Manufacturing Facilities City of Industry, CA Denver, CO Ft. Worth, TX Pittsburg, CA PRO-X HEADER. LEED v3 for Building and Design Construction

Size: px

Start display at page:

Download "Manufacturing Facilities City of Industry, CA Denver, CO Ft. Worth, TX Pittsburg, CA PRO-X HEADER. LEED v3 for Building and Design Construction"

Lorraine McGee
5 years ago
Views:

Cororate Headquarters 91746 Product Descrition Basic Use is a light gauge steel header that rovides horizontal and vertical load suort.

1 Cororate Headquarters Product Descrition Basic Use is a light gauge steel header that rovides horizontal and vertical load suort. This re-engineered metal framing comonent is designed as a 1- or 2-iece steel header that can be used in lieu of 4- or 5-iece built-u (stud and track) headers in both interior and exterior alications, including door and window oenings. It also works at any framed oening in the wall, such as HVAC oenings and other wall enetrations. The is made of 20, 18, 16 and 14 gauge (33, 43, 54 and 68 mil) galvanized steel comlying with industry standard ASTM erformance criteria for metal stud framing. The members fasten together with No. 8 (interior) or No. 10 (exterior) sheet metal screws (SMS). Clis are internal and connect horizontal to vertical members, which leaves a smooth framing substrate for the drywall and finishing trades. Benefits IAPMO ER-0286 IBC 2012 & CBC 2013 code comliant The is engineered to deliver suerior strength with fewer ieces Easy, consistent installation no welding required Suerior strength at connection oints internal Cli design Imroved load values in lighter gauge materials Straight cuts that deliver consistent and accurate fitting comonents Reduces field cutting, welding and trimming Consistent door and window header design for both interior and exterior metal framed oenings offers a flush framing substrate that rovides a better quality drywall finish Easily insulates during the work in rogress Pre-engineered code comliant San Tables Easy unchanging insection PRO-X HEADER PRO-X HEADER INSERT PRO-X HEADER CLIP NOTE: PRO-X HEADER INSERT IS OPTIONAL. THE PRO-X HEADER CAN FUNCTION ALONE. Color Code (ainted on ends) 33 mil: White 43 mil: Yellow 54 mil: Green 68 mil: Orange ASTM & Code Standards n ASTM C645, A653/A653M, C754 (installation & storage), A924/A924M, A1003/A1003M/E119 n IAPMO ER-0286 n IBC 2012 & CBC 2013 Code Comliant n ICC-ES AC261, aroved udated August 2013 n ICC-ES AC46, aroved August 2012 LEED v3 for Building and Design Construction n MR Credit 2: Construction Waste Management. n MR Credit 4: Recycled Content. LEED v4 for Building and Design Construction n MR Prerequisite: Construction and Demolition Waste Management Planning. n MR Credit: Construction and Demolition Waste Management. n MR Credit: Building Product Disclosure and Otimization Sourcing of Raw Materials, Otion 2. n MR Credit: Building Product Disclosure and Otimization Environmental Product Declarations, Otions 1 & 2. n MR Credit: Building Product Disclosure and Otimization Material Ingredients, Otion 1. n MR Credit: Building Life-Cycle Imact Reduction, Otion 4. CEMCO cold-formed steel framing roducts contain 30% to 37% recycled steel. n Total Recycled Content: 36.9% n Post-Consumer: 19.8% n Pre-Consumer: 14.4% is a registered trademark of Brady Innovations, LLC. US Patent Nos. 6,799,408; 7,178,695; 7,730,695 & 8,281,544 are owned by Brady Innovations, LLC : : information available and suersedes any and all revious ublications effective August 1, 2016.

2 Cororate Headquarters Outer Sectional Proerties Member Designation DESCRIPTION GROSS SECTION PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES Design Steel Weight (lbs./ft.) Area (in 2 ) lx Rx ly Ry lx Pos. lx Neg. 362X X X X X X X X X X X X X X X X Outer Allowable Values ly Sx Pos. Sx Neg. Sy Yo J Cw (in 6 ) Ro DESCRIPTION ALLOWABLE VALUES Member Designation Design Steel Weight (lbs./ft.) Positive Moment +Ma (in.-lbs.) Negative Moment -Ma (in.-lbs.) X-Axis Y-Axis X-Axis Y-Axis 362X ,409 5,695 5,504 5, X ,708 8,232 7,100 8, X ,986 14,309 13,320 14, X ,524 19,735 16,483 19, X ,497 6,096 5,642 6, X ,835 8,841 7,279 8, X ,228 15,396 13,661 15, X ,863 21,322 16,914 21, X ,867 8,497 6,224 8, X ,366 12,472 8,035 12, X ,239 21,892 15,096 21, X ,283 30,761 18,720 30, X ,123 11,140 6,440 11, X ,735 16,482 8,549 16, X ,939 29,103 16,092 29, X ,263 41,272 19,969 41,272 HEADER Y-AXIS X-AXIS 1. Allowbale moment values are governed by distortional buckling. : : A r o v e d A r o e v d information available and suersedes any and all revious ublications effective August 1, 2016.

3 Cororate Headquarters Combined Sectional Proerties Member Designation DESCRIPTION GROSS SECTION PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES Design Steel Weight (lbs./ft.) Area (in 2 ) lx Rx ly Ry lx Pos. lx Neg. 362XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC Combined Allowable Values ly Sx Pos. Sx Neg. Sy Yo J Cw (in 6 ) Ro DESCRIPTION ALLOWABLE VALUES Member Designation Design Steel Weight (lbs./ft.) Positive Moment +Ma (in.-lbs.) Negative Moment -Ma (in.-lbs.) Vertical Shear Va (lbs.) X-Axis Y-Axis X-Axis Y-Axis 8" O.C. 1 8" O.C XTC ,901 13,084 7,524 13, XTC ,834 14,365 9,712 14, XTC ,895 32,187 18,318 32, XTC ,553 40,779 22,706 40, XTC ,278 14,742 7,928 14, XTC ,335 19,762 10,269 19, XTC ,838 36,372 19,425 36, XTC ,831 46,760 24,213 46, XTC ,356 24,225 9,979 24, XTC ,135 33,345 13,190 33, XTC ,142 61,157 24,853 61, XTC ,537 78,068 30,960 78, XTC ,547 32,520 11,160 32, XTC ,341 45,917 15,205 45, XTC ,444 85,444 28,796 85, XTC , ,350 37, , Y-AXIS X-AXIS INSERT HEADER For SI: 1 inch = 25.4 mm, 1 lb/ft = 14.6 N/m, 1 in-lb = N-m. 1. Screw sacing is each side of the outer to the inner. Allowable shear is based uon a uniform loading. Cli caacity must also be checked. : : A r o v e d A r o e v d information available and suersedes any and all revious ublications effective August 1, 2016.

4 Cororate Headquarters Cli Allowable Values: Without Insert, #8 Screw Outer Widths Number of Fasteners Attaching ProX Cli to Number of Screws Vertical Rough Attaching Oening Suort Outer to Cli Allowable Values (ounds) V (vertical) V (horizontal) (4) #8 OR #10 SMS CLIP TO JAMB AS SHOWN FOR 3-5/8" AND 4" STUDS (6) #8 OR #10 SMS FOR 6" AND 8" STUDS (1) #8 OR #10 SMS EA. SIDE PRO-X HEADER TO CLIP [(2) TOTAL] (2) #8 OR #10 SMS PRO-X TO CLIP PRO-X HEADER WITHOUT INSERT TO JAMB 1. Jamb member thickness to match or exceed thickness. 2. Locate the screws from cli to jamb at the four corner holes of the cli when suorting a without insert. At clis with 10 screw holes, fill the center two holes as well (6 total). At with Insert fill all holes. 3. Maximum ga between end of header and jamb to be ¼ inch. 4. All clis are 54 mils. 5. Values may not be increased by 33% for load combinations involving wind or seismic. Cli Allowable Values: With Insert, #8 Screw Outer Widths Number of Fasteners Attaching Cli to Vertical Rough Oening Suort Number of Screws Attaching Outer to Cli Allowable Values (ounds) V (vertical) V (horizontal) (2) #8 OR #10 SMS INSERT TO CLIP AS SHOWN. (6) #8 OR #10 SMS CLIP TO JAMB AS SHOWN FOR 3-5/8" AND 4" STUDS. (10) #8 OR #10 SMS FOR 6" AND 8" STUDS. (2) #8 OR #10 SMS EA. SIDE PRO-X TO CLIP [(4) TOTAL] (2) #8 OR #10 SMS PRO-X TO CLIP 1. Jamb member thickness to match or exceed thickness. 2. Locate the screws from cli to jamb at the four corner holes of the cli when suorting a without insert. At clis with 10 screw holes, fill the center two holes as well (6 total). At with Insert fill all holes. 3. Maximum ga between end of header and jamb to be ¼ inch. 4. All clis are 54 mils. 5. Values may not be increased by 33% for load combinations involving wind or seismic. HEADER WITH INSERT TO JAMB information available and suersedes any and all revious ublications effective August 1, 2016.

5 Cororate Headquarters Cli Allowable Values: Without Insert, #10 Screw Outer Widths Number of Fasteners Attaching Cli to Vertical Rough Oening Suort Number of Screws Attaching Outer to Cli Allowable Values (ounds) V (vertical) V (horizontal) (4) #8 OR #10 SMS CLIP TO JAMB AS SHOWN FOR 3-5/8" AND 4" STUDS (6) #8 OR #10 SMS FOR 6" AND 8" STUDS (1) #8 OR #10 SMS EA. SIDE PRO-X TO CLIP [(2) TOTAL] (2) #8 OR #10 SMS PRO-X TO CLIP HEADER WITHOUT INSERT TO JAMB 1. Jamb member thickness to match or exceed thickness. 2. Locate the screws from cli to jamb at the four corner holes of the cli when suorting a without insert. At clis with 10 screw holes, fill the center two holes as well (6 total). At with Insert fill all holes. 3. Maximum ga between end of header and jamb to be ¼ inch. 4. All clis are 54 mils. 5. Values may not be increased by 33% for load combinations involving wind or seismic. Cli Allowable Values: With Insert, #10 Screw Outer Widths Number of Fasteners Attaching Cli to Vertical Rough Oening Suort Number of Screws Attaching Outer to Cli Allowable Values (ounds) V (vertical) V (horizontal) Jamb member thickness to match or exceed thickness. 2. Locate the screws from cli to jamb at the four corner holes of the cli when suorting a without insert. At clis with 10 screw holes, fill the center two holes as well (6 total). At with Insert fill all holes. 3. Maximum ga between end of header and jamb to be ¼ inch. 4. All clis are 54 mils. 5. Values may not be increased by 33% for load combinations involving wind or seismic. (2) #8 OR #10 SMS INSERT TO CLIP AS SHOWN. (6) #8 OR #10 SMS CLIP TO JAMB AS SHOWN FOR 3-5/8" AND 4" STUDS. (10) #8 OR #10 SMS FOR 6" AND 8" STUDS. (2) #8 OR #10 SMS EA. SIDE PRO-X TO CLIP [(4) TOTAL] (2) #8 OR #10 SMS PRO-X TO CLIP HEADER WITH INSERT TO JAMB information available and suersedes any and all revious ublications effective August 1, 2016.

6 Cororate Headquarters SELECTION SCHEDULE Table 9: Interior Header Schedule IAPMO ER-0286 (IBC 2012/CBC 2013) For use at 1-hour walls; 5/8" drywall full height each side of the wall. I P = 2.48 (max) or I P = 1.65 (max) Out-of-lane loading to be 5 sf min. er IBC or CBC Section or as determined by the building arameters. The use of this chart is accetable for the Imortance Factor, I P = 1.0 and Sectral Resonse Acceleration, S DS = 2.48 (max), OR Imortance Factor I P = 1.5 and Sectral Resonse Acceleration, S DS = 1.65 (max). This chart is also valid for Design Categories A-F. Deflection L/240 One (1) layer gysum board (each side) = 6 sf wall height - 5 sf transverse ressure - 24" o.c. (max) Stud Sacing Oening Tye Tyical Interior Door 0' 4' 6" 4' 7" 6' 6" 6' 7" 8' 6" 8' 7" - 10' 6" 10' 7" 12' 0" 3-5/8" Studs = X X X X XTC " Studs = X X X X XTC " Studs = X X X X X /8" Studs = X X X XTC XTC " Studs = X X X XTC XTC " Studs = X X X X XTC /8" Studs = X X X XTC N/A 4" Studs = X X X XTC N/A 6" Studs = X X X XTC XTC /8" Studs = X X XTC XTC N/A 6" Studs = X X X XTC XTC For SI: 1 inch = 25.4 mm, 1 mil = mm, 1 sf = 4.88 kg/m All Screws used to attach clis to jamb studs are No.8 Self-Taing Waferhead Screws. No. 10 SMS (min. 3/4 long) are required at all 68 mil alications. Tables 7A, 7B, 8A, and 8B secify the number of screws in cli to jamb stud and header to cli. 2. All Clis are 54 mil. / 16 gauge / All Fasteners / Screws can be installed in either direction (i.e. Cli to Jamb or Jamb to Cli) 3. Product Nomenclature: Series X = Member without insert i.e: 362X425 - Series XTC = Member with insert - ie: 362XTC The allowable transverse ressure of 5.0 sf is the maximum air ressure (such as in shaft walls) and also the maximum Seismic Design Force based on wall weight when using the IP and SDS in the Table above. Table 12: Interior Header Schedule IAPMO ER-0286 (IBC 2012/CBC 2013) For use at 2-hour walls; two layers of 5/8" drywall full height each side of the wall. I P = 1.35 (max) or I P = (max) Out-of-lane loading to be 5 sf min. er IBC or CBC Section or as determined by the building arameters. The use of this chart is accetable for the Imortance Factor, I P = 1.0 and Sectral Resonse Acceleration, S DS = 1.35 (max), OR Imortance Factor I P = 1.5 and Sectral Resonse Acceleration, S DS = (max). This chart is also valid for Design Categories A-F. Deflection L/240 Two (2) layers gysum board (each side) = 11 sf wall height - 5 sf transverse ressure - 24" o.c. (max) Stud Sacing Oening Tye Tyical Interior Door 0' 4' 6" 4' 7" 6' 6" 6' 7" 8' 6" 8' 7" - 10' 6" 10' 7" 12' 0" 3-5/8" Studs = X X X XTC N/A 4" Studs = X X X XTC N/A 6" Studs = X X X XTC XTC /8" Studs = X X XTC N/A N/A 4" Studs = X X XTC N/A N/A 6" Studs = X X XTC XTC N/A 3-5/8" Studs = X X XTC N/A N/A 6" Studs = X X XTC N/A N/A 3-5/8" Studs = X XTC N/A N/A N/A 6" Studs = X X XTC N/A N/A For SI: 1 inch = 25.4 mm, 1 mil = mm, 1 sf = 4.88 kg/m All Screws used to attach clis to jamb studs are No. 8 Self-Taing Waferhead Screws. No. 10 SMS (min. 3/4 long) are required at all 68 mil alications. Tables 7A, 7B, 8A, and 8B secify the number of screws in cli to jamb stud and header to cli. 2. All Clis are 54 mil. / 16 gauge / All Fasteners / Screws can be installed in either direction (i.e. Cli to Jamb or Jamb to Cli) 3. Product Nomenclature: Series X = Member without insert i.e.: 362X425 - Series XTC = Member with insert i.e.: 362XTC The allowable transverse ressure of 5.0 sf is the maximum air ressure (such as in shaft walls) and also the maximum Seismic Design Force based on wall weight when using the IP and SDS in the Table above. information available and suersedes any and all revious ublications effective August 1, 2016.

7 Cororate Headquarters SELECTION SCHEDULE Table 10: Interior Header Schedule IAPMO ER-0286 (IBC 2012/CBC 2013) For use at 1-hour walls; 5/8 drywall full height each side of the wall. I P = 3.72 (max) or I P = 2.48 (max) Out-of-lane loading to be 5 sf min. er IBC or CBC Section or as determined by the building arameters. The use of this chart is accetable for the Imortance Factor, I P =1.0 and Sectral Resonse Acceleration, S DS = 3.72 (max), OR Imortance Factor I P = 1.5 and Sectral Resonse Acceleration, S DS = 2.48 (max). This chart is also valid for Design Categories A-F. Deflection L/240 One (1) layer gysum board (each side) = 6 sf wall height sf transverse ressure - 24" o.c. (max) Stud Sacing Oening Tye Tyical Interior Door 0' 4' 6" 4' 7" 6' 6" 6' 7" 8' 6" 8' 7" - 10' 6" 10' 7" 12' 0" 3-5/8" Studs = X X X XTC XTC " Studs = X X X XTC XTC " Studs = X X X X XTC /8" Studs = X X X XTC XTC " Studs = X X X XTC XTC " Studs = X X X XTC XTC /8" Studs = X X XTC XTC N/A 6" Studs = X X X XTC XTC /8" Studs = X X XTC N/A N/A 6" Studs = X X X XTC XTC For SI: 1 inch = 25.4 mm, 1 mil = mm, 1 sf = 4.88 kg/m All Screws used to attach clis to jamb studs are No.8 Self-Taing Waferhead Screws. No. 10 SMS (min. 3/4 long) are required at all 68 mil alications. Tables 7A, 7B, 8A, and 8B secify the number of screws in cli to jamb stud and header to cli. 2. All Clis are 54 mil. / 16 gauge / All Fasteners / Screws can be installed in either direction (i.e. Cli to Jamb or Jamb to Cli) 3. Product Nomenclature: Series X = Member without insert i.e.: 362X425 - Series XTC = Member with insert i.e.: 362XTC The allowable transverse ressure of 7.5 sf is the maximum air ressure (such as in shaft walls) and also the maximum Seismic Design Force based on wall weight when using the IP and SDS in the Table above. Table 13: Interior Header Schedule IAPMO ER-0286 (IBC 2012/CBC 2013) For use at 2-hour walls; two layers of 5/8 drywall full height each side of the wall. I P = 2.03 (max) or I P = 4.97 (max) Out-of-lane loading to be 5 sf min. er IBC or CBC Section or as determined by the building arameters. The use of this chart is accetable for the Imortance Factor, I P =1.0 and Sectral Resonse Acceleration, S DS = 2.03 (max), OR Imortance Factor I P = 1.5 and Sectral Resonse Acceleration, S DS = 1.35 (max). This chart is also valid for Design Categories A-F. Deflection L/240 One (1) layer gysum board (each side) = 11 sf wall height sf transverse ressure - 24" o.c. (max) Stud Sacing Oening Tye Tyical Interior Door 0' 4' 6" 4' 7" 6' 6" 6' 7" 8' 6" 8' 7" - 10' 6" 10' 7" 12' 0" 3-5/8" Studs = X X XTC XTC N/A 6" Studs = X X X XTC XTC /8" Studs = X X XTC N/A N/A 4" Studs = X X XTC N/A N/A 6" Studs = X X XTC XTC N/A 3-5/8" Studs = X X XTC N/A N/A 6" Studs = X X XTC N/A N/A 3-5/8" Studs = X XTC N/A N/A N/A 4" Studs = X XTC XTC N/A N/A 6" Studs = X X XTC N/A N/A For SI: 1 inch = 25.4 mm, 1 mil = mm, 1 sf = 4.88 kg/m All Screws used to attach clis to jamb studs are No. 8 Self-Taing Waferhead Screws. No. 10 SMS (min. 3/4 long) are requried at all 68 mil alications. Tables 7A, 7B, 8A, and 8B secify the number of screws in cli to jamb stud and header to cli. 2. All Clis are 54 mil. / 16 gauge / All Fasteners / Screws can be installed in either direction (i.e. Cli to Jamb or Jamb to Cli) 3. Product Nomenclature: Series X = Member without insert i.e.: 362X425 - Series XTC = Member with insert i.e.: 362XTC The allowable transverse ressure of 7.5 sf is the maximum air ressure (such as in shaft walls) and also the maximum Seismic Design Force based on wall weight when using the IP and SDS in the Table above. information available and suersedes any and all revious ublications effective August 1, 2016.

8 Cororate Headquarters SELECTION SCHEDULE Table 11: Interior Header Schedule IAPMO ER-0286 (IBC 2012/CBC 2013) For use at 2-hour walls; 5/8" drywall full height each side of the wall. I P = 4.97 (max) or I P = 3.31 (max) Out-of-lane loading to be 5 sf min. er IBC or CBC Section or as determined by the building arameters. The use of this chart is accetable for the Imortance Factor, I P =1.0 and Sectral Resonse Acceleration, S DS = 4.97 (max), OR Imortance Factor I P = 1.5 and Sectral Resonse Acceleration, S DS = 3.31 (max). This chart is also valid for Design Categories A-F. Deflection L/240 One (1) layer gysum board (each side) = 6 sf wall height sf transverse ressure - 24" o.c. (max) Stud Sacing Oening Tye Tyical Interior Door 0' 4' 6" 4' 7" 6' 6" 6' 7" 8' 6" 8' 7" - 10' 6" 10' 7" 12' 0" 3-5/8" Studs = X X X XTC XTC " Studs = X X X XTC XTC " Studs = X X X X XTC /8" Studs = X X X XTC N/A 4" Studs = X X X XTC XTC " Studs = X X X XTC XTC /8" Studs = X X XTC XTC N/A 6" Studs = X X X XTC XTC /8" Studs = X X XTC N/A N/A 4" Studs = X X XTC N/A N/A 6" Studs = X X XTC XTC XTC For SI: 1 inch = 25.4 mm, 1 mil = mm, 1 sf = 4.88 kg/m All Screws used to attach clis to jamb studs are No.8 Self-Taing Waferhead Screws. No. 10 SMS (min. 3/4 long) are required at all 68 mil alications. Tables 7A, 7B, 8A, and 8B secify the number of screws in cli to jamb stud and header to cli. 2. All Clis are 54 mil. / 16 gauge / All Fasteners / Screws can be installed in either direction (i.e. Cli to Jamb or Jamb to Cli) 3. Product Nomenclature: Series X = Member without insert i.e.: 362X425 - Series XTC = Member with insert i.e.: 362XTC The allowable transverse ressure of 10.0 sf is the maximum air ressure (such as in shaft walls) and also the maximum Seismic Design Force based on wall weight when using the IP and SDS in the Table above. Table 14: Interior Header Schedule IAPMO ER-0286 (IBC 2012/CBC 2013) For use at 2-hour walls; two layers of 5/8 drywall full height each side of the wall. I P = 2.70 (max) or I P = 1.80 (max) Out-of-lane loading to be 5 sf min. er IBC or CBC Section or as determined by the building arameters. The use of this chart is accetable for the Imortance Factor, I P =1.0 and Sectral Resonse Acceleration, S DS = 2.70 (max), OR Imortance Factor I P = 1.5 and Sectral Resonse Acceleration, S DS = 1.80 (max). This chart is also valid for Design Categories A-F. Deflection L/240 One (1) layer gysum board (each side) = 11 sf wall height sf transverse ressure - 24" o.c. (max) Stud Sacing Oening Tye Tyical Interior Door 0' 4' 6" 4' 7" 6' 6" 6' 7" 8' 6" 8' 7" - 10' 6" 10' 7" 12' 0" 3-5/8" Studs = X X XTC N/A N/A 6" Studs = X X X XTC XTC /8" Studs = X X XTC N/A N/A 6" Studs = X X XTC XTC N/A 3-5/8" Studs = X XTC XTC N/A N/A 6" Studs = X X XTC N/A N/A 3-5/8" Studs = X XTC N/A N/A N/A 4" Studs = X XTC N/A N/A N/A 6" Studs = X X XTC N/A N/A For SI: 1 inch = 25.4 mm, 1 mil = mm, 1 sf = 4.88 kg/m All Screws used to attach clis to jamb studs are No.8 Self-Taing Waferhead Screws. No. 10 SMS (min. 3/4 long) are required at all 68 mil alications. Tables 7A, 7B, 8A, and 8B secify the number of screws in cli to jamb stud and header to cli. 2. All Clis are 54 mil. / 16 gauge / All Fasteners / Screws can be installed in either direction (i.e. Cli to Jamb or Jamb to Cli) 3. Product Nomenclature: Series X = Member without insert i.e.: 362X425 - Series XTC = Member with insert i.e.: 362XTC The allowable transverse ressure of 10.0 sf is the maximum air ressure (such as in shaft walls) and also the maximum Seismic Design Force based on wall weight when using the IP and SDS in the Table above. information available and suersedes any and all revious ublications effective August 1, 2016.

NOTES: 4" OVERHANG MAX. (TYP) DETAIL N (SHEET 13)

NOTES: 4 OVERHANG MAX. (TYP) DETAIL N (SHEET 13) L " X " X " L " x " x " DETAIL J GUSSET - '-" L " X " X " TRUSS SAN (FT) 50 L L2 (FT) (FT).5 5 TRUSS DATA L CAMBER (FT) (IN).5 5/ ESTIMATED BOX TRUSS WEIGHT (LBS/FT) '-0" x - LAN TO WIND BRACING LOOKING