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Home My WebLink AboutMULTI DOCS - 05-00098 - 625 Autumn Ct - New SFRz 4 _. . CITY OF. SING AM.ILY RESIDENTIAL �.EXBUf' � CA of Rex�.�,�,�R��S �;VNIfLYCO�tM��NIf,-y burg Department of Community Development 19 E. Main St, l Rexburg, ID. 8344 w � • y ci-rY oF SING E AMIL:Y RESIDENTIAL f ,EXBU.f .-G AMERICANS r-�i�ni�Y �AA,1;ti1u�i I Y City of Rexburg Department of Community Development 19 E. Main St. l Rexburg, ID. 83440 Phone, (2481 'i44_inon j CITY OF SINGLE FAMILY RESIDENTIAL R.,EXBURy of Rexburg + -AMER.'Ir4fCRiCA� FA:4l�LY (:�,WL4�LI:�f f Y Department of Community Development 19 E, Main St, l Rexburg, ID. 83444 Phone (248) 359-3020 /Fax -W TJ-BOaMO 6.20 Serial Number: 7004000887 'ser: 2 9/612005 9'4514 A Job'. Brett Jensen (Rawiings) 3 Pcs of 1 3141f x 14" '1.9E Microllam@ LVL Page 1 Engine Version; 6,20.16 T141A nPnn"iP%-r MIMC 10 vrc txt;tEDS THE SET DESIGN. CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 9i t2 hoof Slape8112 F 1 All 1Ts. ave . IS LOADS: Analysis Is for a Header (Flush Beam) Member. Tribut 1 Prinnary Load Group - Snow (Psi-. 40.0 Live at 11 % duration, Vertical Loads: Type Class Live Dead Lo ationRatio [�� Pi rpt lb n o f l_ 1 795 948 14311 - Point l no j.1 1262 31 T 311 - P int(lb) S now(l .1 1262 316 5' " - I rrt %l n o l _ 1 ) -1262 316 T Tr Point(Ib83 Snow(l.'1 1262 316 9T 311 - Point(lbs) no 1.1 2634 659 11 Ill PoN(Ib no (1.1 ) 418 100 13? 311 Pcin Obs) J IBJ l. 1 ) 418 100 IT 15F SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Len gth Live/Dead/Uplift/Total 1 Stud wall _0"4,8111 8383 / 350 / 0 / 1 733 L l : Blockinq. 1 Ply 1 3/41'x 14" 1. Stud wall "T 0 � ��I�r��larn LCL 14111-9E Mi rcllam LVL -See TJ SPECIFIERPS /BUILDERS IDE for d tallp Ll: Blocking -Bearing length requirement exceeds input atuart � r _, 1. Uppl ment2l x , ,, � Aware is required to satisfy bearing nrequirements. DESIGN CONTROLS: Maximum Design Control Control Shur Obs)1 0720 9772 16060 Passed (E1 %) Moment (Ft -Lbs) 37250 37260 41846 Passed (89%) Lige Load Defi! (in} 0.750 0.883 Passed {1-1283) Tial Lead Defl (in} 0,966 1.178 Passed (L1220) Locatio n Lt. end Span 1 under Snow loa&i MID Span 1 under Snow loading ID Span I under Snow i0adin ID Span 1 under Snow 1.or1n -Deflection Criteria: pifidLL. L/0,TLPL/1 . -B racinLu - All compression sages (top and bottom) art be braced at 5r 94F 01c unless detailedth r � lateral bar In i required t a h leve member stability. r , Design assurnes adequate o ntinucu lateral suPPOrt Of the cornpress�on edge, PROJECT INFORMATION: Mi Stock Rexburg - Copyright "' 20CS by Trus Joist, a w yerhaeu8er Business Proper attachment and Positioning of OPERATOR INFORMATION: Jeff H a rro p Weyerhaeuser -SLG 2600 South 600 West Attn: Jeff Harrap Salt Lake City, UT 84115 Phone : (800) 283-9E63 Fax : (801) 975-0958 jeff.harrop@weyerhaeuser.com e724;j; �w�AV -L VA 4'crhacusc r leis] i CSS TJ -Beam 6.20 Serial Number: 7004000887 User: 2 916/2005 9,45;14 AM Job: Brett Jensen (Rawlings) 3 Pcs of 1 31411 x 14"' 1.9E Mlcrollam@ LVL Paget Engine Version, 6.20.16 TRIG PPr)n"f%T en0111=70 nom, DESIGN r% I t1L btll CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NATES: -IMPORTANT! The analysis presented is Output from software developed by Trus Joist {TJ}. TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted de;;Qgn values. The specific product application, input design loads, and stated dimensions have been provided by the software user, This Oufput has not been reviewed by a TJ Associate, -Not all products are readily available. Check with your supplier or TJ technical representative for produc# avail abilify. -THIS ANALYSIS FOR TRI.lS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution prcducf listed above, -Note: See TJ SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection. PROJECT INfOR "I TI N: Mike @ Stock Rexburg Microllam"s is a registe-pd trademark of T,—us Joist. OPERATOR KFORMATION: Jeff H arrop Weyerhaeuser - SLC 600 South 600 West Attn: Jeff Harm Salt Lake City, UT 84115 Pane : {8D0} 283--9663 Fax : (801) 975-0958 jeff.harrop@weyerhaeuser.com Oft,S T ■ N LJ J Irl 1Kim . dIId1� 't `I�•ir14' L LJ `i PI. 1 'JJI�.4dld 1. 1x11-.a!i■..I.-..-.....� .-.......f,.- 1 7 Allld :-rw 111" 1 hllllal iSP•PI 1111 fJ kr.w141111 I11 dIsA Y 7 L l d q m, d lli r 111. I WWI -d *IIdMYYilaN+11yy 111Bi'�,�1��4{I,Y.Yranr1141 di I1AwI4I11 OMNI 011 1171YI11 bc1 Y Y IN I I ilf■. 1Y 111161 A 1 i. Yl 1 Y i 1. I. li y- I IikY i.ly k■11Y 9 PIYYYI 1131. -1111rr1 IYIilt114111d.Y ILI I.IIi IdiL h&kk_l,blMok &M.1 III 111 II Ili I I 1P411 I 911NId $113` la I 1111YdY OEI Yil11 YrUmb-, YI11Y.gYI11■laldlYr.k11 P1P.L LI I �Fdd YPIY1411e�1.,1�„IIr IY 1d11zaF1�� iY111p AI'(F11�1`11111 I... F. 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'-._••-..A Pyid-•r1 a�-P•r�YkR111aa�;11II III I IY11dYPP1ldlldklilkrldRfrl W1�IIIYId a .•• 1 1111 P1111111YYIPgIIIIIIICIC".IYq.111111111d IdY1YYYId11r1k111 d.rdYlll. J�Y+,y ,1,i Iii9e. Y9dol.-a�. n+IPs«-'AY1J•1r !P■BI YkW A� t�1k-t Wty.y.l r.l t..r .YF�Id...l4®-a,T rr•n......u. -•• 1i•••�+;'�a•••-•-'"+--++w IA PI N1PI11ti 11Oil�1►i1 • YdFf�F1111111111r Ya+11■'f11. I 11ii1'r1�11N�1.LlYlldiom IYttrlr�lrl 1�IddYdlYlu■1MYdId1YY1aRl111l1YtiYYFIAIr■111Pu111 dP11T 111111111k.t.h111 W ddi.-.-y r 1 II +i1.■1 lq role�llcu :111�A7 lYlirY11Y11I®ma� PI ji,lSdP11IY1,;l I it II 15Y.11"1.11I .1.1161, 1•r.l.,ra+r..l..."i..l->y+11111.#.....-..l-.�e1�1,1k1'lll ••-Yl1i�Iw Poll . Wdg+ ..i.nJ...._, 9 , L 1 ' Ir M, w ci �7T,� boH 0 0 IN MttkkkM "MOM4 ■ -Mdt a qfk i Rif :ill w WdO2 : T T s�e�•z�•Nn� DYE R August 22,. 2005 P LLC Quinton Owens City of Rexburg Building Department P.O. Box 280 Rexburg, ID 83440 Re., Jody Rawlings Residence Plans (Brett Jensen - Contractor) Dear Quinton: We have been informed by the contractor, Brett Jensen, that you have concerns on the lateral transfer of forces through the garage area and also the.. proposed height of the brick veneer for this proposed residence. The purpose of this letter is to respond to these concerns and provide recommended courses of action to mitigate them. Garage On the garage situation, we recommend our standard treatment of constructing sheathed walls in the corners and above the headers, and positively anchoring the system to the concrete foundation with appropriate anchorage (Simpson Strong -Wall, or double sheathed wall with Simpson' HDQ8 connectors and SSTB anchor bolts, or approved eauaP)_ Adrfifinn:All fr,a neaaers above the garage door openings are to be mads continuous and extended ,info the sheathed wall area in the wall corners, brick Veneer The limitation for height of brick veneer arises from a specification in the 2003 international Residence Code, which the City of Rexburg has adopted in conjunction with the International Building Code, 2Q03 edition. The way the requirement is written suggests that brick veneers in excess of two stores can be considered if they are properly engineered. We are suggesting a structural treatment that will address this Concern from a structural engineering perspective, This involves the use of specialty constructed se"smic masonry veneer anchor ties used in conjunction with the brick. veneer under the following specifications.- Maximum pecEficafians: Maximum spacing of studs in the exterior walk shall not exceed studs with minimum 112" sheathing and approved piper. 1611 on center. Cover • Use Hohmann & Bernard DW -1 O -X seismic anchor with seismic chip interlocking system at 16" on center horizontal and vertical. • Provide continuous horizontal galvanised #9 wire in cirof mortar joints at 16 11 on center and engage #9 wire with all anchor ties. - Provide construction joints in brick veneer at a maximur�,of 30' on center. THE DYER GRC ' ��,rY�7 1��1r}}r��JJJ F� ST7 SIT' 153 a XGI 60 - 208-656..8800 �P" �. Y (VOICE) @ 877.721-6025 y i 1 - ry" 208-656.8808 j'�� '/�a�� /+� 'may ' � �, E LL) DYE R U P U.0 ENGINEERING -PLANNING *MF ENT August 22, 2005 Quinton Owens City,of Rexburg Building Department P.O. Box 280 Rexburg,' ID 83440 Re: Jody Rawlings Residence Plans (Brett Jensen - Contractor) Dear Quinton-, We have been informed by the contractor, Brett Jensen, that you have identified Code concerns on the lateral transfer of forces through the garage area and main floor living areas, and also for 9' the proposed height of the brick veneer for this proposed residence. The purpose of this letter is to respond to these concerns and provide recommended courses of action to address them. Garage .. On the garage situation, we will instruct the contractor to implement our standard treatment for this situation by adhering to the following specifications: • Constructsheathed braced walls in the corners and above the headers Positively anchor the system to the concrete foundation with appropriate anchorage using Simpson Strang -Wall, or HDQ8 connectors with SSTB anchor bolts, or roved equal. P� • Made the headers above the garage door openings continuous and expend them into the sheathed wail area in the wall corners. Large Rooms The concern for transfer of lateral farces in the kitchen/dining/family room areas of the main leve! arises from a room size or maximum square footage specification in therescriptive 2Q{�3 International Residence Code, which the City of Rexburg his adop#ed in conjunction with the International Building Code, 2003 edition. We note that under the IBC (design code} these limitations are not an issue of concern if proper design specifications are applied. We therefore wife require the following structural treatment n this residence to increase the loaf! carrying capacity of the structure and mitigate lateral force distribution concerns: :ter Block the spaces between all floorjoists in the basement ceiling {main lege! floor}along the entire length of the central basement wall that runs the length of the structure from north to south. This treatment will allow this structural configuration and the attached floor sheathing to properly carry and distribute lateral forces throughout the main floor area, including the large rooms in question. THE DYER G r-;Lc)Up. LLC'm -310 N 2ND EAST, SUITE 153 * REXBURG, ID 83440 160 208.656.8800 (VOICE) * 877,721 .5025 (TOLL FREE) * 208.656_ 390.9700 (CELL) Brick Veneer The limitation for height of brick veneer arses from a prescriptive height limitation specification in the 2403 International Residence bode, which the City of Rexbur, has �dopfed in conjunction with the International Building Code, 2Q03 edition. � Under 16C and proper design considerations brick veneers in excess of two stories are permissible. We therefore will rermirP the fnnn►Ainfr,_t___ _ . tn. address this concern: � �I u�-rU+di �+�dLmeni on is residence to • Space studs in the exterior wall not to exceed I Uf on center_ • Cover studs with minimum 1/2rf sheathing and approved paper. • Use Hohmann & Bernard DW -10-X seismic anchor with seismic clipinterlockingat 'i6" on center horizontal and vertical. system • Provide continuous horizontal galvanized #9 wire in center third of mortarjoints at 16JI center and engage #9 wire with all anchor ties. �on Provide construction joints in brick veneer at a maximum of 34' on center. The foregoing structural treatment will provide required r�strainfi of the veneer to the wall while allowing the required range of motion in the horizontal and wertical directions for proper performance of the veneer in a seismic event. Conclusion Concerns have been expressed by the Building Depar-tment over proper transfer of lateral forces in the garage and main floor living areas, and also for height of the proposed exterior brick veneer wall of this proposed residence. We are requiring the above-specified structural treatments to provide the adequate structural perFormance required for this structure. Your review and approval of the same will be most appreciated. As alWil ys,f please ey! free to contact us if you have any further questions or concerns. Sincerely, The Dyer Group, LLC Winston R. Dyer, PE Idaho Structural engineer # 4315 cc: Brett Jensen s�, g in5�o %G 9l OFI�� 4' \roar R•� U P L. f PLANNING *MANAGEMENT August 22, 2005 Quinton Owens City of Rexburg Building Department P.O. Box 280 Rexburg, ID 83440 Re., Jody Rawlings Residence Plans (Brett Jensen - Contractorlmpnffi�} Dear Quinton: 0147rPp"_ 6-ezwlp�% zz'� �F We have been informed by the contractor, Brett Jensen, that you have concerns on the lateral transfer of forces through the garage area and also the proposed height of the brick veneer for this proposed residence. The purpose of this letter is to respond to these concerns andprov0de recommended courses of action to mitigate them. Garage On the garage situation, we recommend our standard treatment of constructing sheathed walls in the corners and above the headers, and positively anchoring the system to the concrete foundation with appropriate anchorage (Simpsor� Strong -Wall, or double sheathed wall with Simpson HDQ8 connectors and SSTB anchor bolts, or approved equal). ,headers above the garage door openings are to be made continuos and extthe waft area in the wall earners. ended into the Brick Verger The limitation for height of brick veneer arises from a specificatio2403 n ernational Residence Code, which the City of Rexburg has adapted in conjunction with the International Building Code, 2003 edition_ The way the requirement is written suggests that brick veneers in excess of two stories can be considered if they are properly engineered. We are sugge$ting a structural treatment That will address this concern from a structural engineering perspective. This involves the use of specially constructed seismic masonry veneer anchor ties used in conjunction with the brick veneer under the following specifications: Maximum spacing of studs in the exterior wall shalt not exceed 1611 on center. Coyer studs with minimum 11211 sheathing and approved paper. • Use Hohmann & Bernard DW. -10-X seismic anchor with seismic clip interlock in system at 16 on center horizontal and vertical. Provide continuous horizontal galvan ized #g wire in center third of mortar joints at 16" on center and engage #9 wire with all anchor ties. • Provide construction joints in brick veneer at a maximum of 3a' on center. THE DYER GROUP, LLC • 31 p ly 2NDEAST, SUITS 153 * R�XBURG, 3440-1607 208,656.88oQ (VOCE) • 877.7 1.50725 (TOLL FREE) • 208-656.880e (FAX) • 208.390.9700 (CELL_) .o VP With the foregoing structural treatment, we are satisfied as structural engineers that the veneer of this proposed residence will perform safiisfactoriiy in a seismic event. brick Conclusion Concerns have been expressed by the Building Department oyer proper transfer of l forces in the garage and also for height of the proposed exterior bricka�� suggested recommended str�ucturai treatments that �f followed willprovide�e�� +�e have structural performance required for the structure. the adequate Your review and approval of the same will be most appreciated. As always, please feed free to contact us if you have any further questions or concerns. Sincerely, The Dyer Group, LLC Winston R. Dyer, PE Idaho Structural Engineer # 4315 CC'. Brett Jensen w43 s9 a/Z \Z\of \T W/V 46 'NP6 • u r r Account: 4-50001417 1337119 ��.. . I LM Copy ci You CM use I UK wo toll N Via" Q zr ri Ci� ri 3 w 11001;1111 ki'l2kJ03 Flo KU w %MM; F100090 15900,1 i eck 1614 Amount Date'10/27/2008 BRM rW9N cOhMuMN, NC e' 1616 EQ Wr a e;Ea% D" MWX ID 8.W e�,urli�l PIL X209} 3d�-U WMTW $/770 PAM 4SOO��i��' D�04a0�79D,� Chick 161.6 Amount X17.90 Date 10j15j2008 8AET7 JEHSEN CO(S7RUCil4'� INC Poaaxur PH. {a7B) 3�s-QSp3 OADER Of � I Ve - mr 4hm�'�^4 �we 60,4td SQ ►car�urrr�i�x �8�$ �tannKt Am y 1 �y278.a0 � "r.M rcy? � 1.)4 3� r % f `�'D0161BM l.j24�03P7��: 4�OD��1,=7j Check 1618 Amount $4,278.00 Date 10/24/200$ !Mj amici yw ri IM Ci fu Flo KU w %MM; F100090 15900,1 i eck 1614 Amount Date'10/27/2008 BRM rW9N cOhMuMN, NC e' 1616 EQ Wr a e;Ea% D" MWX ID 8.W e�,urli�l PIL X209} 3d�-U WMTW $/770 PAM 4SOO��i��' D�04a0�79D,� Chick 161.6 Amount X17.90 Date 10j15j2008 8AET7 JEHSEN CO(S7RUCil4'� INC Poaaxur PH. {a7B) 3�s-QSp3 OADER Of � I Ve - mr 4hm�'�^4 �we 60,4td SQ ►car�urrr�i�x �8�$ �tannKt Am y 1 �y278.a0 � "r.M rcy? � 1.)4 3� r % f `�'D0161BM l.j24�03P7��: 4�OD��1,=7j Check 1618 Amount $4,278.00 Date 10/24/200$ !Mj