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Plans (13) HUTTIG BUILDING PRODUCTS UPPER LEVEL HUTTIG# 06-809 UNIT A MILWAUKIE LUMBER D A GREY Building type"A" PLAN "A" 9352 SW Coral St. MST2006-00261 MATERIALS LIST 9360 SW Coral St. CI FILENAME: 06-809 A UNIT.dwg GENERATED: 08/25/2006 11:06:10 MST2006-00270 } 9414 SW Coral St., - y e Designed By: CF - HUTTIG BUILDING PRODUCTS MST2006-00258 I JOIST 9420 SW Coral St MST2006-00273 I-JOIST LPI18 X 11 7/8" (30 stick(s) total) (17/11) (1/15) (2/17) (1/18) (9/21) Total Linear Footage =443feet ; I JOIST BLOCK '• I-JOIST BLOCK LPI18 X 11 7/8" @ 16" 0.;c( / 'T),lt«0..'` RIM � •�t���nlb��. ate: kcecr RIM 1 1/4" 1.3E LVL X 11 7/8" = 112' 4a (7/16') LVL BEAMS** GANG-LAM LVL BEAM 1 3/4" X 11 7/8" 2.0E (1 stick(s) total) (1/11) GANG-LAM LVL BEAM 1 314 X 11 7/8" 1.5E (2 strk(s)to (1/4) (1/6) +� � IJC GLB BEAM 24F 3 1/2" X 11 7/8" 1.8E (1 sticks tal) 1*1 (1/1 1) BIG BEAM 30F 5 1/2" X 11 7/8" 2.0E (1 stick(s) total .� Ov-110N C% (1/19) G1 HANGERS ir 17I1 HANGER Simpson HGUS 412 (2 total) HANGER Simpson HU 11 (1 total) HANGER Simpson ITT 311.88 (23 total) END LIST 1 OF 2 HUTTIG BUILDING PRODUCTS UPPER LEVEL HUTTIG# 06-809 UNIT A MILWAUKIE LUMBER D A GREY PLAN "A" *Multi-ply blocking quantity does not represent the total number of plys. **Multi-ply beam ply's are added to multi-ply quantity. 20F2 CORAL COMMONS 8-25-06 KeyBe TIGARD 11:15am MILWAUKIE LUMBER I of 1 .KeyBeam®4.410k kmBeamEngine 4.4131 Materials Database 547 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, U240 total Dead Load: 12 PLF Deck Connection: Nailed Member Weight: 16.1 PLF DOL: 100% Filename: KYB1 Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (PLF) 3' 0.00" 18' 3.00" 220 66 100% Additional Uniform(PLF) 0' 0.00" 18' 3.00" 0 100 100% Additional Uniform(PLF) 0' 0.00" 18' 3.00" 50 34 115% Point(LBS) 3' 0.00" 1683 1144 115% Point(LBS) 3' 0.00" 0 550 100% r / / 18 3 0 / 18 3 0 / Bearings.and Reactions Input Minimum Worst Case Location Type Length Length Total 115% 100% Dead Total 1 0'0.00" Wall 3.50" 1.86" 6580# 1866# 1498# 3216# 6580# 2 17'9.75" Wall 3.50" 1.50" 4806# 709# 1921# 2178# 4806# Design spans 17'9.75" Product:5 7116 x 11 7/8 Rosboro BigBeam 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 23754.'# 36741.'# 64% 8.02' Total load 115% Shear 6330.# 14851.# 42% 0.01' Total load 115% Max.Reaction 6579.# 12370.# 53% 0' Dead load LL Deflection 0.4664" 0.5938" L/458 8.91' Total load 115% TL Deflection 0.8671" 0.8906" U246 8.91' Total load 115% Control: TL Deflection At product names are trademarks of their respective owners. i. If• i 41' Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. ' , rk "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans )fisted on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. 06-UNIT A J1 OR HUTTIG 2006.1 Allowable Stress Design NOTE: LOAD TABLE 1 LPI 18 DEPTH 11.875" DESIGN CRITERIA : MSI:0.48 VSI: 0.48 1, THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375" THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 2.50 LIVE LOAD = 40 PSF LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. DEAD LOAD = 12 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOTAL LOAD = 52 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX SPACING = 16.00 IN. C/C OR ARCHITECT. UNIFORM - FLOOR LIVE TOP 53 PLF 00-00-00 25-00-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 25-00-00 0.90 DEFLECTION CRITERIA : LATERAL STABILITY. CONCr7NTRATED WALL DEAD TOP 100 LBS 25-00-00 MINBRG=3.50" 0.90 LIVE LOAD DEFL: L / 600 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. LINEAR WALL DEAD TOP 65 PLF 18-09-00 MINBRG=3.50" 0.90 TOTAL LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. CONCENTRATED ROOF LIVE TOP 50 LBS 25-00-00 MINBRG=3.50" 1.15 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. CONCENTRATED ROOF DEAD TOP 39 LBS 25-00-00 MINBRG=3.50" 0.90 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. 7,PROVIDE COMPRESSION EDGE BRACING AT WARNING NOTES: CODE COMPLIANCES : 46"O.C.OR LESS. REPORT # THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. ICC-ES ESR-1305 USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP I-JOISTS IS WISCONSIN 200905-W STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW BY A DESIGN PROFESSIONAL. PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. DEFLECTION ASSUMES COMPOSITE MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI ACTION WITH GLUED AND JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, NAILED 23/32" APA RATED ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS SHEATHING (98/29 SPAN RATING) JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS INDICATED BY NEGATIVE REACTIONS. ANCHORAGE DETAIL TO BE PROVIDED BY PROJECT ARCHITECT,ENGINEER,OR DESIGNER. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. SUPPORT REACTIONS (LBS): MAXIMUM B E A R I N G NUMBER • - 1 2 3 DOWN 300 1095 702 . UPLIFT 14 --- --- 11.875 lw MIN BEARING SIZES (IN-SX) Gsl 2KI 1- 8 3- 8 3- 8 I 2.500 CROSS SECTION MAXIMUM DEFLECTIONS RIGHT CANTILEVER CALCULATED ALLOWABLE CALCULATED ALLOWABLE 1- 0- 0 LIVE LOAD 0.09" 0.26" -0.02" 0.20" \ 10- 8- 0 \ 13- 9- 0 N. \ *DEAD LOAD -0.06" -0.01" \ 25- 0- 0 \ TOTAL LOAD 0.12" 0.99" -0.02" 0.30" •••THIS DRAWING IS NOT TO SCALE••" Handling&Erection Miscellaneous Information LP LVL and CTR,LP I-Joist Specifications Software Provided By: 08/25906 ICC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL and CTR,LP I-Joists to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval •Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 2706 Highway 421 North installed by others. No loads are to be applied to the and instructions from the designers of the complete structure before using and 3"for ad. component until after all the framing and fastening are this component. If the design criteria listed above does not meet local •Do not cut,notch,drill or alter LP LVL and CTR,LP I-Joists except as shown in Wilmington,NC 28401 completed.At no time shall loads greater then design loads building code requirements,do not use this design.When this drawing is published material from LP any use of LP LVL and CTR,LP I-Joists contrary to the Local 910.762.9878 be applied to the component. signed and sealed,the structural design is approved as shown in this limits set forth hereon,negates any express warranty of the product and LP disclaims National Wats 800.999.9105 Design Criteria drawing based on data provided by the customer. LP LVL and CTR,LP all implied warranties Including the Implied warranties of merchantability and fitness I-joists are made without camber and will deflect under load.Wood In direct for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous conformity with the latest revisions of NDS and AITC.• lateral support Is assumed(wail,floor beam,etc.).LP does not provide DWG # Dead load deflection includes adjustment factor for creep. on-site Inspection,This drawing must have an Architect's or Engineers seal•A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is Instantaneous. affixed to be considered an Engineering document SHEET # LP is a registered trademark of Louisiana-Pacific Corporation. • File;C:\Documents and Settings\cfrazeur\My Documents\WORK\06.809\woode.SPX HUTTIG BUILDING PRODUCTS UPPER LEVEL HUTTIG# 06-809 UNIT B MILWAUKIE LUMBER DA GREY PLAN B MATERIALS LIST FILENAME: 06-809 B UNIT.dwg GENERATED: 08/25/2006 10:48:25 Designed By: CF - HUTTIG BUILDING PRODUCTS I JOIST I-JOIST LPI18 X 11 7/8" (21 stick(s) total) (14/13) (7/26) Total Linear Footage= 364feet I JOIST BLOCK I-JOIST BLOCK LPI18 X 11 7/8" @ 16" O.C. (14 L/FT) RIM RIM 1 1/4" 1.3E LVL X 11 7/8" = 112'total (7/16') LVL BEAMS** GANG-LAM LVL BEAM 1 3/4" X 11 7/8" 2.0E (4 stick(s)total) (1/5) (1/8) (1/11) (1/13) HANGERS HANGER Simpson HU 11 (2 total) HANGER Simpson IUT 312 (13 total) END LIST *Multi-ply blocking quantity does not represent the total number of plys. **Multi-ply beam ply's are added to multi-ply quantity. 1 OF 1 06-809 UNIT B J1 OR HUTTIG NOTE: 20061 AnowabeStress Design LOAD TABLE 1 LPI 18 DEPTH 11.875" DESIGN CRITERIA : MSI: 0.34 VSI: 0.46 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375" THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 2.50 LIVE LOAD = 40 PSF LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. DEAD LOAD = 12 PST METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOTAL LOAD = 52 PSF , LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX 1 SPACING = 16.00 IN. C/C OR ARCHITECT. UNIFORM FLOOR LIVE TOP 53 PLF 00-00-00 26-00-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 26-00-00 0.90 DEFLECTION CRITERIA : LATERAL STABILITY. LINEAR WALL DEAD TOP 65 PLF 10-04-00 MINBRG=3.50" 0.90 LIVE LOAD DEFL: L / 600 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. TOTAL LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. 6.THIS LPI IS TO BE USED AS A FLOOR JC:6-.ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 7.PROVIDE COMPRESSION EDGE BRACING AT USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP I-JOISTS IS CODE COMPLIANCES : 53"O.C.OR LESS., STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT if BYA DESIGN PROFESSIONAL ICC-ES ESR-1305 WISCONSIN 200405-N PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS DEFLECTION ASSUMES COMPOSITE JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. ACTION WITH GLUED AND NAILED 23/32" APA RATED PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS INDICATED BY NEGATIVE REACTIONS. SHEATHING (48/24 SPAN RATING) ANCHORAGE DETAIL TO BE PROVIDED BY PROJECT ARCHITECT,ENGINEER,OR DESIGNER. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. • SUPPORT REACTIONS (LBS): MAXIMUM B E A R I N G NUMBER 1 2 3 4 DOWN 330 1036 928 335 UPLIFT --- 73 192 --- 11.875 MIN BEARING SIZES (IN-SX) '- 1- 8 3- 8 3- 8 1- 8 I 2.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LLIVE LOAD 0.05" 0.24' \ 11- 8- 0 1,2- 4- 12- 0- 0 \ *DEAD LOAD 0.02" \ 26- 0- 0 \ TOTAL, LOAD 0.07" 0.40" •••THIS DRAWING IS NOT TO SCALE*** Handling&Erection Miscellaneous Information LP LVL and CTR,LP I-Joist Specifications Software Provided By: oansroe ICC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL and CTR,LP I-Joists to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval •Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 2706 Highway 421 North installed by others. No loads are to be applied to the and instructions from the designers of the complete structure before using and 3"for 8d. Wilmington,NC 28401 component until alter all the framing end fastening are this component. If the design criteria listed above does not meet local •Do not cut,notch,drill or eller LP LVL and CTR,LP I-Joists except as shown in 9 completed.At no time shall loads greater than design loads building code requirements,do not use this design. When this drawing Is published material from LP any use of LP LVL and CTR,LP I-Joists contrary to the Local 910.762.9878 be applied to the component. signed and sealed,the structural design Is approved as shown in this limits set forth hereon,negates any express warranty of the product and LP disclaims National Wats 800.999.9105 drawing based on data provided by the customer.LP LVL and CTR.LP all implied warranties including the implied warranties of merchantability and fitness Design Criteria Hoists are made without camber and will deflect under load.Wood in direct for a particular use. The design and material specified are In substantial contact with concrete must be protected as required by code.Continuous conformity with the latest revisions of NDS and AITC.• lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # , Dead load deflection includes adjustment factor for creep. on-site inspection.This drawing must have an Architect's or Engineer's seal•A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is instantaneous. aflxed to be considered an Engineering document. SHEET # LP Is a registered trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\cfrazeur\My Documents\WORK\06-809\woode.spx HUTTIG BUILDING PRODUCTS UPPER LEVEL HUTTIG# 06-809 UNIT C MILWAUKIE LUMBER DA GREY PLAN "C" MATERIALS LIST FILENAME: 06-809 C UNIT.dwg GENERATED: 08/25/2006 10:43:53 Designed By: CF - HUTTIG BUILDING PRODUCTS I JOIST I-JOIST LPI18 X 11 7/8" (19 stick(s) total) (6/12) (2/13) (11/25) Total Linear Footage= 373feet I JOIST BLOCK. I-JOIST BLOCK LPI18 X 11 7/8" @ 16" O.C. (24 L/FT) RIM RIM 1 1/4 1.3E LVL X 11 7/8" = 80' total (5/16') LVL BEAMS** GANG-LAM LVL BEAM 1 3/4" X 11 7/8" 2.0E (5 stick(s)total) (1/5) (1/9) (1/12) (2/13) HANGERS HANGER Simpson HU 11 (3 total) HANGER Simpson HUCQ18111 SDS (1 total) HANGER Simpson IUT 312 (8 total) END LIST *Multi-ply blocking quantity does not represent the total number of plys. **Multi-ply beam ply's are added to multi-ply quantity. 1 OF 1 06-809 UNIT C J1 OR HUTTIG 2008.1 Allowable Stress DesignLOAD TABLE 1 LPI 18 DEPTH 11.875" DESIGN CRITERIA : MSI: 0,44 NOTE: VSI: 0.51 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLYWEB: 0.375" THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 2.50 LIVE LOAD = 90 PSF, LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. DEAD LOAD 12 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOTAL LOAD = 52 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX I SPACING = 16.00 IN. C/C I OR ARCHITECT. UNIFORM FLOOR LIVE TOP 53 PLF 00-00-00 25-00-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 25-00-00 0.90 DEFLECTION CRITERIA : LATERAL STABILITY. LINEAR WALL DEAD TOP 65 PLF 12-00-00 MINBRG=3.50" 0.90 LIVE LOAD DEFL: L / 600 3.CO NOT CUT,NOTCH OR DRILL LPI FLANGES. TOTAL LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 7.PROVIDE COMPRESSION EDGE BRACING AT USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP I-JOISTS IS CODE COMPLIANCES : 47"O.C.OR LESS. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT It BY A DESIGN PROFESSIONAL. ICC-ES ESR-1305 WISCONSIN 200905-W PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS DEFLECTION ASSUMES COMPOSITE JCIST IS CAPABLE OF SUPPORTING THE REACTIONS. ACTION WITH GLUED AND NAILED 23/32" APA RATED ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. SHEATHING (98/24 SPAN RATING) 11.675 SUPPORT REACTIONS (LBS): MAXIMUM B E A R I N G NUMBER QSI t2S. 1 2 3 T 2.500 DOWN 363 1170 371 UPLIFT --- --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 1- 8 3- 8 1- 8 MAXIMUM DEFLECTIONS ' CALCULATED ALLOWABLE LIVE LOAD 0.08" 0.25" \ 12- 4- 0 \ 12- 8- 0 \ *DEAD LOAD 0.02" 1, 25- 0- 0 \ TOTAL LOAD 0.10" 0.92" **"THIS DRAWING IS NOT TO SCALE*** Handling&Erection Miscellaneous Information LP LVL and CTR,LP I-Joist Specifications Software Provided By: 08/25/06 ICC Temporary end permanent bracing for holding component The use of this component shall be specified by the designer of the •Supports and connections for LP LVL and CTR,LP I-Joists to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval •Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 2706 Highway 421 North Installed by others. No loads are to be applied to the and instructions from the designers of the complete structure before using and 3"for ed. ' Wilmington,NC 28401 component until after all the framing and fastening are this component. If the design criteria listed above does not meet local •Do not cut,notch,drill or alter LP LVL and CTR;LP I-Joists except as shown In Local 910.762.9878 completed.At no time shall loads greater than design loads budding code requirements,do not use this design.When this drawing Is published material from LP any use of LP LVL and CTR,LP I-Joists contrary to the be applied to the component. signed and settled,the structural design Is approved es shown in this limits set forth hereon,negetes any express warranty of the product and LP disclaims National Wats 800.999.9105 drawing based on data provided by the customer. LP LVL and CTR,LP all implied warranties including the implied warranties of merchantability and fitness Design Criteria I-joists are made without camber and will deflect under load.Wood in direct for a particular use. The design and material specified are in substantial ' contact with concrete must be protected as required by code.Continuous conformity with the latest revisions of NDS and AITC.• lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # Dead load deflection Includes adjustment factor for creep. on-site inspection.This drawing must have an Architect's or Engineer's seal•A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection Is Instantaneous. affixed to be cons,dered an Engineering document. SHEET # LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Files\LP\Wood-E Design\2006.11woode.spx M, Floor Design Loads /, LIVE 40 LiveLoad Designed By:CF-HUTTIG BUILDING PRODUCTS Dead....15 DEADLOAD MARK TYPE QTY. SERIES DEPTH LENGTH k 5 Total..,.55 TotalLoad J5 I-JOIST 17 LP118 117/8" 11' IN IT IS THE RESPONSIBILITY OF THE CONTRACTOR/FRAMER TO: J4 I-JOIST 1 LPI18 117/8" 15' 1. READ THE INSTALLATION GUIDE BEFORE INSTALLATION OF EWP PRODUCTS. J3 I-JOIST 2 LPI18 11 7/8" 17' 2. REFER TO THE HOLE CHARTS PRIOR TO DRILLING PRODUCT. J2 I-JOIST 1 LPI18 11 7/8" 18' i N"mod 3. REVIEW CONTRACT DRAWINGS FOR LOCATION OF PLUMBING THAT MAY INTERFERE J1 I-JOIST 9 LPI18 11 7/8" 21' -6 W/JOIST PLACEMENT. DO NOT CUT OR NOTCH I-JOIST FLANGE. YOU MAY WM M FIELD ADJUST 3.2" TO ACCOMODATE FLOOR PLUMBING. N/A TYPE QTY. SERIES DEPTH SPACING L_N CO 4. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN AND NOT A - Ni< 1 O LO REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. IT IS TO BE REVIEWED - I-JOIST BLOCK _ 20 LPI18 11 7/8" 16"O.C. NO O.o N BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO N N 0I N INSTALLATION OF OUR PRODUCT. N/A TYPE QTY. SERIES DEPTH LENGTH C0 d- 5. LAYOUT. QUANITY, SPACING, SIZE, AND LENGTH TO BE VERIFIED BY CONTRACTOR. - RIM 7 1 1/4"1.3E LVL 11 7/8" 16' =O' I 6. USE ALL EXCESSIVE I-JOIST FIELD TRIM FOR I-JOIST BLOCKING/ DETAIL 83. OO 7. SOLID BLOCK ALL POSTS FROM ABOVE TO BEARING BELOW. PADS & POSTS TOto-trio MARK TYPE QTY. DIMENSIONS GRADE LENGTH** 03 BE VERIFIED BY ENGINEER OF RECORD. tn-0 O I 8. VERIFY TOLLERANCES 132 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 2.0E 11' a ..�� 9. INSTALL HANGERS PER MANUFACTURER RECOMMENDATIONS. B5 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 1.5E 4' 0rn 0,_1_•=.' C ,. B4 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 1.5E 6' CO t v O 133 IJC GLB BEAM 24F 1 3 1/2"X 11 7/8" 1.8E 11' 0_11_1- , B1 -L1_1- B1 BIG BEAM 30F 1 5 1/2"X 11 7/8" 2.0E 19' 2 I- 0 Al N/A TYPE QTY. SERIES MANUFACTURER N/A Cl)167 NP• u - HANGER 2 HGUS412 Simpson - I- -._.._.._-._.._._.._..�11._.._.._.._.._.._.. _ „ HANGER 1 HU11 Simpson •,_ .._.._.._.._.._.._.._.._Il_.._.._.._.._.._.. _ - HANGER 23 11T311.88 Simpson - m: i, _ _ T.._.._....I1_.._.._.._.. d _ **Multi-ply beam ply's are added to multi-ply quantity. Oy _.._.._.._.._.._.._.._.X11._.._.._.._.._.._.. I_ IIMI()CI IIIII _.._.._.._.._.._.._.._.X11._.._.._.._.._.._.. _.._.._.._.._.._.._.._..X11_.._.._.._.._.._.._ I� Ismi IL --82 -1,i- .I .I. ,Ir 4-2w..T. 1-1.. -1 f f f F' () " ,' i I , $ i i i i i i i i i i i i t , D. ick 1�44.�.I I I I I 1 1 I 1 I 1 1 I 1 h�' 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N N N N N N N N u7 N 17 u7 v7 N N N O V,1't Y "; s 1 1 1 1 1 1 1 1 1 -I 1 1 1 -1 1 1 ' ( tAk i1 1t\'.. Ito1 I I.j,J 1 1 1 I I I I 1 I 1 I ; :I:CO 1 I I t,,�i 1 1 1 1 1 1 1 1 1 1 I ■■■ ,`'2 I I I I I I I I I I I I I I 83 LPI Blocking at interior support , u gissiAiiaill`aitiai iiiiiiiailiuiiulliiaiiaijiail, 1 1 1 Building type"A' , , Own\_START I�Toiitad ofLAYOUT 9352 SW Coral St. Customer. either 16'O.C. support.orlopping MST2006-00261 MILWAUKIE IV...10.eidLUMBER �.We. 9360SW Coral St. Madel: MST2006-00270 PLAN A &wrirgwall � -aligned Builder. under l 9414 SW Coral St. oA GREY ,, Ste 1�.e u6 below 11� MST2006-00258 Designer. I' 9420 SW Coral St Date: I' 8/24/06 MST2006-00273 Project File Name: 06-809 A UNIT PLAN "A" SHEET UPPER FLOOR PLACEMENT PLAN 1OF I Plan Date: FLOOR JOISTS TO BE 11 -7/8" LPI-18 © 16" O.C.U.N.O. 8/2`1/06 NOTE: THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP SCALE:1/8-=1' t ', Handling & Installation Recommendations WARNING: FLOOR LAYOUT l_P I O I S l.S lX LVL LP I-Joists LP LVL Beams The following conditions are • NOTermitted P Design Process Note: For specific strength and span information,please consult specific product brochures. Do not use visually damaged products without first checking For applications with I-Joist depths over 16",please consult the LPI 36/56 Product Guide. with your local LP Engineered Wood Products distributor A Simple Span Joists:Floor Span Tables.Based on the product selected in the conceptual design, For more details please refer to our complete Installation Guide(EW6O99IN) or sales office.For a complete listing of"don't"details, specify the on-center spacing for all simple span I-Joists. refer to LP's EWP Installation Guide. WARNING: Failure to fossa, good procedures for handling, 0 Continuous Span Joists:Floor Span Tables.Based on the product selected in the conceptual storage and installation -ould result in unsatisfactory • This is not intended as a manual for selecting • No loads other than the weight of the design,specify the on-center spacing for all the continuous(multiple)span I-Joists. performance,unsafe str:ctures and possible collapse. products and assumes that components and erectors are to be imposed on the structure 111 DON'T put holes too • DON'T overcut hole details have been specified correctly. before it is permanently sheathed. close to supports and damage flange. al Header:Uniform Floor Load(PLF)Tables.Where possible use the same product specified in IMPORTANT NOTES:These instructions are offered as a guide to • Consult the LP I-Joist and LP LVL brochures • After sheathing,do not overload joists with the conceptual design(A and/or B)for all the headers around openings or LP LVL. good practice in the handling,storage and installation of LP I-Joists or contact your LP Engineered Wood Products construction materials and LP LVL beams.They are,however,solely general recommends- distributor for assistance. exceeding design loads. _ KO# y[0 s D Header Supports:Are complex members that fall outside the scope of this design guide.Use the tions and,in some instances,other or additional precautions may be • All rim joists,blocking,connections and • LP I-Joists and LP LVL I 1 • .0-e..1,,,..,;,,,, - LP design software or contact your nearest LP Engineered Wood Products distributor. desirable.In all cases,the procedures used should be as specified by temporary bracing must be installed before beams must be used --.1",..r-- 7 the architect/engineer responsible for the entire building. erectors are allowed on the structure. under dry,well-ventilated conditions. Tom*;.' .", , © Cantilever:Load-Bearing Cantilever Tables.After determining the correct roof system spans 1.-'-4;1'..1'''7-1/;;;.4!'1: and standard uniform roof load,specify cantilever reinforcing where necessary. g • For complete listing of available floor details,refer to LP's Engineered Wood Products Installation Guide. , f Holes in LP I-Joist Webs:Web Hole Specifications.All holes greater than 1-I/2°in diameter SOME TYPICAL FLOOR DETAILS • Verify capacity and fastening of hangers and connections. Refer 10 hole • Some wind or seismic loads may require different or additional details and connections. must be checked to see if they reduce the strength of the I-Joist. Mad for coned locations 131 DON'T make hole with R4 DON'T cut or notch © Framing Connectors:Verify the suitability of any connector before using. Al LP OSB Rim Board A3 LPI Blocking at Exterior Wall A5 Joist End Nailing B2 Squash Blocks hammer unless knock-out flange. (All series) Use two 8d nails or / Closure/Bracing:Floor Details,Closure,Bracing,Blocking and Rim are required to prevent Fasten rim board to each floor two 1 Oct box nails Blocking panels may Use double squash blocks as is provided. be required with specified.Squash blocks must the LP I-Joist from twisting,rolling or racking during and after construction. ( I-Joist using one Bd nal or 10d (one on each side) diem wall be cut 1/16" _ _ ,,,,,,,„.....i.„:....-- box nail per flangeAlli taller than fJmst, e , A " \ ;� ,s• ,, NOTE:Details and Suggested Specifications. 2x4 minimum. .,114:1,,,,,17..,‘„,,,,,,,...,:,:.:...,,,,r..., ' -�° txm 7...7.1,27,..""1,.!--,......„„„,...........-r!......„ Same depth as Hoist _ �® "`Nilibi: , � J" Always consult LP's installation details to ensure the floor/roof system will perform properly. �' a' �r " � \� . fit.� � �„ ,���„„ �,-i � u, 3., - � .,4 ' Recommended typical specifications for use with residential construction are included along with 0 , -,',1'...'11-''''"111. , `�' Sts er , a list of common framing errors and practices to avoid. t orDON'T drill - e I ' . , 8d or 10d ? '. f DON? � � flange. -, box nails i �,�' �", �, roavoid � hammer on flange e r x ,r 1-1/2"min.from Bearing wall -''.."..,10,1,1e" £ ' , ° splitting and damage joist. end of Hoist to nail aligned under t 10d nails at 6"oc toe-nailed Bd nails at 6"ac 9 y' (when used for shear neuter,nal ro bearing wall above Toe nail 8d or l0d E F from outside of building Refer to Joist End Nailingdetail plate with some nailing schedule for decking) box nail to plate allDON'T cut flange R6 for pipes. A5,for carred sizes B Erti and locations. %°-� Cantilever Detail* ® Stair Stringer ®Hanger Detail ®Hanger Detail �,:� � / equal) Web filler H ��� . 23 32°OSB(a Reinforcement Both Sides H * Verify capacity and Be fore to check +_ _ e Decal C2 is similar to(3 with reinforcing on o one side only. .. fastening requirements of web filler ►'''* �`,� K , � �� V APA Rated 23/32"OSB Attach web fillers 4'0" lira gers and connecters rements .. r -. , _ ,,„. i (ore ol)reinforcement, t ) �r' Mu filler blocks wish q� for hangers f '" ♦ \ . APA-Rated 23/32°OSB ,. both sides, 2 rows of ad nails Web filler g 4 vl k t r r° �' " '°� :` 44,4 .,: r. G ti „ • Ig"'. 'tel ^a. �_�� (or equal)closure,, , 4'-0"long staggered at b"oc -, :� �,4 I� * - �r �. r ; ��s �.., c. DON T use .: P °tee i'''''...- .ras required :' minimum each vile.Use �,< r, - -., 4 � �%.,, . 16d nods. b codex t.i.,„,„.1' �� _, s,��. a f T ,,� ., • `V - o f lOct sI-1 fm lPl 56 ". ,� , , T . °`` - - - r.-.:P 5' (,;.„ y. ...;.< 's , .:w. -",.• ;' --t`r „ate �`' stifles I Joists. - _ a ,.„ ,r �> , a t#r* Web filler ., t ” �' 4�k �� connection Be sure to check .—Y.X �T '� `'=,9-00?t lPl blocking Filler block s � c '- g web filler R7 DON'T cut beyond R9 DON'T notch LP LVL �` G Filler block Verify capacity and requirements inside edge of ,r beams. ,, Attach reinforcement to top and bottom flanges with 8d nails See I-Joist Filler Schedule far fastening requirements See Heist Filler Schedule for at 6'oc(when both sides-stagger nails to avoid splitting) filler block and web filler sizes for hangers of hangers and connectors filler block and web filler sizes bearing. ,...44, , �� " " . H LP LVL DETAILS Connections and fastenings shown below are typical for top loaded beams(where framing is applied on top of beam ° n � . so that each ply carries an equal load).Additional nails and/or bolts may be required for other load conditions. ' . s "K WARNING: D � s Temporary construction bracing A P1 Top Loaded Beam-Nailed Connection P2 Top Loaded Beam-Bolted Connection P4 Steel Column P5 Wood Column P6 Floor Beam(Flush ceiling) �� required for lateral support before decking is completed.Failure to (3-Ply Maximum) (4-Ply Maximum) „,1-, Top mount hangers recommended , ` use bracing could result in serious Framing is applied to top of the beam so that Framingis applied to to of the beam so that til i Framing details such as joists and each conies an 1 load Pp p sheothm must be ou ded to k tied DON' notch beam at support. injury or death.See Installation Ph each ply carries an equal load g 's� Refer ro hole chs t or engineer's specifications Guide for specifics. Standard nail sizes' prevent beam from9 1-3/4”1V1:l6d(3-1/7)nails \ 3 i i i. , toasting a rotating i s <i for proper size and location of holes / Nails are permissible ty at support -*OP . 11 LVL tOd(3")nails z ,�. r �. /2" ��`� ``�� but NOT required. � � ,�� z Vi i '''s ;g s° .e s .� p x ( r Customer Service and Product ` WARNING Technical Support: 1.800.999.9105 Li'''.- H pp ..ua -^% ° Provide length d r ., UP Temporary construction bracing required for lateral support E-mail: customer.support@1pcorp.com i bearing length L 3" ii' ° t ,-' BUILDING PRODUCTS l2"a =,�i1,i� i before decking is completed.Failure to use bracing Visit our web site at: www.Ipcorp.com 411111 � simpson((0, Simpson P(or could result in serious injury or death. .--,:_-_, € i.i. USP(CS or Check stiffener filler IPI dm joist,rim hoard, ASTM rade A-301 2'-0" 1 Provide specified CC,USP PCM or / I LP is a registered nadenark or Louisiana-Paoinc corporation.APA is a registered rraden,ark or The APA- o zoos Lculslana-Padre corporation. Two rows for depthsto 12' 9 �- equal See Installation Guide for specifics. P up �, q bearing len th - ((aequal post requirements depending blodang panels Or equal 10 The Engineered Wood Association.PFS Corporation is a registered trademark o PFS Corporation. All ghts reserved.Peered n USA.MW 40M Three rows for depths to 18" (or better)1/2"a hs. 9 9 P P cop a column cap on load and hanger type prevent beam from rotating NOTE: ou s anal-Pac fic Co poral on pe odical y updates and a ices its Four rows for depths up to 24" Use washers on bolls(ales. product information.To verify that this version is current,contact the sales offices. O a EW6053SU 7/05 Floor Design Loads 5N ' LIVE 40 LiveLoad Designed By:CF-HUTTIG BUILDING PRODUCTS Dead....15 DEADLOAD MARK TYPE QTY. SERIES DEPTH LENGTH ` Total....55 TotalLoad J2 MOIST 14 LPI18 11 7/8" 13' II N IT IS THE RESPONSIBILITY OF THE CONTRACTOR/FRAMER TO: J1 MOIST 7 LPI18 11 7/8" 26' 1. READ THE INSTALLATION GUIDE BEFORE INSTALLATION OF EWP PRODUCTS. I 2. REFER TO THE HOLE CHARTS PRIOR TO DRILLING PRODUCT. N/A TYPE QTY. SERIES DEPTH SPACING 3. REVIEW CONTRACT DRAWINGS FOR LOCATION OF PLUMBING THAT MAY INTERFERE - I-JOIST BLOCK 10 LPI18 11 7/8" 16"O.C. r- W/JOIST PLACEMENT. DO NOT CUT OR NOTCH I-JOIST FLANGE. YOU MAY �M ' M FIELD ADJUST 3.2" TO ACCOMODATE FLOOR PLUMBING. N 00 N/A TYPE QTY. SERIES DEPTH LENGTH LN NI'CO 4. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN AND NOT A - RIM 7 1 1/4"1.3E LVL 11 7/8" 16' Nr I O REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. IT IS TO BE REVIEWED N� N N BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. MARK TYPE QTY. DIMENSIONS GRADE LENGTH** cLO 00 LO 5. LAYOUT, QUANITY, SPACING, SIZE, AND LENGTH TO BE VERIFIED BY CONTRACTOR. B4 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 2.0E 5' :I: '-'13) I 6. USE ALL EXCESSIVE I-JOIST FIELD TRIM FOR I-JOIST BLOCKING/ DETAIL 83. B3 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 2.0E 8' O 00 7. SOUD BLOCK ALL POSTS FROM ABOVE TO BEARING BELOW. PADS & POSTS TOto In O B2 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 2.0E 11' CO BE VERIFIED BY ENGINEER OF RECORD. 81 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 2.0E 13' tn� ..u7 8. VERIFY TOLLERANCES 0 6,— 9. INSTALL HANGERS PER MANUFACTURER RECOMMENDATIONS. �,� c N/A TYPE QTY. SERIES MANUFACTURER N/A C~ 0 x— HANGER 2 HU11 Simpson 00 d Li.FO- - HANGER 13 IUT312 Simpson - I- sm r **Multi-ply beam ply's are added to multi-ply quantity. (.0 urafr HERE .�. la a 1111.111 CI :li Ill ill: -_.._,1.12_.._.._.._.. Dz 81 _us— ca .�.._ –..�12_.._.._.._.. D NI . J/ .! .. ... .. ....' CO83 LPI Blocking at Interior Support 0 Blocking is required 1 P. when LSoietf ed at other butting or lapping `� Customer MILWAUKIE LWAU KI E L.UMBEFt P L . ` Model: Bearingwd � AN B aligned under wall � Builder. abovbove See Note A GREY #6 below Its Designer: oiC Date: 8/24/06 Project File Name: 06-809 UNIT B SHEET UPPER FLOOR PLACEMENT PLAN 1OF 1 Plan Date: 1FLOOR JOISTS TO BE 11 -7/8" LPI-18 © 16" O.C.U.N.O. 8/2'/06 NOTE: THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP SCALE:1/8"=1' L • Handling & Installation Recommendations WARNING: FLOOR LAYOUT • LP I-Joists & LVL LP I-Joists The following conditions are ` LP LVL Beams NOT P Design Process Note: For specific strength and span information,please consult specific product brochures. Do not use visually damaged products without first checking For applications with I-Joist depths over 16",please consult the LPI 36/56 Product Guide. with your local LP Engineered Wood Products distributor A Simple Span Joists:Floor Span Tables.Based on the product selected in the conceptual design, For more details please refer to our complete Installation Guide(EW60991N) or sales office.For a complete listing of"don't"details, specify the on-center spacing for all simple span I-Joists. refer to LP's EWP Installation Guide. O Continuous Span Joists:Floor Span Tables.Based on the product selected in the conceptual WARNING: Failure to follow good procedures for handling, storage and installation could result in unsatisfactory This is not intended as a manual for selecting • No loads other than the weight of the design,specify the on-center spacing for all the continuous(multiple)span I-Joists. performance,unsafe structures and possible collapse. products and assumes that components and erectors are to be imposed on the structure III DONT put holesit oo ggi DONT overcut hole details have been specified correctly. before it is permanently sheathed. close to supports. and damage flange. 13 Header:Uniform Floor Load(PLF)Tables.Where possible use the same product specified in IMPORTANT NOTES:These instructions are offered as a guide to • Consult the LP I-Joist and LP LVL brochures • After sheathing,do not overload joists with the conceptual design(A and/or B)for all the headers around openings or LP LVL. good practice in the handling,storage and installation of LP I-Joists or contact your LP Engineered Wood Products construction materials a_— . � and LP LVL beams.They are,however,solely general recommenda- distributor for assistance. exceeding design loads. -- __ Y' tip D Header Supports:Are complex members that fall outside the scope of this design guide.Use the tions and,in some instances,other or additional precautions may be • All rim joists,blocking,connections and • LP I-Joists and LP LVL JV LP design software or contact your nearest LP Engineered Wood Products distributor. desirable.In all cases,the procedures used should be as specified by temporary bracing must be installed before beams must be used , +° t f the architect/engineer responsible for the entire building. erectors are allowed on the structure. under dry,well-ventilated conditions. .,TA'...0.- :'., ';‘. © Cantilever.Load Bearing Cantilever Tables.After determining the correct roof system spans and standard uniform roof load,specify cantilever reinforcing where necessary. - For complete listing of available floor details,refer to LP's Engineered Wood Products Installation Guide. © Holes in LP I-Joist Webs:Web Hole Specifications.All holes greater than 1-1/2°in diameter SOME TYPICAL FLOOR DETAILS • Verify capacity and fastening of hangers and connections. r • Some wind or seismic loads may require different or additional details and connections. Refer;o41:-::::'114:14.!:***,:t.01:4'1.1.;;: .1:: must be checked to see if they reduce the strength of the I-Joist. shad for coned locations - Al LP OSB Rim Board A3 LPI Blocking at Exterior Wall A5 Joist End Nailing al Squash Blocks al DON'T make hole with 1121 DON'T cut or notch © Framing Connectors:Verify the suitability of any connector before using. (Miseries) hammer unless knock-out flange. Use two Sd nails or / Closure/Bracing:Floor Details,Closure,Bracing,Blocking and Rim are required to prevent Fasten m board to each Noor two l Ori box nails Blocking panels may Use double squash blocks as is provided. (one on each side) be required with specified.Squash blocks must . the LP I-Joist from twisting,rolling or racking during and after construction. using one Mang or 10d � shear wall be cut 1/16" k� box nail per flange11 :42,i,::..';',„:..,,:a.,,,,..,-,:.:1::::;''11.; „, taller than Hoist, NOTE:Details and Suggested S ecrfications. �' 7 xs 2z4minimum. 4 � � � g, � P::: : ,., ��siss Same depth as I-Joist • ” ;sem' $`_ w Always consult LP's installation detailsto esure the floor/roof system will perform properly.-' Recommended typical specifications for use with residential construction are included along with "' ellfel'''''''''::::: 41.4 . ,. d._ 3 x.. ,� ` i Tic- ,�:as '° I� a list of common framing errors and practices to avoid. } 1 I Stagger DON'T drill< Q" • ' box nods I DON'T ...: flange. x �.�'� �F7.'..........-4%",-;-4;;;;:?,'-'71:;.,:::7;.:1;„1. to ovoid hammer on flange ... . < 11/2"min.fromPo Bearing wall =a splitting and damage joist. g end of I-Joist to nail under 1,10'4"'''' k l Od nails at 6 oc toe-nailed 8d nails at 6"aaligned from outside of building (when used for shear transfer,nail to bearing wall above Toe nail 8d or l0d E F plate with some nailing schedule for decking) box nail to plate R5 DON'T cut flange R6 6 Refer to Joist End Nailing detail for pipes. A5,for tarred sizes 4zN` e El Cantilever Detail* ® Stair Stringer ®Hanger Detail ®Hanger Detail p and locations �d 7. Web filler •'''''41.'11111'1:0- 23/32"OSB(or e )Reinforcement Both Sides . _ t W"®r`s H / Verify capacity and Be sure to check k , ,' H *Detail C2 is similar to C3 with reinforcing an a r • D fastening requirements of web filler �� �� one side only. APA-Rated 23/32"OSB 4- F- • / Attach web fillers 4'-0" hangers and connectors r uirementsi `, �, i fi ,ti Vii (or equal)reinforcement, and idler blocks with for hangers t • �. face ent, „*_ �,, Vi " ., �' .i � e�� �r � �t APA Rated 23 32"OSB ® ���� ,i� .4.o : >;, ;:: �L - y / 2 rows of Sd nods � r Weh filler1 o e ��c, �° (or egad)closure, _ 4'-0"long staggered at 6 oc " F a fi ,; ,< " -' `� „,000'.',',"? .:;,... - �, ."^ .-,,. ' DON'T use moi~` `''` .� .�,' 8- A,, ". oras re uued nnmmum m .c ''mss,,r a,. ,z� �� �� ��� . q .„ from each side.Use .-,*1.00” Ili.' . ..,ti >, �. ..3. ‹'.','"i'''', .,.' r:sem .._(; ,� - �a - � ',„ `:�,. r� ,r w � _ ��# ,,., ,..:,e .,,- dnads. i ,�� .,.<. � -: , �,�, `-,y� ,t..-. "e.. by code ��,�� * . ,� J� =:�,r f 6 � �r,_ * .. �*--: lir.. lori nails for LPI 56 r , -. „,i,4',. ....•;:,•••'•'1444.,..„ °nom 'Alco”. foists. a �.;, a Ywa alb , ;r �n � ee series J . .. I ,� - ;. r " „ + '�[ Web filler , • .., Approved ...4„..„,o, pt . , et ",' :,,..,...,.....,„..,r!.;,„„ pox p i connection Be sure to check r - w b � C D• LPI blotkin Filler block O �, B web filler DON'T cut beyond R9 DON'T notch LP LVL s' `" Filler block Verily capacity and requirements 111 inside edge of beams. ��►� Attach reinforcement to topand bottom flanges with 8d nails See Hoist Filler Schedule for fastening requirements See Hoist Filler Schedule for g 9 for hangers bearing. ��� at 6'a(when both sides slogger nails to avoid splitting) filer block and web filler sizes of hangers and connectors filer block and web filler sizes fl H E ,spy /114- � LP LVL DETAILS Connections and fastenings shown below are typical for top loaded beams(where framing is applied on top of beamIA' .4. � ' ,,I,,,-., so that each ply carries an equal load).Additional nails and/or bolts may be required for other load conditions 3" � rar�� �, � WARNING: Ir D '%�'� . �, '� ` ' Temporary construction bracing A P 1 Top Loaded Beam-Nailed Connection P 2 Top Loaded Beam-Bolted Connection P4 Steel Column P5 Wood Column P6 Floor Beam(Flush ceiling) . <�.x„ roganed for lateral support before decking is completed.Failure to (3-Ply Maximum) (4 Ply Maximum) j, Top mount hangers recommended , use bracing could result in serious Framing is applied to top of the beam so that framing is applied to top of the beam so that Framing details such as joists and t� L ,," sheathing must be provided to _ �. DON'T notch beam at support. injury or death.See Installation each ply carries an equal load each plycarries an equal load �r Guide for specifics. q prevent beam from r Refer to hole chart or engineer s specfications Standard nail sizes: r k for proper size and location of hales 1-3/4"LVL 16d(3-1 ")nails 3 i : twisting or rotating ' p°� / � ' Nails ace permissible at support 1-1/2"lVL l Od(3')nails but NOT required. A a�,, l a� fes` .. Customer Service and Product ® WARNING: Technical Support: 1.800.999.9105 ,., . . _ . ... .„ a Provide specified -. 3• beonng l nglh L _ Temporary construction bracing required for lateral support E-mail: customer.support@Ipcorp.com 12'a l [ill€.'.- ,o - before decking is completed.Failure to use bracing Visit our web site at: www.lpcorp.com BUILDING PRODUCTS SimpsonCC0, Simpsoncould result in serious injury or death. ii{ USP CCS a Provide ed CC,USP PCM or Check stiffener ller LPI rim'ist rim board, ASTM grade 2'-0"v � � � I0 ' See Installation Guide for specifics. LP isaregisteredtratlemarkofLouisiana-PacificCorporation.APAisaregisteredtrademarkofTheAPA- ®Zpp5Louisiana-PacrficCorporation. Two rows for depths u to 12' B - t" p p s. ',�` equal column bearing length ' of or equal post requirements depending blocking panels or equal to p The Enginee ed Wootl Association-PFS Co po at on is aregistered trademark of PFS Corporation- All ghts reserved.Printed in USA.MW 40M Three rows for depths up to 4" Use wash 1/2'obeth h capon load and hangerprevent beam from rotating washers on both foes. or column cap n9 type 9 NOTE:Lou canis-Pacifc Carpo action pe ion illy updates and a sec le four rows for depths up to 24° product information.To verify that this version is current,contact the sales offices. �� Ewsosasu Bios , Floor Design Loads LIVE 40 LiveLoad Designed By:CF-HUTTIG BUILDING PRODUCTS Dead....15 DEADLOAD MARK TYPE QTY. SERIES DEPTH LENGTH k 5 Total....55 TotalLoad J3 I-JOIST 6 LPI18 11 7/8" 12' lim• IT IS THE RESPONSIBILITY OF THE CONTRACTOR/FRAMER TO: J2 I-JOIST 2 LPI18 11 7/8" 13' 1. READ THE INSTALLATION GUIDE BEFORE INSTALLATION OF EWP PRODUCTS. J1 I-JOIST 11 LPI18 11 7/8" 25' , 2. REFER TO THE HOLE CHARTS PRIOR TO DRIWNG PRODUCT. i 3. REVIEW CONTRACT DRAWINGS FOR LOCATION OF PLUMBING THAT MAY INTERFERE N/A TYPE QTY. SERIES DEPTH SPACING '— W/JOIST PLACEMENT. DO NOT CUT OR NOTCH I—JOIST FLANGE. YOU MAY FIELD ADJUST 3.2" TO ACCOMODATE FLOOR PLUMBING. - I-JOIST BLOCK 18 LPI18 11 7/8" 16"O.C. �N *CO•— 4. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN AND NOT A Nr, I 0 tf) REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. R IS TO BE REVIEWED N/A TYPE QTY. SERIES DEPTH LENGTH : 01 0 0 I BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO - RIM 5 1 1/4"1.3E LVL 11 7/8" 16' tCDCV COaLO INSTALLATION OF OUR PRODUCT. D CO d' 5. LAYOUT, QUANITY, SPACING, SIZE, AND LENGTH TO BE VERIFIED BY CONTRACTOR. MARK TYPE QTY. DIMENSIONS GRADE LENGTH** _X PMS I 6. USE ALL EXCESSIVE I—JOIST FIELD TRIM FOR I—JOIST BLOCKING/ DETAIL B3. .0 00 7. SOLID BLOCK ALL POSTS FROM ABOVE TO BEARING BELOW. PADS & POSTS TO 84 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 2.0E 5' U)t.,)0 BE VERIFIED BY ENGINEER OF RECORD. B3 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 2.0E 9' ,A-v0 00 8. VERIFY TOLLERANCES 82 GANG-LAM LVL BEAM 1 1 3/4"X 11 7/8" 2.0E 12' 0 v •• .�.-- 9. INSTALL HANGERS PER MANUFACTURER RECOMMENDATIONS. B1 GANG-LAM LVL BEAM 2 1 3/4"X 11 7/8" 2.0E 13' O.-7 C jO X- CO �L�1- O N/A TYPE QTY. SERIES MANUFACTURER N/A STARTHANGER HERE - HANGER 3 1 HU11 HUC11 Simpson - At Simpson �f, NP ci - HANGER 8 IUT312 Simpson - 0 till 1".." _.._.._.._.._.._.._.._.._..,11_.._.._.._.._.._.._.._.._. . **Mufti ply beam ply's are added to multi ply quantity. V _.._.._.._.._.._.._.._.._..,11_.._.._.._.._.._.._.._.._. . 0 IIIII CI . . ._.._.._.._.._.._.._.._.._..�i_.._.._.._.._.._.._.._.._.. D a 11111 ricc yHt.._.._.._.. _.._.._.._.X11_.._.._J.._.._.._..1.._. . _.._.._.._.._.1 ..• � ..�.�._.._.._.._.X12_.._.._.._.._ _.._.._.._.. 0— I _1.44,- —.." . _.._.._.._.._ :. _..= ��. D.. _.._.._.._.._.,1.9I Jam..; B1 J'� m V'� 4G i . 1i :11:D B2 83 LPI Blocking at Interior Support • Blocking is required when IJoists end at Customer support either butting orloWping *,.♦ MILWAUKIE LUMBER % Model: ". - PLr�N = Baring wan �� under i Builder. drove A GREY / See Note #b below ItrIP Designer. Date: 8/25/06 Project File Name: 06-809 UNIT C SHEET UPPER FLOOR PLACEMENT PLAN 1OF I Plan Date: !FLOOR JOISTS TO BE 11 -7/8" LPI-18 © 16" O.C.U.N.O. 8/2,/06 e N SCALE:vs =1 NOTE: THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP 4 Handling & Installation Recommendations WARNING: FLOOR LAYOUT , " LPI O I S S lX LVL LP I-Joists LP LVL Beams The following conditions are NOT permitted Design Process Note: For specific strength and span information,please consult specific product brochures. Do not use visually damaged products without first checking For applications with I-Joist depths over 16",please consult the LPI 36/56 Product Guide. with your local LP Engineered Wood Products distributor A Simple Span Joists:Floor Span Tables.Based on the product selected in the conceptual design, For more details please refer to our complete Installation Guide(EW60991N) or sales office.For a complete listing of"don't"details, specify the on-center spacing for all simple span I-Joists. refer to LP's EWP Installation Guide. WARNING: Failure to follow good procedures for handling, 0 Continuous Span Joists:Floor Span Tables.Based on the product selected in the conceptual storage and installation could result in unsatisfactory This is not intended as a manual for selecting • No loads other than the weight of the design,specify the on-center spacing for all the continuous(multiple)span I-Joists. performance,unsafe structures and possible collapse, products and assumes that components and erectors are to be imposed on the structure m DONT put holes too R2 DON'T overcut hole details have been specified correctly. before it is permanently sheathed. close to supports- and damage flange. © Header:Uniform Floor Load(PLF)Tables.Where possible use the same product specified in IMPORTANT NOTES:These instructions are offered as a guide to • Consult the LP I-Joist and LP LVL brochures • After sheathing,do not overload joists with ��. the conceptual design(A and/or B)for all the headers around openings or LP LVL. good practice in the handling,storage and installation of LP I-Joists or contact your LP Engineered Wood Products construction materials and LP LVL beams.They are,however,solely general recommenda- distributor for assistance- exceeding design loads = �° �� , D Header Supports:Are complex members that fall outside the scope of this design guide.Use the tions and,in some instances,other or additional precautions may be • All rim joists,blocking,connections and LP I-Joists and LP LUL =�r' "G LP design software or contact your nearest LP Engineered Wood Products distributor. desirable.In all cases,the procedures used should be as specified by temporary bracing must be installed before beams must be used the architect/engineer responsible for the entire building. erectors are allowed on the structure. under dry,well-ventilated conditions. :P^ ` : E- 0,.) ---, © Cantilever.Load-Bearing Cantilever Tables.After determining the correct roof system spans ig and standard uniform roof load,specify cantilever reinforcing where necessary. Pitilyp 10', :-2:-.1;'. .:"T''''''''' - For complete listing of available floor details,refer to LP's Engineered Wood Products Installation Guide. a ,r IA Holes in LP I-Joist Webs:Web Hole Specifications.All holes greater than 1-1/2"in diameter SOME TYPICAL FLOOR DETAILS • Verify capacity and fastening of hangers and connections. Refer to hole • Some wind or seismic loads may require different or additional details and connections. must be checked to see if they reduce the strength of the I-Joist. y q chart for correct locations Al 1.10::: Rim Board A3 LPI Blocking at Exterior Wall A5 Joist End Nailing [ElSquash Blocks DON'T make hole with DON'T tut Of notch 0 Framing Connectors:Verify the suitability of any connector before using. (All series) hammer unless knock-out flange Use two 8d nails or Blocking panels may Use double squash blocks as is provided. © Closure/Bracing:Floor Details,Closure,Bracing,Blocking and Rim are required to prevent Fasten lfm hoard to each flow two 10d box nails be required with specified.Squash blocks must the LP I-Joist from twisting,rolling or racking during and after construction. �UHoist using one 8d nail or 10d �� (one on each side) shear wall be cut 1/16" ' boo nag per flange 4 `yeb, "° w� ' taller than Hoist, • NOTE:Dtad tLP's installation detailsto ensure the floor/roof system will perform properly- Same depth as Hoist ` Ii'iI .d' a' " y " .`;',05'; -_ a ® �. 1 " t Recommendedalong residential ial construction are included with ��° �� y. � �,57.4_10160....,--::, �� ° �� � typical specifications for use with res d fw ---",„`:;•;i.4.103... ' ,R P� � �� I �`� a list of common framingerrors and practices to avoid. - _ ] Stagger ''` ''" ' � D�N'T drill a „ Sd or 10d �� 43 c ¢ hoz nails 1 DON'T .;:".--i'''....• . flange. to avoid ,., ?. :r ��,,. :� �;� `` hammer on flange � ” r, <' 4 11/2"min. Bearing wall ,,, `= splitting and damage 101st- f end of Hoist to nail al'ned under T l Od nails at b oc toe-nailed Sd nails at 6°ac M from outside of building (when used for shear transfer,nag to healing wet shove Toe nail 8d or l0d E F plate with some nailing schedule for decking) box nail to plate El DON'T cut flange R6 Refer to Joist End Nailing detail for pipes. A5 for correct sues \ B Cantilever Detail* ® Stair Stringer ®Han Hanger Detail ®Hanger Detail �� and locations. �� 41: 9 g Web filler 4 r , 011123/32'OSB(or equaU Reinforcement Both Sides x H *Detail(2 is similar to C3 with reinforcing on Verify capacity and Be sure to check m 1 .„:1,:.;!;,....-:-..1V7'y \ H p one side only. fastening requirements of web filler ► n„ :';''''''''''::,,k: ° APA-Rated 23/32'OSB Attach web fillers4'0" hangers and connectors re irementslop ti x- ~ fi lig "?. a ,.; r 14 '! (or equal)reinfacement, and filler blocks wdh �` s t for hangers . ) i -`� \ APA-Rated 23/32"OSB both sides, 2 rows of 8d nails \ Web filler I�sl " '',4i-i, a \ 4 (or equal)closure 4'-0 Ionit 4 �i i < `ff w eg — g staggered st 6"oc , ,;. ,z:, r , i a \ _,-� ,�.,� �, .fry � a� "re � .c�> t � DON T use � ,�."� � �� oras required i / minimum ." .g. %..`r. from each side.Use , m ' 16d nods. :., 5. b code \il , (�, I - >r r y l Od nails for LPI 56 �f k. n ==-',,z. series Floists. �:.. �a- „�„ Pii ."� ��✓�, �� s �, � .,�'; 4 `'�..., .. ,`,. r�`�b.•,„., ....,,,. .�, �,.�, ,°. ..- "na :. ,fir „sP` ,�a ,3 �: v : r 1 Web fifler �s� "' � 4,‘„,-,w.„„.-- • ,< :: Approved m t ' ,:'# ` " y` x 1- �° connection Be sure ro the k y„r� N" s "" c 0 LPI Modus filler block g web filler DON'T cut beyond • DON'T notch LP LVLT + � � 0/� ; Filler block Verify capadty and y requirements fastening requirements See Hoist Filler Schedule for Ca inside edge of ., beams. f� \ G ,„^ Attach reinforcement to top and bottom flanges with 8d nails See Hoist Filler Schedule for for hangers g at 6”oc(when bath sides-stagger nails to avoid splitting) filler block and web filler sizes of hangers and connectors filler block and web filler sizes bearing. ,; - e,E A:4: i -, .,,,r, ..,-...v.. ' ..-::::,,:i..----..- '..,',:11,.,,, Connections and fastenings shown below are typical for top loaded beams(where framing is applied on top of beamrt9d, LP LVL DETAILS so that each I carries an equal load). nails and/or bolts may be re uired for other load conditions. ply q ) Y 9 '` s t WARNING: s F Temporary construction bracing A P 1 Top Loaded Beam-Nailed Connection P2 Top Loaded Beam-Bolted Connection P4 Steel ColumnEli Wood Column P6 Floor Beam(Hush ceiling) required for lateral support before (3-My •Maximum) (4-Ply Maximum) a decking is completed.Failure to ( Top mount hangers recommended . use bracing could result in serious Framing is applied to top of the beam so that framing is applied to top of the beam so that ,1.;1!*'''' Framing details such as joists and + m from ' DON'T notch beam at support. injury or death.See Installation each comes an al load ' sheathing must be provided to w. T Guide for specifics. �Smndard nail sizes: each ply carries an equal load I€ r` • prevent fisting oramtagng .." r forpropersize and locatier to hole chart or on of holineer's es rilcafians 1-3/4"LVL.16d(31/1")nails Nails are permissible t M� • �. „, P »� f�.v of support rl. ”, s 11/2"LVL:l Od(3")nails '''''''''',.--4-':''..- but NOT required. w a� , ..„ ;� ,, ` Customer Service and Product LP ,, h -;':-f..... �' P -iiiSt its WARNING: Technical Support: 1.800.999.9105 \ �, Provide specified healing length t Temporary construction bracing required for lateral support E-mail: customer.support@Ipcorp.com 12"a A t ,r 3° ��_� �� L`" BUILDING PRODUCTS - , before decking is completed.Failure to use bracing Visit our web site at: www"Ipcorp.com Simpson �: could result in serious injury or death. 311 ,� ps Simpson PC or r till .a 's',' j' NSP((S or Prear a rifled ((,DSP KM Or (heck Stiffener/Wet LPI am last,rim bawd, lP is a stered trademark of Louisiana-PPacific Co anon.APA a a registered trademark of T e APA- Tworowsfardepthsupto 12' �. ASTM grade 2'-0" !,i.,� equal column See Installation Guide for specifics. �s p° ms's �z°°sLeoe,veaPa°Rd inUSAail1 . Three rows for depths u to 18' /" µ` hearing length C(a equal post requiremenh depending blacking panels a equal to The Engineered Woad Association.PPS Corporation a a registered trademark of PES Corporation. Al ghts rese ed.P nted in USA MW 40M (or better)1 2 bolts. 9 9 q p p Use washers on both faces. cap or column cap on load end hanger type prevent beam from rotating NOTE:Louisiana-Pat tic co porawon periodi aev updates a d re ues ns Four rows for depths up to 24" product in o mat on.To veil y[hat this ve s,on is curtest,costa t the sales offices ©g EW6053Su 7/05