYP Pi:, OVER SEALANT 1 , STUDS JOINT EXISTING CONC. WALL NEW ALUMINUM • WINDOW • •'i I q mom _ 1 . . ,,, . . e ° °. o P c • ME 1 NIMMIIIMINI B • GLASS BLOCK JAMB 1 1/2" —1' -0" GLASS>nme ANKKOM MOISAN :# ASSOCIATED ARCHITECTS �� M c IGE s 67u cu M.md... Sams ma Peedaad. Orem 0m9. pi/up/ma Na / APR -21 -2005 13 54 ANKROM MOISAN ARCHITECTS 503 245 1035 P.03/04 L D GLA55 ` tt a RA DIU5 E BLOCK UNIT O ff, d h P -L .. � ;c-� 9./} � C AS � r \\. � � -b r Q o- A k k) �n • • CRAG. 'USED 4 • Q a SLAB EDGE • • 4 I _� - '.I I 1---- a GLASS BLOCK SILL 3"-1 GLASS-SILL • ANKKOM MOISAN ; "; ASSOCIATED ARCHITECTS "I ti KO a NO Cr FICS S hao sot Macau& sake sow Posdaod Oiagon mg. s iAarvww'.a sc9A4s'77*2 4 APR -21 -2005 13 54 ANKROM MOISAN ARCHITECTS 503 245 1035 P.04'04 4 WOOD i: HEADER - r . . SEE 4 ( 5TRUGTURAL. 1 rya i MA . . V 4I, P . i`iii��ii� iii iii -iii , BRICK VENEER (2) 3 4' EXTERIOR GYP. _} PLYWOOD SHEATHING PLATES SNEATHIN PLATES R4DIUSED GLA55 BL-OCK • GLASS BLOCK HEAD 3 " -1 '-0" GLASS -HEAD ANKROM MOISAN C ■•■ CrFiCE six*, ASSOCIATED ARCHITECTS M 6 Ar • �� , O � 7io i. Mrc m. Sat m4 Penland. Oregon 97uP p)/M . eft 9ofiNt77e TOTAL P.04 , 7/ 40 Ii714 TJ Product • A Veyerhaeuser Business Package McCormack Building Addition Tigard, OR TJ Number: 05- 003433 Reference Documents: 6/14/2005 Title By Date Rev. # Sheets Architectural Drawings Ankrom Moisan 4/8/2005 1- 05 -11 -05 COMPLETE Structural Drawings VLMK Consulting Engineers 4/8/2005 - COMPLETE Mechanical Drawings_ If you have questions, please call the following: (� /b7�Jes Your Trus Joist Technical Representative: 00 PROFFS [[ Craig McManus 5 �� GIN F F 9 / (503) 520 -7104 Q 5:. �� r r Or the Project Coordinator: � ORE r Pf, Jennie Newman • ok> .V 12, 4" (503) 520 -7405 NZ C. M\) EXPIRATION: 12/31/ O(o I Or our Engineering Department: Edward Castle (503) 520 - 7408 Calculations pp. 1 to 4, Material List p. 1, Drawings pp. 1 to 3 Our engineering responsibility is limited to the design of Trus Joist products in accordance with the above referenced documents based on design loads specified by the engineer of record IMPORTANT (Please Read) • Installation of the materials is the sole responsibility of the installer. • Refer to Installation Information sheets for more detailed instruction. • All materials shall be furnished by others unless specifically noted by TJ herein. • Truss bearings, bracing, bridging, pre notched plates, etc., must be properly installed as installation proceeds. • USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. APPROVED FOR CONSTRUCTION (Based on the previously submitted Approval Package as signed by the Purchaser) Trus Joist, A Weyerhaeuser Business 8283 SW Nimbus, Suite 105 • Beaverton, OR 97008 • Mail: 8283 SW Nimbus, Suite 105 • Beaverton, OR 97006 Ph: (503) 520 -5025 • Fx: (503) 526 -1937 ° r .� T, Material List A V4rchanm t►mnm TJ Number 05 -03433 Sales Representative Craig McManus Project Name McCormack Building Addition Engineering Office Portland Location Tigard, Oregon ` :. .Project Coordinator Jennie Newman Design Technician Edward Castle Delivery All Plant All Report Title Approved For Production Status Approved For Production Report Type Check Latest Revision : TJI Products Joists Quantity Type Series Depth Length Profile Bevel Lt W.S. Lt Bevel Rt W.S. Rt Footage Notes Notes 1 1 0 23 A19 TJI 230 14 19' -0.00° None None None 437.0 1 1 0 16 A14.5 TJI 230 14 14' -6.00° None None None 232.0 39 • ' • , TJI 230 14 Total 669.0 • Hangers . Quantity Type Model ' Top Face Member Slope Skew Flg. Slope Flg. Angle Flg. Offset NetH Notes Notes 1 1 0 39 H1 1TT3514 44410 HOG 2 -N10 HDG 2 -N10 1 1 0 39 H2 IUT3514 14-N10 2 -N10 TimberStrand LSL Products Headers Quantity Type Size Length Grade Footage Notes Notes 1 1 0 4 T2 1.75x14 22' -0.00° 1.5E 88.0 1 1 0 2 T1 1.75x9.5 20' -0.00° 1.5E 40.0 4 • • • 1.75x14 Total 88.0 2 • ' • 1.75x9.5 Total 40.0 TlmberStrand LSL Products Studs Quantity Type Size Length Grade End Cut Footage Notes Notes 1 1 0 20 2x4 4' -0.00aI 1.3E I 0 80.0 20 • • • 2x4 Total 80.0 Plywood Edge Blocking Quantity Type Size Length Z-Clips Grade Notes Notes 1 1 0 24 1.5x3.5 21.500 Both Ends TS 1 1 0 8 1.5x3.5 24.000 One End TS Hardware Quantity Type Description Notes Notes 10 lb N10 (10dx1.5) Nails 5 lb N10 (10dx1.5) HDG Nails 8 TJ -Z26 Z -Clips (1.5° Loose) 1 1 0 Note 1 HDG nails to be use at PT ledger, see detail 5/D1. • TeamBuilder v1.38 05 -03433 McCormack Building Addition 1 of 1 05 -03433 Mat List - AFP.xls Approved For Production 6/15/2005, 11:47 AM G! b hS A79111111. JOIST WITH SNOW LOAD AND MECH UNIT ANkerhaeuser TJ•Bearr� 6.16 Serial Number. 7004100413 Business 14" TJ I® 230 ® 24" o/c User.4 6/2/2005 4:42:02 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 1.16.5 FOR THE APPLICATION AND LOADS LISTED .2$ Member Slope 012 Roof Stope.25112 4 o, ,© AU dimensions are horizontal. Product Diagram. is Conceptual. LOADS: Analysis is for a Joist Member. , Primary Load Group - Snow (psi): 25.0 Uve at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(psf) Snow(1.15) 18.4 To 0.0 0.0 To 0.0 0 To 5' 6° Adds To Snow Drift Point(Ibs) Snow(1.15) 0 130 16' - Mech unit point load 1 Point(Ibs) Snow(1.15) 0 130 11' - Mech unit point load 2 Wind Load Group - 8.5 Live, 1.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Upilft/Total Depth / 1 Timberstrand LSL Beam 1.75' Hanger 555 / 358 / -150 / 913 1 14.00' N/A Face Nail Hanger None / 2 Glulam or solid sawn lumber beam 2.50' Hanger 485 / 472 / -151 / 957 1 14.00' N/A Top Mount Hanger None HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Ranges Offset Slope Species 1 Face Mount Hanger IUT3514 0/12 0 No N/A N/A N/A 2 Top Mount Hanger ITT3514 0/12 0 N/A No 0 Douglas Fir - Nailing for Support 1: Face: 14-N10 , Top N/A, Member: 2 -N10 - Nailing for Support 2: Face: 2 -N10 , Top 4-N10 , Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -940 - 940 2237 Passed (42 %) Rt. end Span 1 under Snow (Primary Load Group) loading Vertical Reaction (Ibs) 940 940 1679 Passed (56 %) Bearing 2 under Snow (Primary Load Group) loading Moment (Ft -Lbs) 4268 4268 5468 Passed (78 %) MID Span 1 under Snow (Primary Load Group) loading Uve Load Defl (In) 0.346 0.932 Passed (U647) MID Span 1 under Snow (Primary Load Group) loading Total Load Dell (In) 0.650 1.243 Passed (L/344) MID Span 1 under Snow (Primary Load Group) loading - Deflection Criteria: STANDARD(LL:U240,TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. (3' 9' o/c due to Primary Application Loads; 9' 3' o/c due to Wind Application Loads] ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are In accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: McCormack Building Addition Rob Snyder 05 -03433 TrusJoist a Weyerhaeuser Business Phone : (503) 520-7121 Copyright 0 2004 by True Joist, a Weyerhaeuser Business TJi ®,TJ -Beam® and TimberStrand® are registered trademarks of True Joist. e -I Joist.., Pro.. and TJ -pro° are trademarks of Trus Joist. � Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \Customeng \Production \05 - 003000 \05 - 003433 McCormack Building Addition \designs \A19 -DBL_ JOIST.sms 4 A19 JOIST WITH SNOW LOADS OA 5 • TJ- l3earr�6.16 Serial Number. 7004100413 User. 14" TJI® 230 © 24" o/c User.4 6/220054:39:00 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 1.16.5 X15 FOR THE APPLICATION AND LOADS LISTED Member Slope:Al2 Roof Slope.25t12 T i i 0: ai, :© 19• All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. / , Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment 'Tapered(psf) Snow(1.15) 6.0 To 0.0 0.0 To 0.0 0 To 2' Adds To End Drift 'Uniform(psf) Snow(1.15) 10.4 0.0 0 To 4' 8' Adds To Side Drift Wind Load Group - 8.5 Live, 1.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/DeadIUpliff/Total Depth 1 Timberstrand LSL Beam 1.75' Hanger 568 / 284 / -150 / 852 1 14.00' WA Face Nail Hanger None 2 Glulam or solid sawn lumber beam 2.50' Hanger 487 / 286 / -151 / 773 1 14.00" N/A Top Mount Hanger None HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope ' Species 1 Face Mount Hanger IUT3514 0/12 0 No N/A N/A N/A 2 Top Mount Hanger ITT3514 0/12 0 N/A No 0 Douglas Fir - Nailing for Support 1: Face: 14-N10 , Top N/A, Member: 2 -N10 - Nailing for Support 2: Face: 2 -N10 , Top 4-N10 , Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 838 838 2237 Passed (37 %) Lt. end Span 1 under Snow (Primary Load Group) loading Vertical Reaction (lbs) 838 838 1679 Passed (50 %) Bearing 1 under Snow (Primary Load Group) loading Moment (Ft -Lbs) 3579 3579 5468 Passed (65 %) MID Span 1 under Snow (Primary Load Group) loading Live Load Defl (In) 0.350 0.932 Passed (U638) MID Span 1 under Snow (Primary Load Group) loading Total Load Defl (In) 0.550 1.243 Passed (U407) MID Span 1 under Snow (Primary Load Group) loading - Deflection Criteria: STANDARD(LL:U240,TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 1' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. [4'1' o/c due to Primary Application Loads; 9' 3' o/c due to Wind Application Loads] ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. • PROJECT INFORMATION: OPERATOR INFORMATION: McCormack Building Addition Rob Snyder 05 -03433 TrusJoist a Weyerhaeuser Business Phone : (503) 520 -7121 Copyright a 2004 by Trus Joist, a Weyerhaeuser Business TJI ®,TJ -Beam® and TimberStrand® are registered trademarks of True Joist. 1 e -I Joist., Pro. and TJ -Pro° are trademarks of Trus Joist. L / Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S \CustomEng \Production \05 - 003000 \05 - 003433 McCormack Building Addition \designs \A19_JOIST.sms A14.5 JOIST WITH PARAPET LOADS 19 /17/ O S TJ Beam 6.16 Serial vv N r erha 7004100413 14" TJ I® 230 @ 24" o/c User 4 6220054:44:09 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 116.5 FOR THE APPLICATION AND LOADS LISTED .35 Member S ope:�l12 Roof SJope.25I42 14'6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis Is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment • alUniform(psf) Snow(1.15) 10.4 0.0 0 To 2' Adds To Side Drift Uniform(0) Snow(1.15) 0.0 120.0 0 To 2' Adds To Parapet dead load Wind Load Group - 8.5 Live, 1.0 Dead SUPPORTS: input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LIve/DeadfUplifVTotal Depth /1 Timberstrand LSL Beam 1.75' Hanger 400 / 442 / -114 / 842 1 14.00' N/A Face Nail Hanger None 72 Glulam or solid sawn lumber beam 2.50' Hanger 367 / 233 / -115 / 600 1 14.00' N/A Top Mount Hanger None HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Face Mount Hanger IUT3514 0/12 0 No N/A N/A N/A /2 Top Mount Hanger ITT3514 0/12 0 N/A No 0 Douglas Fir - Nailing for Support 1: Face: 14-N10 , Top N/A, Member: 2 -N10 - Nailing for Support 2: Face: 2 -N10 , Top 4-N10 , Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 810 810 2237 Passed (36 %) Lt. end Span 1 under Snow (Primary Load Group) loading Vertical Reaction (Ibs) 810 810 1679 Passed (48 %) Bearing 1 under Snow (Primary Load Group) loading Moment (Ft -Lbs) 2124 2124 5488 Passed (39 %) MID Span 1 under Snow (Primary Load Group) loading Live Load Defl (In) 0.120 0.707 Passed (L1999 +) MID Span 1 under Snow (Primary Load Group) loading Total Load Dell (In) • 0.203 0.943 Passed (11838) MID Span 1 under Snow (Primary Load Group) loading - Deflection Criteria: STANDARD(LL:L/240,TL:L/180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 3° o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. [5' 3' o/c due to Primary Application Loads; 9' 7' o/c due to Wind Application Loads] ADDITIONAL NOTES: -IMPORTANT! The analysis presented Is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used tor Building Code IBC analyzing the TJ Custom product listed above. • PROJECT INFORMATION: OPERATOR INFORMATION: McCormack Building Addition Rob Snyder 05 -03433 TrusJoist a Weyerhaeuser Business Phone : (503) 520 -7121 Copyright 0 2004 by True Joist, a Weyerhaeuser Business TJI®,TJ -Beam® and TimberStrande are registered trademarks of True Joist. e -I Joist °,Pro' and TJ -Pro° are trademarks of Trus Joist. Simpson Strong -Ties Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. L S: \CustomEng \Production \05 - 003000 \05 - 003433 McCormack Building Addition \designs \A20 -DBL JOIST LOAD.sas f / / , M4.5 JOIST WITH SNOW LOADS /„ 6/O � (/ � 14" TJ I® 230 @ 24" o/c vim/ TJ- Beam 6.16 Serial Number. 7004100413 User.4 62/20054:36:20 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 1.16.5 FOR THE APPLICATION AND LOADS LISTED Member Stope l72 Roof Slope.25J12 o' 94' 6' All dimensions are hozorltat. n Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. / Primary Load Group - Snow (psf): 25.0 Llve at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment " Snow(1.15) 6.0 To 0.0 0.0 To 0.0 0 To 2' Adds To End Drift 4 llniform(psf) Snow(1.15) 10.4 0.0 0 To 14' 6' Adds To Side Drift Wind Load Group - 8.5 Live, 1.0 Dead SUPPORTS: • Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth Timberstrand LSL Beam 1.75' Hanger 523 / 217 / -114 / 739 1 14.00' N/A Face Nail Hanger None / 2 Glulam or solid sawn lumber beam 2.50' Hanger 516 / 218 / -115 / 734 1 14.00' N/A Top Mount Hanger None HANGERS: Simpson Stronq - Tle® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Face Mount Hanger IUT3514 0/12 0 No N/A N/A N/A /2 Top Mount Hanger ITT3514 0/12 0 N/A No 0 Douglas Fir - Nailing for Support 1: Face: 14-N10 , Top N/A, Member: 2 -N10 - Nailing for Support 2: Face: 2 -N10 , Top 4-N10 , Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 723 723 2237 Passed (32 %) Lt. end Span 1 under Snow (Primary Load Group) loading Vertical Reaction (Ibs) 723 723 1679 Passed (43 %) Bearing 1 under Snow (Primary Load Group) loading Moment (Ft -Los) 2525 2525 5468 Passed (46 %) MID Span 1 under Snow (Primary Load Group) loading Live Load Defl (in) 0.168 0.707 Passed (L/999 +) MID Span 1 under Snow (Primary Load Group) loading Total Load Defl (in) 0.239 0.943 Passed (L/711) MID Span 1 under Snow (Primary Load Group) loading - Deflection Criteria: STANDARD(LL:U240,TL:U180). • - Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 10° o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. (4' 10' o/c due to Primary Application Loads; 9' 7' o/c due to Wind Application Loads) ADDITIONAL NOTES: - IMPORTANTI The analysis presented Is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: McCormack Building Addition Rob Snyder 05 -03433 TrusJolst a Weyerhaeuser Business Phone : (503) 520 -7121 Copyright 0 200d by Trus Joist, a Weyerhaeuser Business TJI®,TJ -Beam® and TimberStrand0 are registered trademarks of True Joist. e -I Joist °,Pro° and TJ-Pro." are trademarks of True Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. / S: \CustomEng \Production \05 - 003000 \05 -00343 McCormack Building Addition \designs \A14.5_JOIST.sms