Laserfiche WebLink
1' - 0"2 1/2"1"6"6"2 1/2"TWO 2" X 4" LAMINATIONS WITH ONE ROW OF <br />STAGGERED 10d COMMON WIRE NAILS <br />(D = 0.148", L = 3")1' - 4"3 1/2"1 1/2"8"8"3 1/2"THREE 2" X 4" LAMINATIONS WITH ONE ROW OF <br />STAGGERED SIMPSON SDW SCREWS <br />(L = 4 3/8")1' - 4"3 1/2"1 1/2" <br />THREE 2" X 6" LAMINATIONS WITH TWO ROWS OF <br />STAGGERED SIMPSON SDW SCREWS <br />(L = 4 3/8") <br />1 1/2"1' - 4"4"8"8"4"FOUR 2" X 6" OR FOUR 2" X 8" LAMINATIONS <br />(SOFTWOODS) WITH TWO ROWS OF STAGGERED <br />SIMPSON SDW SCREWS (L = 6")8"8"3 1/2"2" <br />2"SCREWS INSTALLEDFROM OPPOSITE FACENAILS INSTALLEDFROM OPPOSITE FACESCREWS INSTALLEDFROM OPPOSITE FACESCREWS INSTALLEDFROM OPPOSITE FACE1" <br />1 1/2" <br />.60W <br />NOTES: <br />1. HOLES UP TO 60% ARE ALLOWED IN BEARING WALLS AT DOUBLE STUD CONDITIONS PROVIDED NOT MORE THAN TWO SUCCESSIVE <br /> DOUBLE STUDS ARE SO BORED. <br />2. AT BEARING AND NON-BEARING WALL LOCATIONS WHERE THE HOLE SIZE THROUGH THE STUDS EXCEEDS THE ABOVE ALLOWABLE <br /> LIMITS (40% AND 60% RESPECTIVELY) PROVIDE TWO ADDITIONAL STUDS PERPENDICULAR TO CUT STUD, SEE STUD DIAGRAM (PLAN VIEW) ABOVE. <br />CUT STUD <br />ADDITIONAL STUD.40W <br />.40W <br />5/8" MIN <br />.60W <br />NON-BEARING STUDS <br />DIAGRAM (SECTION VIEW) <br />.25W <br />.25W <br />5/8" MIN <br />.40W <br />BEARING STUDS <br />DIAGRAM (SECTION VIEW)8" MAXW Wd/6d d d d/6d d d 2"MAX NOTCH OR DRILLED HOLE <br />PERMITTED IS 1/6 OF JOIST OR <br />RAFTER DEPTH d/6 AS SHOWN <br />MAX NOTCH PERMITTED AT JOIST <br />END IS ONE-FOURTH (d/4) OF JOIST <br />DEPTH AS SHOWN <br />COMBINED ALLOWABLE <br />IS ONE-SIXTH (d/6) <br />DEPTH OF MEMBER <br />d/6d/6dJOIST OR <br />RAFTER <br />(d = DEPTH)1' - 0"d/32"1/3 1/3 1/3 <br />10d NAILS @ 8" OC <br />NON-BEARING STUDS BEARING STUDS <br />WOOD NOTCHING & BORING GUIDELINES <br />JOIST & RAFTERS <br />.40W.25Wd/3d/4d/6ACTUALNOMINAL <br />2 1/8" <br />3 1/4" <br />4 3/8" <br />N/A <br />N/A <br />N/A <br />1 3/8" <br />2 1/4" <br />2 7/8" <br />N/A <br />N/A <br />N/A <br />7/8" <br />1 3/8" <br />1 7/8" <br />N/A <br />N/A <br />N/A <br />1 1/8" <br />1 7/8" <br />2 3/8" <br />3 1/8" <br />3 3/4" <br />4 3/8" <br />7/8" <br />1 3/8" <br />1 7/8" <br />5/8" <br />7/8" <br />1 1/4" <br />3 1/2" <br />5 1/2" <br />7 1/4" <br />4" <br />6" <br />8" <br />2 3/8" <br />2 7/8" <br />3 3/8" <br />1 1/2" <br />1 7/8" <br />2 1/4" <br />9 1/4" <br />11 1/4" <br />13 1/4" <br />10" <br />12" <br />14" <br />2" MIN DIMENSION NO <br />NOTCHES / DRILLED HOLES <br />OR SLOTES IN AREA <br />NOTES: <br />1. HOLES / NOTCHES / SLOTS ARE NOT TO BE LOCATED ADJACENT TO UNSOUND OR LOOSE KNOTS. <br />2. NOT TO BE USED AT MICRO LAM, PSL, GLULAM BEAMS OR ANY OTHER MANUFACTURED PRODUCTS. <br />3. PREFERRED LOCATION OF NOTCH IS AT TOP OF MEMBER. <br />4. INSTALL PLATE PROTECTION OVER ALL ELECTRICAL & PLASTIC PIPE NOTCHES OR BORING. <br />JOIST OR RAFTER DIAGRAM <br />(ELEVATION VIEW)8" MAXSTUD DIAGRAM <br />(PLAN VIEW)d/43".40W <br />1 3/8" <br />2 1/4" <br />2 7/8" <br />N/A <br />N/A <br />N/A <br />#10004 <br />#10005 <br />TYPE <br />FASTENER <br />2 16" <br />NOTES <br />3 PLY : (F1) & (F2) <br />REQUIRED <br />2 16" <br />2 16" <br />SDW22634 (6 3/4") 2 16" <br />(s) / 2 (s) <br />NOTES: <br />1. "(F1)" AND "(F2)" SHOWN IN SCHEDULE INDICATES THE MULTIPLE-PLY FACES THAT ARE REQUIRED PER THE SCHEDULE. <br />2. ALL FASTENERS MUST HAVE FULL EMBEDMENT OF THE SHANK, BUT MUST NOT BE OVER-DRIVEN, OVER-TIGHTENED, OR COUNTERSUNK. <br />3. SPACING CLOSER THAN THOSE INDICATED MAY BE ACCEPTABLE, BUT REQUIRE EVALUATION, PLEASE CONTACT ENGINEER OF RECORD. <br />4. SDS AND SDWS STRUCTURAL SCREWS ARE SIMPSON PRODUCTS. CONTACT ENGINEER OF RECORD FOR APPROVAL OF OTHER <br />FASTENERS. <br />MARK <br />CSL-1 <br />TYPE <br />10d NAIL <br />SDS25312 (1/4" X 3 1/2") <br />NUMBER OF FASTNERS EACH <br />SIDE OF LOAD <br />6 <br />4 <br />SDW25600 (1/4" X 6") 4(d) DEPTH2"2"(s)(s)ADDITIONAL ROWSEQUALLY SPACEFASTENERS FROM <br />OPPOSITE FACE <br />(IF REQUIRED) <br />FASTENERS <br />CSL-2 <br />CSL-3 <br />MARK <br />A <br />B <br />C <br />D <br />E <br />SDW22500 (5") <br />SDW22338 (3 3/8") <br />SDS25600 (1/4" X 6") <br />SDS25312 (1/4" X 3 1/2") <br />2X / LVL <br />DEPTH <br />(d) <br />FASTENER GUIDELINES AT A TOP LOAD <br />MULTIPLE-PLY 2X / LVL FASTENING GUIDELINES <br />QUANTITY = 2 (r)ROWS <br />(r) <br />SPACING <br />(s) <br />EQUAL TO 7 1/4" <br />OR LESS THAN 14" <br />EQUAL TO OR <br />GREATER THAN 14" <br />3 12" <br />ROWS <br />(r) <br />SPACING <br />(s) <br />QUANTITY = 3 <br />3 (F1) 12" (F1) <br />ROWS <br />(r) <br />SPACING <br />(s) <br />QUANTITY = 4 <br />ROWS <br />(r) <br />SPACING <br />(s) <br />4 12" <br />EQUAL TO OR <br />GREATER THAN 7 1/4"5" SCREWS6" SCREWSEQUAL TO OR <br />GREATER THAN 7 1/4" <br />2 (F1) 24" (F1) <br />2 24"10d NAILS(0.128"x3")ADDITIONAL FASTENER GUIDELINES AT A CONCENTRATED SIDE LOAD <br />FASTENER GUIDELINES AT A SIDE LOAD <br />(F1) FACE <br />(TYP) <br />(F2) FACE <br />(IF REQUIRED) <br />1 1/2" (MIN) <br />1/2 BEAM <br />DEPTH <br />2" AT TOP <br />AND BOTTOM <br />(TYPICAL) <br />1 1/2" (MIN) <br />2" MIN <br />2" MIN EQUAL <br />SPACING <br />4 OR 6 SCREW CONNECTION 8 SCREW CONNECTION NAIL CONNECTION <br />8" -10" <br />2" MIN <br />2" MIN 1 1/2" (MIN) <br />SPACING <br />(TYPICAL) <br />2" SPACING <br />(TYPICAL) <br />3 (F2) 12" (F2) <br />4 (F1) 12" (F1) <br />4 (F2) 12" (F2) <br />(BF) = BOTH FACES <br />2 (F2) 24" (F2) <br />2 (F1) 16" (F1) <br />2 (F2) 16" (F2) <br />3 PLY : (F1) & (F2) <br />REQUIRED <br />QUANTITY / PLY0'2"4"8"0'4"8"16"0'1'2'4'0'8"16"32"0'16"32"64"0'2'4'8'0'4'8'16'0'8'16'32'DATE: <br />DRAWN BY: <br />JOB NO: <br />PM:1/16" = 1'-0"1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1 1/2" = 1'-0"3" = 1'-0"3/8" = 1'-0"21 43 65 <br />21 43 65 <br />E <br />A <br />B <br />C <br />D <br />E <br />A <br />B <br />C <br />D <br />I HEREBY CERTIFY THAT THIS <br />PLAN, SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND THAT <br />I AM A DULY LICENSED STRUCTURAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />REG. NO. <br />DATE ISSUED <br />SIGNATURE <br />PRINTED NAME <br />9/24/2021 8:16:33 AMBIM 360://21-068 RCU St. Paul/2021-211_S20_RCU_Rice_Street_thuttonEBX79.rvtST. PAUL OFFICEROYAL CREDIT UNION2640 RICE STREET, LITTLE CANADA, MN 5511309.24.2021 <br />S008 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />TYPICAL WOOD <br />SCHEDULES <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />NO SCALES008 <br />1 WOOD - BUILT UP COLUMN CONNECTION GUIDELINES <br />MARKDATEDESCRIPTION