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ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ' 1/8" gap x FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK BOND BEAM �— CONT. #5 BAR 10 1 4 An 45. 10 6 <In 0 IL C, Cz > V) E o z o o CCIL 01) D BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" max gap • � 4 max. 4 Clinch nails when possible 1 r2"�min. t 1) Suppo back of web during nailing to prevent damage to 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 2x4/Plywood/OSB web stiffener 4" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or max. OF THE JOIST ASA REQUIRED LEAVING Yg" GAP TOP sides b 6". - Hangers with side nailing. y- Hangerswithsidesnotcontaining t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. --------- - -- -- - Under 2nd floor crlrrrnn w/ Inar'lc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side „ 10 -0 at bearing. TANK -LESS W/H Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls � higher than 15001b. rt7 t BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing -for lateral suppo when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate � BGI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 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 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) ' NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE01 t t Ink 14 0 CY/ Provide adequate bearing I I — ' Q, • a' • a (— — "'III- ( CORNER OF for each lapped joist. Use 10dx3' nails at 6'o.c. for all joist • `, • • . •� • �' �` � — � •' blocking panel Non -stacking walls ° II I . • • jT�- I HOME H C G Squash block •�--10d nails require additional consideration. °O '—r�— ��•-r� GARAGE SIDE 00 o SECTION @INT. BRIG. WALL T� III �— FINI GRADE (2x4 minimum) � �� ° STUB -OUT 51-011 FOR �_ �� - � Bearing wall, Ver76LamLVL N.T.S. 1 0 0 9 -' Glulam Beam _ GAS METER o � o � 0 0 —III-7i I � 111 i••1 = NO HOLES (EXCEPT f SEE FND. PLN. MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) .r.� — KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. SIZE &REINF. IN BEARING ZONES O (see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM •" •. Tf` • MEASUREMENTS ARE FROM FINISHED FLOOR <• :° . r 12" BELOW (see table below) GRADE PIPE VERTICAL THRU FND. SEE PLAN FOR °• • . • , p . '• ° ° • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger FOUNDATION INFO °• a' Q. • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges STEM FOUNDATION a ** GAS CONNECTION DETAIL \ PVC OR SCH40 SLEEVE GRADE TOP (2) #5's x 4'-0" ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** ., A 1/ ROUND HOLE MAY �� DO NOT CUT HOLES REINF. SEE PLAN CENETERED PIPE 6 6 6"" Filler block. @ BE CUT ANYWHERE IN CANTILEVER LARGER THAN Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top °. � •, a .a ' � FROM OTHER HOLES mount hanger load exceeds 250 lbs. � MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Install tight to top flange. •O RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* Z" 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 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HALES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7, 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BESET WITH THE 1Yz" 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 CALL SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAYBE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1/4"-2" gap Backer Block "Top. Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1!4"-2" gap at bot7. tom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP+ FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE .a a a a a .a • r SEE FND. PLN. SIZE & REINF. ��,r��ataarrrr�s�gPO 74 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Cade - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a a �sN