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FEMA-EC970410The City With A Beautiful Future BUILDING PERMIT APPLICATION MAR 1 8 1997 Print or Type in a Clear, Legible Manner IIV4ZDr:!`TlnM n[DT Job Address: �2 d add ul/ vl Date: i Lot: Block: Subdivision: 0L Phase or Section Number: Owner Address:2' /j� Phone #: L2_ I_88. w ZdQ Contractor: Address: Phone #: SM41CL Description of Work t e Done Class of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demolition 17 Lbi%l z t2i holm. Area of Building in Square Feet First Floor 2 Second Floor NOTICE Garage Other This permit becomes null and void if work or construction authorized is not commenced within 180 days, or construction on work is suspended or abandoned for a period of 180 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state or local law regulating construction of the performance of construction. Electrical Contractor FPMC - 1 (4/94) rtummng -onLracLur 1. Vnll aLAU1 Value of Work to be Performed 4 si--r 1Vo w BUILDING INSPECTION - WHITE, APPRAISAL - YELLOW, CUSTOMER - PINK ELEVATION CERTIFICATE • ' • Experts May 31. 199677 'FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCECOMPANY USE ' POLICY NUMBER aTOEET ADDRESS (indudl v Ap1., Unc Suds Andor mbar) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIL NUMBER OTHER DESCRIPTION (Lot and Numbers. ) �o 7,L Lo57 -CITY jai 0 STATE ZIP CODE SE15TION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY,NUMBER 2. PANELtNUMSER 3. SUFFIX4. DATE OF FIRM INDEX S. FIRM ZON$ e. BASE FLOOD ELEVATION y& �� 6'2 00/0 f���� ' r. indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): EJ NGVD '29 0' Other (describe on'back) S. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a SFE for this building site, indicate the community's BFE:' I I V I I,i.._f feet NGVD (or other FIRM datum—see Section B. Item 7)• SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a). FIRM Zones Al -A30, AE; AH, and A (with BFE). The top of the reference level floor from the selected diagram ­is at an elevation of ZI.dJ.GCI lest NGVD (or other FIRM datum—see Section B. Item.7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of tha lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of L11 -1—L.1 i feet NGVD'(dr other FIRM datum—see Section B. Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is ILLI _j feet above ❑ or below :3 (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is W .0 feet above ❑ or below L (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference• level) wevated in accordance with the community's floodplain management ordinance? [I Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: El NGVD'29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is dptterent than itlat used on the '"M (see Section A. Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion eouation unser Comments on Page 2.) is 4. Elevation reference mak used appears on FIRM: k Yes El No (See Instructions on Page a) S. Tne reference level elevation is based on: actual construction ❑ construction drawings NO7I : Ilse of COnStruct+on drawings is only valid it the ouilding does not yet have the reference level Noor in place; in which case this cerfihca+e writ only be valid for the budding during the ccurse of construction. A pcst-construction Elevation Certificate will oe required o,7ce construction is comaiete.) 6. The Plevatlon of the lowest grade immediately adjacent to the building is:1, 1. V-IfOI_Z:. feet NGVD (or other FIRM datum -see Section B. Item 7). SECTION 0 COMMUNITY INFORMATION '11. it the community official responsible for verifying builang elevations specifies that the reference level indicated in Section C. Item 1 is rot the 'lowest floor' as defined in the community's floodplain management ordinance, the elevation of the building's 'lowest flow* as defined by the ordinance is: LLLLU.1 ! feet NGVD (or other FIRM datum—see Section B. hem 7). tr 2. Date of the start of construction or substantial Improvement ' FEMA Form 111.3 it MAY 90 REPLACES ALL PREVIOUS ED11iONS ` SEE REVERSE SIDE FOR CONTINUATION j SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or arctolect who is authorized by state or Iocel law to cati.l} uz-^ u, information when the elevation information for Zones Al—A30, AE, AN, A (with BFE).V1—V30,VE, and V (with BFE) is regwr-J. Community officials who are auttwrized by local law or ordinance to provide Iloodptain management information, may also sign lite certification. In the case of Zones AO and A (without a FEMA or community issued SFE), a building officW. a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features -it the certifier is unable to certify to breakaway/non•brepkawa enclosure size, location of servicing equipment, area use, wail openings, or unfinished area Feature(s). than list the Fee 4)F •0.000.. �.t• included in the certification under Comments below. The diagram number, Section C, Item 1, must Stitt be entered. �P 0% TS I certify that the information in Sedtions B and C on this certificate rep(psents my beet efforts to interpret the data av • /understand that any false statement may be punishable byline or i nprisonment under 18 U.S. Code. Section 1t)01 "' """' "'•"�• ••• i BARRY S. RHODES CERTIFIERS 1►1LE inti ADDRESS 7� SK 1NATURE Copies should 9'b made of COMMENTS: LICENSE NUMBER (a AMOc 5") m - V"0 ,nesse. COMt•`ANY NAME V S CITY ATE • ZIP OAT EU_/O �/ %P►10NE ���` �/ %rte , rilflcale 10 : 1) community official, 2) insurance agent/company. and 3) building o:tit••. ON WIT" SL At) SASEW n A v A ZONES ZONES - pp ZONES 0 :•si .s....eMtY: •.:000 f ,tiLf .E OAAEIE E 0000. ...-..-..,. i Tr a diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zone° I E' .-ations for all A Zones should be measured at the lop of the reference level floor. E•: vat on; ror all J Zonas should os measured at the bottom of ine lowest norizonial structural member. i t"Pgu 2 ON O.O►ES. POEMS. On COLUMNS A v ZONES ZONES 11E1 E �t.00E EASE 1 .mea':.ici Lf Vat :;A lLVtl •t000 - EEtv.. AM]N � ILI�ING! i u n� VA TP. E 0000. ...-..-..,. i Tr a diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zone° I E' .-ations for all A Zones should be measured at the lop of the reference level floor. E•: vat on; ror all J Zonas should os measured at the bottom of ine lowest norizonial structural member. i t"Pgu 2 85.00' r PATIO . I � RESIDENCE F PORCH 48" CONC. / WALK WALK AS PER CITY Airs ARE Ovumvin fvtm I APPVAL OF SINGLE q'IIE TRESIDENCi, ONLY. D PICTIONSc)-TS ON PLOT PL,A,N N T BEEN REVIEi'JI:D A � APPROVE I D. I I I ,.WY OF COPPELL I VIEWED W AM 00 DATE v of tie pians and specifications shall not r )0 n rue -fo mean construction in direct confiict h the Citof Coppeli Building codes and Zoning GA AGE I I I ; SITE PLAN _ I _ SCALE: 1/"- 20'-0' - _ I LOT 16, BLOCK E O' B.L. I COPPERSTONE I i DALLAS COUNTY m COPPELL, TEXAS � I I I 85.28' - FO OA" RRVEY REQU MARTEL LANE ) STREET CUT SURVEY PLAT BARRY S. RHODES Registered Professional Land Surveyor (972) 475-8940 This is to certify that I haws, this date, made a careful and accurate survey on the ground of property located at No. 327 in the city of Taxes Lot No. /6 , Block No. E City Block No. of C'o,�.oE,P.STo-c!� , an addition to the City of 141��E�G� 17iFCL.�S Go . Texas, according to the recorded in Volume at page of the Map Records of COUNTY, TEXAS. 1 �g-rf L /_ ASE S.4' 0 s,r• ti N Q 0 X2.4•. h � N M O�rlc.� 2.P ion off=. �C�. 7l0 �2Nf. ,M �n �a 3•¢ o 0 h l� � h i( 07- • l6 30.p'c3c. .v S9�ZS'o7" w SS.00' The plat hereon is true, correct, and accurate representation of the property as determined by survey, the lines and dimensions of said property being as indicated by the plot: the size, location, and typo of buildings and improvements are as shown, all improvements being within the boun- daries of the property, set back from property lines the distance indicated, and that the distance from the nearest intersecting street, or road, is as shown on said plat. THERE ARE NO ENCROACHMENTS, CONFLICTS, OR PROTRUSIONS. Suis: Zo ' THIS SURVEY WAS PERFORMED EXCLUSIVELY F1 oats • 3 - 3/- 97 �i�/ 111-1-716-5 G.USE OF THIS SURVEY FOR ANY OTHER PURPO I JobF.b No..:: OR OTHER PARTIES SHALL BE AT THEIR RI Jo^lS?''i�98 AND UNDERSIGNED IS NOT RESPONSIBLE TO 0 Checked by: FOR ANY LOSS RESUL-TING THEREFROM. ILIOY1441VSl N439" 1—,07- 15 —,0r/$ RS T Leulwe-Poolna 1 OR 2 PLIES 23/32" APA RATED OSB. LORRAL) AS SPECIFlED EN RIM JOIST TO CH FLOOR JOIST SING 1-10d NAIL v— PER FLANGE ALWAYS CHECK -J// �\� ' STIFFENER N�/RIM JOIST SAME DEPTH REQUIREMENTS AS FLOOR JOIST USE FOR JOISTS 16" DEEP OR LESS 6 0S8. (OR EQUAL) RIM JOIST 0 (v L"410 a-p""o NOTE: THIS DETAIL MAY ALSO BE USED AT INTERIOR BEARINGS TO TRANSFER LOAD ALWAYS CHECK c✓ BEARING AND STIFFENER ToLoullono-Poolno 23/32" APA RATED \ I OSB(OR EQUAL) �\ �1 I I RIM JOIST —, USE SINGLE OR DOUBLE SQUASH BLOCKS AS SPECIFIED SECOND E101 E[ail FOR MINC PLAN 2x STUD WALL PLYWD. SHEATHING LPI BLK'G PANEL (SEE PUN FOR BLK'G.) LPI JOIST STUD WALL Loulvlone-Po lfk SUBFLR. LPI'S O 2x6 NAILED TO f L -2x4 CONTINUOUS 2x4 W/12d O W/ 12d OR SCREW 12"o.c. ATTACH TO EA. LPI O Li Lu ZN(/IZ o �p,O ?O F-1 NMaZ Jw� ac�gamo Nl-,o O m- Z�F._00 WaOQ V)JOcoU OZw xxinP 00W,aozoao =maw Ula I N�NWF_ Pozo o" uoumm BI: opWa 00-0= WLo V)aW oaprn;;tZQ ZEn QOwfnz Z O W O N OJ W M O 2 W 2 J Z OIL)-�a<xQ V). ZEONw �J<ZL,OV)W>- WWV. WUJ waw -w< mF-Ia1Na V) J LLI 0 F- lL V)00M n wmww�OV xoa-W 3 Lu0 mMIX uw< ULw 5cyQa0 LLJ av °ZULD °a~te L5 V) M =U' NIWiwZON00 J=0<=U UO�NNgawOWwww-}W Mia WO_M ti a F>---I--a JJm �mCL In00JNJxZOZaD0 J ME2 awf-X� Y�z 1A LLI F-gwww IO h OD 6 Z O a. ZN W -00 _0 0 mj0O< 0�;�wwo mV) 0<IU WWZO<= wmo �zYQ]3. <W<OOzNZW0 z3 UoUtl '� W -O �w F]Coj WZ0-F- WNOJ WH'Lo aF V-N1ZNU~fFFx-<Qli zcrnit o_jM 2 Po-w(Lowo <M <K <[-L�0LLcn°D2woLjal z7IlLOWOa OF-0p� wo0wo mowxNU0CL rn ►- 0 < z OZU30 ZajZZMmWXM Of 9wL" < I >-<6WOFWown WZmp IWL0 < —w~p Wj WM (9 O V) -� N J W- ZOOZZXVj7_S=aF-5Wa =Wy01_0.10a00ZN0ajF- Q~~NwILJW�J)<Mwwa I oLd �iZUW-j j2�Z3NW2 �oacr -j 0V OwUw�Ijw.� Ja'ZW<8mwoF-6EoOwZV) JF --x20 WO_IYaooF-ww <01PwZamamtnF-.xwln>ol C4 vi a vi L.MATERIAL Li�T li PANELS Z „O ' N �! 2 =0 WLLI< fn 0 Z O Q L tL O~ c0 z FW' NwaZN�O �� O � w W 5 W> U Q w Z OO tY W07J7 yrj J J lz 00.0 U Q j wwo:53 OZ W aV)a-"tnnEnsir 00 < I� c~n¢_c�cnzjpc f c� I� re0<F- O:QW0 =Cy L WZ O �I`. j OW N '- F w w LLXZ U o Nawa.v< w J_D_W w1 CD F-g N Za GJ QF- <aZaINLI[.- Z00rii0Wx D CO W v_> W W= a V)ZC100XI-L_ 3 < m w w • L.MATERIAL Li�T li BLOCKING PANELS ' N ■■■■ems©� r.■■oo® BLOCKING PANELS ' N O� Q11 N Ict co V �^ C N J , co c� O CAM . c, Q to Q ac , W W HE ' N ri, Handling and Installation Recommendations Failure to follow good •All rim joists, blocking, connections, and ROOF LAYOUT WARNING,* The following conditions ROOF DETAILS �, rocedures forhandlin storage, and temporary bracing must be installed before (Typical) �. Maximum slope: 12:12. Uplitt anchors may be required. p g. g , p Y g (vp ) � are NOT permitted . installation could result in unsatisfactory erectors are allowed on the structure. ate° m •. s Verify capacity and fastening of hangers and connections."- E. performance, unsafe structures, and possible collapse. __. _ ___---. .__--_----._�.�. __-__._ Engineered Products Important notes: These instructions are N, i put holes too close r ocfS overcut hole and make hole with hammer BIRD'S MOUTH • BEVELLED PLATE OPENING offered as a guide to good practice in the hon- - - Joist or rafter must be laterally supported I larger connection Railer connection Conurdio'r to su0��k rtdamage flange. w unless knock-out is provided. _.. (Lower bearing only) I Hanger connections filing, storage, and installation of LPI Joists • �'.. ' at end bearing and at cantilever support. 4e 4f of plies out cut w LYI blockingWell stiffener }:' I - .: 5a ur 5h LPI blocking beyond bearing. �...d required uired Stronger Floors. Straighter Ceilings. instance~ other or addition I precautions may ' No loads other than the weight of the j � � ," ', g' :I r �.. ,:-11 (see pageand Gang-lam LVh cams. ey are, owever,solely general mmendations and, in some , g be desirable. In all cases, the rocedures used erectors are to be Imposed on the structure / - .., �,-p h1>] blockin r ®• . a • • Web filler • o should be ass ecified b the architect/en before it is permanently sheathed. •• . - t, '`�."_2 x ,AFiller on7 Gang-Lam LVL Beams - P Y Ki- panels rya ^ > '� ` �Revelled (see 6i) back side • LPI°° Joists neer responsible for die entire building. • After sheathing, do not overload joists with . ,>,�.vk .' k . ' r • . y • .,v > plate construction materials exceeding design"16' deep or less •This is not intended as a manual for selecting ,k w;.- •,.° kfr -... , 26p Series 1-112" flange width products and assumes; that components and loads.all Joists and Gang-Lam LVI, beams must be ,✓ k, v •, 4 - �l '? e !J'J : .. ) . t _ `;�;,;;-. ° M1 _ y 30 Series 1-3/4" flange width details have been specified correctly. used under dry, well ventilated conditions. ' 'v. ` r „"# i="r a# ^;r -' ' ;^ d°• 20 Series 2-1/2 flange width • Consult the LPI Joist and Gang-Lam IUI, Y • '•' . k.. /. R • ,ts ., l 32 Series 2-1 /2" flange widthbrochures- See other side for complete product warranty - ; - '> 4 - •'f . - - �x ;<'• •: Filler block" >_ 9 or contact your Louisiana Pacific k , ,♦ h, • ° „ / . _ r = s i< w / n :"= a / 36" Series 2-1/4 flange width engineered products distributor for assistance. and MSDS 4—.y=.-. '� - . , e. -t" (see 6i) 56' Series 3-1/2" flange width % y "' r , �, '; •`''` (gee filter :. b , k . c y • Also available. in French. A! . ' : v i' ' v I ' �' �° .+. - ^s v ' ° • .„ a ' ' - Bevelled web Simpson b•PA, Kant-Sag TME', TMI [[ or equal Verify capacity and FLOOR LAYOUT -. �r----- '.r ' �" % ••>. -e. t ..y " stiffeners required connector may be used instead of bevelled fastening requirements • EKalertrent dlspomble en 1 ran4als. ,, �t • ;5 4 j' "4 ,y ; - `, Refer t0 chart for D �IiI damage joint. flange both sides (sec page 7) plate. specifications.turer's literature for of hangers and connections. .. with increased stiffness. (Typical) r -� 4 ;.,� • #, . p 1 d COIIeCf location. ,,;r g 3•,:j::: _._- __ _ .. _._ _ _. _ _ _ -__. _ __. A indicates our new higher grade flanges ' , _._--- - _ Post-beam ;'' /-� -_- ` - s. , : ' t ';: • DON i cut flange for pipes- t70N'rtrise'tdd`rfafls SUPPORT BEAM TOP SUPPORT RAFTER CONNECTION Joist must be supported laterally Bridging or midspa❑ blocking is connection Simpson LSTA 24, r at end bearing and cantilever. not required. It may enhance floor Squash blocks - A t:; "" t performance if used properly. 6k 5h and 5g "'` , - • +a' , 48 or 4h tort I "' ;,. <£a ,., 1 Kant-Sag 1517-22 Web stiffener strap (or equal) for t. Kant Sag ISTI-22 Sloping - lI I Simpson lSTA ,.4 I ' j - , 4 '` DON F i Header strap (or equal) for required each side slopes over 7:1'2 strap or equal ' Dropped cantilever %%` - \ Or notch • L '-• • 1, LPI blocking '' ,: Any fastening of member ✓ .5 \ flange. "" µ, 6g Temporary I NG A �1 ' fi f slopes over 7:12 Cantilever details. ' not detailed such as uplift �. \ LPI 6C Temporary construction bracing or is anchor is v blocking 6d, 6e, 6f j required for lateral support before Roof header sub'ect to local approval. decking is completed. Failure to 5C:. p use bracing could result m senors ,�••l.�c • <. ; '> s`?�,a , •; ^ S-. r `� , °, ,v `f i .Y. >„.r • Overhang details ', ;i ^ " ,: ;� a, rA „"•,:. >,x. r"+ *v k .; r., o-r • , •_}. injury or death 4 or 41 kt� � >W ,�f" ° ,,,, , I ° x,"/' �., Ly •k ?,+ r ' r �. a 1 • A g See below. 1� I t"°. tf � "" /-� i r �a ft# ✓✓✓���pppjjl•`�. x � ` a r i -F, \ °�. r" t,°" v'r rx'• ,°Ali° .sfy«. ° TEMPORARY BRACING DON'T drill of . •Y .,: •. / < .. .. ';.. flange. s r:<�. ,.` "•4, • I.: se at least 1x4 temporal y bi dung members nailed to each LPI Joist with two 8d nails. s �"s.;rq -SSU LPI • . •..,, ' s, -, •„> .. - n ' '^ series, 8'-0” t for other LPI Joist series. d ; Simpson • Keep them parallel and no more than 6 0 apart for IPI 26 spar 1 "'. _.- k + ` '� x. " �• ° Kant-Sag TMU Structural blocking •- ` •" ,S •. Y°. '=.4 "• '' 't` -;, "a ; ' •Use long pieces, not short blocks, lap the ends to keep a continuous line of bracing. "' tst-; � ` ` ' (or equal) hanger Simpson I SSU, beam Bevelled Y "', '` ( •, 'r •Y. '�' - - + ' • To prevent endwise movement of the continuous 1x4 lines of bracing, anchor them at the ends and at 25' O intervals Into a Web stiffener Kant-Sa I'ML '1. Support plate correct nafhn9 g � beam • _ -,L� . , stable end wall or an area braced by sheathing or diagonal bracing. required each side (or equal) hanger h wit Fn detail6j. be wall V f e • • �; � • •, ", ' '_, ,�� "'' , .+ ' •Remember, the continuous 1x4 bracing is not effective unless attached to the braced area. (se page 7) .,L . '" � '•, "'' , ,-' •Use particular care removing temporary bracing when applying sheathing. Remove the bracing as the sheathing is attached. • 'Y Y •"s, .� /� ' ` • ' Eliot NOTE: Some wind or seismic loads may require different or additional details and connections. c; '�� DON'T cut beyondhrek►e DON' 1' support joist on web. ObN7twohordrill FLAT SOFFIT OUTRIGGER OVERHANG Diagonal i j edge Of bearing. Gangrtam LVL beams. (Fascia support) -".. Maximum blocking brace -'r, , v, Use fabric overhang _ ,r_ -„' „ '+ LPI blocking Hanger clings / �,. .. Sd nails e a 8 nails at connections �`" p; rafter spacing 6' o.c. Y �"' std Bred at m ) li TempWoorar ' ...,i,, : •'r 61 / ✓ Safi •�> 611 lice. (2 0 maxclinched 'Temporary construction bracing "o • `" HANDLING AND STORAGE ss � • 4 � � - I • � required for lateral support before decking �! :, ,t • a ° ` ` 'r*X` s "' -� e 'v • Keep LPI Joists and Gang-Icor LUL beams dry.,,' is completed. Failure to use bracing could '�"-_ '� /� /� �� °. ; . , 's ./: " k ° .,:,; . " r^ U •`, 1.. result in serious injury or death. LPI rim joist • Where possible, keep them in wrapped bundles. . ". a "a ; ✓ '" '�� Tf See below. 6bhigh. • Don't stack bundles more than 10' 'O , Bevelled Refer also to page 2. '-S> i '_ � , � Align `' ,(� 3 x4 � y 5 late ' .. y �'�_ -" I �,, stickers • .%++ r" T`'4 f JY.: ( t= a F� F,.°.t p a ,., s ` yr • *`,' . (P a�y;o tS'+•' f . . °.;,•, ,. -fir" r,.., ` . ' 2x4 cut. - •Use forklifts and cranes careful) to avoid �� � ,/ - � : , ° ° ' ` li TEMPORARY BRACING rlamagmglolsts. [A theothone r _ - both to t n • Don't use joists and beams for other purposes - - 3 / - the other I ° ' •Ilse at least 1x4 temporary bracing member nailed to each Lill Joist with two Sd nails. � -�� _-- • Keep them parallel and no more than 6'-011 apart for LPI 26" series, 8'-0" apart for other LPI Joist series. such as ramps, planks, etc. Cir% sides I max. . • --, `')'" 2x4 filler Gable end 1 • Use long pieces, not short blocks, lap the ends to keep a continuous line of bracing. 1 ¢� • To prevent endwise movement of the continuous lx4 lines of bracing, anchor them at the ends and at 25'-ll" intervals into a 2x4 cul "" ""+' ladder X11 2x4 fillers `S stable end wall or an area braced by sheathing or diagonal bracing. to fit ` Sd nails at � � • Remember, the continuous 1x4 bracing is not effective unless attached to the braced area. IO'-0" max. 6" lice. Wind or seismic load subject to 2 -0" max. • Use particular care removing temporary bracing when applying sheathing. Remove the bracing as the sheathing is attached. Hard, dry, level surface-DOPJ'T notch beam at support. clinched Y local approval .yam Printed using totally chlonnafres pulp- t GANG-LAM® LVL DETAILS FLOOR DETAILS JOIST NAILING SQUASH BLOCKS OSB (orequal) RIM JOIST WEB HOLE DETAILS Connections and fastenings shown below are typical for to loaded beams where framing is applied on to of beam •Verify capacity and fastening of hangers and connections. - i'•a.l - With squash blocks Warning: Do NOT cut or notch flanges. 9 yP P ( 9 pP P . T, y Squash Mods nmst so that each carries an equal load), Additional nails and/or bolts may be required for other load conditions. • Some wind or seismic loads may require different or additional details and connections. be cut. 1/16" taller ply q ) Y q ^ I � Squash blocks must than be cut 1/16" taller ROUND HOLES SQUARE OR RECTANGULAR HOLES "° +, ^ than joist where in xeb Closest spacing 1'-0 • + + ° ° ' ": 2x4 , , 1-li 2 chanx to ht le allowed any Helc rlianlelcr W TOP LOADED i TOP LOADED 4 PLIES ROOF HEADER - OSB (or equal) RIM BOARD LPI RIM JOIST LPI BLOCKING p ,. i ;•. „ (3 plies maximum) a ..": ' -. -+ (L-P�s Solid Start rim board) -: (Do not use for LPI 56" Joists) .I . ,.ioffi��,,,� ( , 1 '••",.. _ ___ PI anung is applied on top of the beam fasten rim joist to each floor joist fasten ren old to each fourerfl Joist l r so that e is applied ri top e the beam so that each ply carries an equal load. l rase one ]Orf box nail fir flan e, Y . a - ;_; °._, ,'� > ° ^ x ; r �,�°.- so that each ply carries an equal load. using one 8d nail per flange. g p g in[erim�bearingsltot "� "' " _ „•' CJe' Q. Ixe Continuous plate Usc l or 2 plies 23/32' transfer load•:•' .r... .r A ry,,• led nails-13/4"LUL III :.y,,,"L APA"-rated OSli (or equal). 20. 3(N, 32&36^Series c ', ::x.-n ,11 r «,n/r, vey.° °?"+°"''". ,r•. Note.:: _ ValiII Referto5a r' 1-1/2 mm. "4. dimension drmemion 12d nails= - 1-1/2' LVL i r„ ,Or use 1-1"s 1" or joists require II ` Ap a r ° � ' > ` Closest distance lu Closest disranre III for Wads ,' y,d. „ ^+, ++, from end of - ,�j+ • " to center i - to edge 1-1/8 Solid Startrim 2x6 plate. I 1 r vr, �.„„ ,� either bearing either bearing board as specified. 1 L to Wad ` , , `r �ois � Blocking ROUND HOLES Closest Distance (Ft-lit) ell I , . s° , • 7. "e d ,.. , / r1. ,:.•�'��,' ,,:.: Sarna depth � L. "'1 � �.'„' i panels may `'� U ' :.i' •;. Kl y 4 . ,+^„ , ... is joist , , • > _ Use two Ad nails or two be required uo 23/32” HOLE ll1Alv4;fER ;, ." ° with shear wall Interior bearing wall APA-rated OSB 10151' Joist, n • r ,$ "- ,.a'a' "'. ; ' , « ° Y . *' " e tl� .1S • ° lOd box nails ore nal rim board Poe nail ad nail a[ 2 3 4 3 ' ; °, ° (one. on each side) ( equal) 6 o.c. nailed from 511 611 7 R J" 1011 1111 1211 _ - DEP1H SERIES n n n n n < _ Y • •� Cti: ILoad bearing walls must be aligned or stacked outside of building Lill 20 & 3'2 1'-0" 2'-0'I 3'-0" 4'-011 > • s and stiffener stiffener requirements .,t -0" 1'-0" 1 11" 3 3' 4 6 1z" o.c. on ' t 2-ou . ` „ z mini ,u q Sd nails at 6 lice. Check ) each face ' `�' � ,. " '• ,"� ° " Checkbeal Ing stiffener L[ 0 & 32 1 � 1 01. - - " _. &1/2 LI'I 'L6" 1 ;'' 'I 30^ 1' . 1 Check requirements 8d nails at 6 o.c. (see page 7) -112 0" 2 0" 3 0" 4 (1 >-(1 .� U'- _ n stiffener when used for shear transfer, ''-7" 6'-8 Two rows u to 12" dee ASTM A-307 or better, bolls 1/l Provide specified Hd toe nail at 6" lice. (see page 7) (when used for shear tran.fer, LPI 26" 1'5" 2'-3" Ti 31-11" 4-9" " - - - - p p nail to bearing plate with same Three rows over 12" diameter, feaderwashers both faces. bearing length requirements nailed from outside nail to bearing plate with same " 1 n 1 (see page 7) of building Wading schedule as decking) - _ - 11781 7 Ti -0" - - - - 11 CONCRETE WALL BEAM CONNECTION FLOOR BEAM CANTILEVER CANTILEVER CANTILEVERednkasdetkingl WEB STIFFENER DETAILS LPI 32 1-0' a=0" To' 40' J1O 6" ss' ,-o" 81-0" r IG, (Flush ceiling) - No reinforcement required 3/4" OSB (or equal) .v . ,r 3/4" OSB (or equal)r-YEPI 30A only y 11„ 3 10 4 4 4 9" 5 2 I S 6'1 5 10" 1-111 T 11, 5" - 11923" Structurally llre'locommended ) mount gars reinfo1 > AI'.A-rated rcement one sideAl'A-rated 3/4" reinforcement both sidesAl'A-rated 3/4" f `)14 & � -01�� ip I_o' TY 4P­o � 41- ' g'-0-._� 0'g-011 h 0" s' 0 adequate hsmger AI A-rated OSB (or equal) AI A i ated OSB (or equal) ConcenVated load 16h 1 ,5'-11' 6'-5" T-0" "r'-6" 8 -111 8' 7 3/4" OSB 3/4" OSB 3/4" OSB reinforcement LPI 3O^ 3-8' 4-3" 4-9" 5-0" reinforcement(ore ual) IPI blocking (or equal) -(or equal) both sides4-0° 136^& %^ 31-7u 41-4n 5'-1" 5-1011 el'-71' T-4" 8--1" 81-10" 9'-7" 10-7" ,, ',' 1 ,4✓ closure closure one done' closure long in 'num LI' SQUARE OR RECFANGLILAR HOLES Closest Distance (Ft - In) v 1+ h„y.,.h, > °',� i,� ,;!/ ° 1” t"�`{ '�• gap 11 or 1V ` - c 1/8"min. a 1/8 min. gaP II)N'GESf HOLEDIMEbSfONS ." :, A x i. > ° " • ,rr W v ° - mut. gap DEIsl, Joist PTH SERIES 2t1 311 411 5 6 7" g11 gn loft 111, 1211 _— , IPI20 31-1n 3:7" 3-1011 41.3:1 1/811 - - - - Y I :�` .•.�'„12..1 A. u-y�.. a� • .off` .(, ^•i�,` °ib' ,2k.. H, d •.1 :�. ., s.'�a 1 1'-flit 21-011 2'-I(1” 3'-lOn 7` • `� .' "9-1/2^:` IPI 32 1'p,,^a�°., •, 'L"tb a. r�° m N til y�g ° SimpsonGLB•y(.' 'ra ` ,.�„� 6}: , 1 'r`dY, d, '�."H.` a. ', �.. '� A •:;�: �ti..°a a:. n• •• rte•:e # r .,. r, y. • ate. °' ',�q..h .: o��^; ' a" ” LPI 20 2-4" Z-11 T-T1 43n 5-0 SEPI 6o 3" LI'I p1 equalsKant-Sag LBS or .• 7k r k.. �. 0" KPI g p '0„ s_ ° • .. • ^ ` '. s �, , s ',�5 A y'�. � °° _ 1 21-01, r r _ r equal seat. Stiffener , w'+p_ blockin • 'rri, blocking o r ,� '° i#a _.-...._. requirements LPI nm joist, blocking Attach reinforcement to to °' �' °• >t• >r - T-10" 6'-J _ depend on load 1 g p and '"' I1-7/$ ' LI1 26 4 _ NOTE: Protect wood from contact Hanger must apply load equally to and hanger e panels ore equal to Attach reinforcement to • _ -_ £ " 1 4 8 0 3 J 8 8' g type q 1 bottom flanges with 8d nails at 6" lice 8 0 3 t-11 with concrete as required by code. 'I each ply or special design required (see page 7) prevent beam from top and bottom flanges I . r � _ LPI 30^ 4 0' 2-10 5 10" 6'-a 8"L" 9-8" - -�' a^ �E. LPI 1 I with 8d nails at 3" lice. I both sides with nails staggered to f , - " ^ ' 6 9" 8'-0' 9'3' 10'b" - - - rotating (see 61d 1 avoid splitting. 1/8 ntI°' gait 4 g P g Use Sd Walls (cinched) '. , ,.,r .; IPI3(i"& 5s` 6-2" T-0" T-11" gt q11 9'-81 101.611 12'-1" STEEL COLUMN WOOD COLUMN FLOOR HEADER DROPPED CANTILEVER STAIR STRINGER t HANGER CONNECTIONS End support. Mininmmbearing requirc.rltelrts: For lPl2o,zs',3o>,s2R36` g1 n n 1 Use PI box nails for LPI 56` LPI 32 1'-0" 2 -0 2'-10' 3 -10 61- T-J 8 8 9 8 101-711 - 1 11 I I 1 - (Non-load bearing) 1-1/2' for LPI :A & 32, all depths. ( 140 1, _ '" 'x�y"• o' 1) ,tittrner is 2" ilii LPI 26`, 30^ & 36",11-7/8" or less. Nails to be equally spaced, staggered IPI 30" 2'-1 -0 3'-8" " 5'-8" -7 7-b' " 11-2" - , n t -1 1 web eller. Irsedl fight to required it hanger 2-1/2" for LPI 30` & 36',14" or greater. )airman tate support and driven alternately from each face. , `;':; LPI 3&& 56^ 3'-11" T-8" 5'-2" 6'-2" U-1111 T-8" 9'-3" 11'-0" 12-9" - In arcing details such as joists and sheathing 1 Framing details such as joists and sheathing _ must be provided to prevent beam from must be provided to prevent beam from • `• wp nangt' wiflr J/8" min. does not support top 2-1/2" for LPI 56", all depths. Mlmmum 31/2 caring ; -1011 4 10" 61-J 7, 9" 81-8 J 81 - - twisting or rotating at support twisting or rotating at support " `' g.q1 at bottom flange. 16 ' LI13s`& Ss^ Ti1 -air 3 6'-F 6 11 7-10 Sig' 9'-610 T 1L 9 IT-O" too nails 4" nor. Vies Simpson CCO ,,.., Simpson PC or CC Iia;,, ' Filler both faces all around 1" Filler (see 6i) iller lick, Y r a-,''A ,,• "x vy - - - _ -14'-10" Kant-Sag CCS " Kant-Sag PCM or CC X11 (see 6i) from edge rows with 1/8" : �,>> � e , �' NOTES: 9-I/2" 11-7/8� DEY7 4" 16" DISTRIBUTOR: S��NOTES FOR HOLE CH 5" 13 1" L11-11 " 1 11 S u 6 2 11" T-8" 8' Il . 'k * or equal °' or equal post i Sd nada mrmmum „ , , ARTS: r1 • 1 l> T 2': ' Q �. 6" O.C. gap at hot Web stiffeners at bearings must haVC. a Wing on tt e b gap at MAKIMDM • Square and rr aamgu m' u/hs nm Fr >e ecnlrn not and I o gh! wel>. *.: column cap >rf , or column cap , .", > _ the top flange, but be tight and fully be on the bottom -- • Round hobs do mol need to he al mid height, but mnsl nor be dOfiCl Than %, " •; -,.,. y , , � °x' nlriy '6d lnar n n t r 1,14. s 51 r ,,,5�� flange. Top flange concentrated load stiffeners must be tight STIFFENER 6-3/8" 8-3/4" ] 0-7/8" 12-7/8" 1/2" front join Flange. gay =.jw,j s L1 (L)1/d'rttin illy. d ay. 1 II II 11:' IL' " r1 ;;`Jy .. ,. 1 'y r11. til k. ". d Winer int , i 1„ubr, r, „t. n'r b,' , "i„ to the top flange and have a minimum 1/8 gap at the bottom HEIGHT t. no N(YI' cm flanges. ty t, • Cul holes carefully. DO NOT > r reu ,- 'C •Ill 40 _ flange (see drawing above). Naximnm of tivee hold per span. •Allah Ll ler Nostra Ito hero with 2 owx f M nail: at 6' o c. filial :y r.; WEB STIFFENER NAIL. REt,2FIREYIEN•fS "rhe stadj adjacent anal. well between bolos mus[ be at least twice the length of the 3�`•^{'c',. { aa */.r as^,, agy,jV dude da<..ew inn firnlfir tierios l-i lar tl'aoh wird pnaib4. longesttcaiions hole dimension. • • a „ 9-ai• : - APAratedOSB ore nal stiffener is to be a minimum of: >,�;, � ( equal) •Held locations are for mazinwm uniformly distributed loads and anopia or ' sew a':' ' • , -vFs °3y. ..,, ,'� Approved lved Joist Depth Joist Series niter Block WOO Filler ” dO1S"f DEPTH > - s ns lapublished d current L-P literature For other conditions' CI p 15/3'2 thick for LPI 26^. multiple .pa `• + _ • t � "'� •p- "._. :; ", ' Pp s/6" ose 23/32° thick for LPI 2Q 3(N, 32, & 36". 9-1/2" 11-7/81, 14" 16" I7 /],. r> contact your LP enginemed products distributor. specific " V:'*"x, • x COnIICCtIon 1 9-1/2" 30A t-tib"Orin 2x6(5 high) Irl or 3/4 OSB - ( " ) '^ - ® Loufsll n&ARciC • l8rger hole sizes and closer proximity to supports for components carrying specified � w `;., z. , and Use 2x stiffeners 1-1/2 thick for LPI 56. JOlsl NAILS PER NAILS PER NAILS PER NAILS PER / ma be determined b s ectal dost n. Use LP's L #, I 36^ 2x6 «316" OSB )le" OSB / less than maximum bad, r y Y V g bearing `�.,•:. L 2 x cantilever n-n8' 20 a 32 2x6.5/e" osn 1 oss SERIES FACE FACE FACE FACE 111 SW FI(ft Pvenue I' : 1 ` " Wood E' Design Software, or cunlad your f: P engineered products distributor. length L Provide Provide • ` 11 sfi^ z x6 • Minimum width to be same as bearing width Portland, Oregon 97204 -3601 �/ are c•rpora"or, specified / specified 2x8 min. dimension Filler block ( 12x6 2 3-1/2" minimum. 26' 3 3 N/A N/A g — For more information of LPI Joists or Gang-uam LVL, please contact one of our slues bearing ; > ,t,, bearing design by 41-011 (2'-0 min.) (see 61) 14„ 30^ 2,8 3/a' osn offices: length w ',J length others marc and 352 fie. s e" ose 718.OSB • Web stiffeners are required on both faces of dte'oist. 30" 3 3 4 4 W. Lo s anaPaoirle, wood -E, solid Start, 1,Pl. and Ga 1'-Lam zee reglsrerod trsdon,erks of 16" q l 20 3 _ 3 N/A N/A Leuisiam-Pacific COrporat fir, APA is a registered auor ra of APATireEngineered Wood West (wast East Coast 56^ (2)2x5 2x8 32 3 3 3 3 Association. PFS Corporation is a registered trademark of PFS Corporation. Fernley, NV Wilmington, NC 36" N/A 4 5 6 NOTE Louisiana Pacific corporation periodically updates and revises is product informality To (800) 223-5647 (800}' 999-9105 56" N/A 4 5 6 very that this version is current, contact the sales offices. FAX (702) 575-6803 FAX (910) 763-8178 Louisiana-Pacific Corporation 1997. All right reserved. Printer, In USA. i