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e ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 900 HOOK BOND BEAM RIDGE LINE F F �, ' W 00 SIMPSON MGT F=--777 w/ (22)10d —� NAILS TY `-GIRDER TRUSS W 90° _,ID J [STD. CONT. #5 I �I I I I� I UUN 1. 40 HOOK BAR [A I Ut' VLA I t BAR #5 CONT. THRU FROM BOLT 15/32" CDX FOUNDATION -----'- PLYWOOD OR TO HIGHEST 7/16" OSB BOND BEAM 2 X B.U.0 BOND BEAM STEP RIDGE LINE 140 MPH (uit) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE SCALE: N.T.S. SIMPSON MGTw/ (22)10d 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 2nd FLOOR NAILS TYP. + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE INTERIOR/EXT WALL SEE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH BEARING COLUMN TYPICAL SIMPSON MGT TO S I M PSO N H ETA20 / H ETAL20 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR INSTALLATION M I D SPAN 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH COLUMN AND SHEATHING PER PLAN BUILT-UP COLUMN DETAIL @ " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED CONNECTION TJI TO BE CUT TO ALLOW NOTE FOR BLOCKING/fJl NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. UPLIFT VALUE 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS MASONRY WALL OR IS BASED ON OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. ' INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH ` •- Solid block all posts from # OF 2nd FLOOR 41/1), LOCATION OF above to bearin below. STUDSg SECOND H10A SECTION @ INT. BRG. WALL - (WHEN DOUBLE JOIST CONSTRUCTION , I + : ! S 1 1 Q I nA)/ 18 10dREQUIRED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + 0" (TYP.) 6'-0" + 6'-0" + + + + + + + + +4 + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + +++ + + + + + + + + + + + + + + + ++ + + + + + ++ + + ++ ++++ + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber (Not required if both loaded equally from above) N.T.S. ' : w ( ) x NAILS Filler blocking 1/8" min. ) Small gap 2" min. UPLIFT = 1015# 4" max. 1/8" gap o i 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to 7-7 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4lPlywood/OSB web stiffener 2" min. ) g 2x m CONTRACTOR TO PROVIDE Zx TO FILL THE HEIGHT at 12" o c clinched when ssible Sta or rows from o osite required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series I Depth 1 End Intermediate 0 BCI 5000s R 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 1 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A INSTALLATION INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O n 6 OF FASTENERS 6 6 6 0 6 o 6 666 O d 6 6 6 6 d 6 6 d � ma a ago po gg PP - Hangers with side nailing. 6 6 6 6 OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER 6 d top flange of joist. o DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w! loads N.T.S. higher than 15001b. o BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plfmax. along bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : -for vertical load transfer Plumbing when load bearing - for lateral support when joists H ETAL20 INSTALLATION / HTS INSTALLATION Load bearing walls Vertical load transfer =1900 plf max along load bearing wall, meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below over squash=20 blocks and Load bearing wall must stack over * Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional � Joist consideration. Check local building When joists meet over wail, provide code for appropriate g upI-Jto can avoid offset PLUMBING LINE 1/16" 1 3/4"minimum bearin for each. details in One 10d box up ti al l avoid vertical plumbing 2 #5's x 4'-0" areas=20 of high or=20 sinkerE TOP ( lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE 10'-0" at bearing. A/C CHASE 4" PVC PENETRATION TANK -LESS w/H JOISTS OFFSET N.T.S. SLEEVE THRU STEM d ° ° d WALL a 3 / Provide adequate bearing " _III-1 l I III —III— a • a': ° I I IS —I CORNER OF for each lapped joist. Use 10dx3" nails at 6 o.c. for all joist <, i ,_— ,—I =11 4. d I_ blocking panel *Non -stacking walls -tom I HOME H C G �. —10d nails require additional consideration. — ' — — — --1[: �o I I �- • —I 1-11 GARAGE SIDE 000 Squash block (2x4minimum) SECTION @ INT. BRG. WALL T=1 W �i —IFINI GRADE i—ITf=— — — — — 5 -0 o Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR 1'-0" o 0� Glulam Beam GAS METERO o r = NO HOLES (EXCEPT SEE FND. PLN. KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) �I I I=1 �T=i j= -III - SIZE &REINF. IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 10d nails. - Install tight to top flange. SLEEVE THRU STEM •-1 12" BELOW (see table below) (KNOCKOUT EXEMPTS) D GRADE PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) °• • . • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR . a. e. • ° Pnl Inlnerinnl lnlFn . d • RUUUH-IN ELEC I RI(; TO LEFT (ALWAYS) - 12" OFF -CENTER C; A (� N N F T I C1 N I7 T A i l or drill flanges I STEM FOUNDATION r- PVC OR SCH40 SLEEVE Cfl ❑ CO RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Any 16 jQist-_._, 12 V-0" 1'1" l'-2" 1'-2„ 1,_3,, 1'-9" 2'-4" 2'-11" T-7" 4'-2„ 4,_9„ 6,�„ i =III � • a a _ � ( �° ® _ Span (ft) 16 V-0" 1'-1" 1'-2" 1'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 1 64" 7'-2" ' SEE FND. PLN. 20 V-0" 1'-1" 1'-2" V-2" 2'-0" T-0" 4'-0" 4'_10" 5'41„ „ (2) #5 REBAR SIZE & REINF. KBacker Block A/C CHASE 4 PVC 24 1'-0" 1'-1" 1'-2" 1'-3" 2°-5" 3'-7" 4� 9„ 5'-10,, 7,-2„ 8,-0„ 9'-6„ 1p'-9" "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as TOP x 4'-0" PVC OR SCH40 SLEEVE THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENETERED @PIPE A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. requirements a ° ° °°. c 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 7 SCALE: N.T.S. 0.6 X Joist THE LARGEST HOLE. o � ,_ 4 , 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. p �depih - I�7 j-7-�� i= a a' a = l j j jTIT 'I v d •° 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS ° PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE &REINF. N.T.S. ' f O N O N rn N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Am Awift h 6 d' 0D N # 9) O R N J 0 in � C7�� g — � W � - a QN M MALL LLr W N dd� -rowZO Z,' m c v smo .. N e � O 0= 1- WOO m 0 ] J W �°�°' o z d00 N M Z °U V J ❑❑❑ W N (7 S d N N z v o 4-1t t� r,, M o a � O U o N C) W J pE L �? 1 U U) ¢ 0 ®0 N w M M N¢ 2 z Q U- C 8° zo g >o z� a na Co !� Cl O ,< 0 �U OQ N L ao ¢o W� =3 U3 �- =Q zY U y m0 �o O� Z _ J m Q W zw ACLn0o¢w ¢o az C7 wF �O z� I4TU pF C O > M J ci 00 �> Q - O C .2 CO m � N r O IUD r = 00 coyo) cl--4 r- w N 6 M z � E O c a U ° ¢ o JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. SN 1