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ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 900 HOOK BOND BEAM RIDGE LINE I., qT111 I w J co J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + ++ 6-0" " 6-0" + + + + + + + + X.Y+P) + +++++++ + + + + ++ + + +++ +++ ++++++ + + a ++++++ + ++ +++ ++++++++ + USP w )r77] 77- MUGT15 TYP. GIRDER TRUSS STD. 90° CONT. #5 j CONT. #5 HOOK BAR 2X TOP PLATE BAR 5/81 31 #5 CONT. THRU BOLT FROM 15/32" CDX FOUNDATION PLYWOOD OR C TO HIGHEST 7/16" OSB BOND BEAM BOND BEAM STEP z x B.u.c;:; — —" RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. USP MUGT15 TYP. 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE HTA 20-18 / HTA 20 2nd FLOOR INTERIOR/EXT WALL SEE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO INSTALLATION @ MID SPAN 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 USP MUGT15 TO 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH COLUMN AND * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: CONNECTION TJI TO BE CUT TO ALLOW NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI LOCATION OF UPLIFT VALUE 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. SECOND RT16 IS BASED ON 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS MASONRY WALL OR S.P.F. OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH \\' \ #OF 2nd FLOOR �® USP RT16 USING Solid block all posts from STUDS p ® 16-8d A 1/2" NAILS above to bearing below. I ==\\• UPLIFT= 1030# SECTION @INT. BRIG. WALL :I� \:= DOUBLE JOIST CONSTRUCTION Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 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 N.T.S. (Not required if both loaded equally from above) ' \ Filler blocking 1/8" min. }Small gap 2" min. x / 2" max. 4" max. 1/8" gap ° / L iL Clinch nails when possible 1) Support 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 2" min. g required when indicated or 4" max. 2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when ossible Sta or rows from o osite Web Stiffener Fastener Schedule Joist B aring Location Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d 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 BCI900) 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR 0 SIZE AND QUANTITY 0 c 6 OF FASTENERS 6 0 6 6 6 6 0 6 0 6 6 6 6 OR O 6 6 6 6 p gg pp - Hangers with side nailing. 6 OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. ° 0 DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads e N.T.S. higher than 15001b. TYPICAL HTA 20-18 / HTA 20 SQUASH BLOCKS AT INTERIOR BLOCKical ING SPANEL, Iplf NTERIOR ingwall INSTALLATION TYPICAL MTW INSTALLATION Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists 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 blocking and wall or beam below.* require additional wall or beam below.* Joist consideration. Check When joists meet over wall, provide local building code for appropriate 11/16" 1 3/4" minimum bearing for each. I -Joist can be offset PLUMBING LINE vertical details in One 10d box up to al avoid areas=20 of high or=20 sinker plumbing TOP (2) #5's x 4'-0" 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 SLEEVE THRU STEM N.T.S. ° WALL a a ,. . d ° a Provide adequate bearing CORNER OF for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist <° I I HOME H C G blocking panel *Non -stacking walls e — IT7-I�r , .ITT GARAGE SIDE 000 Squash block 10d nails require additional consideration. — — — — — — — _ — SECTION �a INT. BRIG. WALL _Ilf-ice i>1 �_ Tf IT1 FINI GRADE (2x4 minimum) I I —III 117 � IT- I I —I I I A 5'4" N.T.S. _ 1 Bearing wall, Versa -Lam LVL or STUB -OUT FOR O 1'-0" o o LO Glulam Beam e GAS METER - N ° NO HOLES (EXCEPT T— — SEE FND. PLN. — KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) ; T= _III — SIZE & REINF. DIMENSION OF LARGEST HOLE Nail with 10-10d nails. TT IN BEARING ZONES D Install tight to top flange. a . ' (see table below) (KNOCKOUT EXEMPTS) D SLEEVE THRU STEM I Ir I 12" BELOW SEE PLAN FOR PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE ° • . ; . • • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger FOUNDATION INFO °• �� <° • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges STEM FOUNDATION to ❑ to GAS CONNECTION DETAIL PVC OR SCH40 SLEEVE GRADE TOP (2) #5's x 4'-0" **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** A 1Y2" ROUND HOLE MAY „ DO NOT CUT HOLES REINF. SEE PLAN CENETERED PIPE 6" 6 6' Filler block. @ BE CUTANYWHERE IN CANTILEVER LARGER THAN 1Y" Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT ROUND IN 10-1 Old nails. A - LEAST 3" OF CLEARANCE CANTILEVERS. ° a ° . a Backer block required where top X. a ° FROM OTHER HOLES mount hanger load exceeds 250 lbs. ` ° ° MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Install tight to top flange. 8 V-0" 1'-1" 1'-2" V-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'4" 2'-9" 3'-2" 3'-7" 1/4%2" gap :I co • • RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (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) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) USP HTW20 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) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Any 16" joist 12 V-0" 1'-1" 1'-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'-1" 1'-2" V-2" 1'-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 64" 7'-2" t SEE FND. PLN. 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" (2) #5 REBAR SIZE &REINF. 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" Backer Block A/C CHASE 4" PVC "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. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiff ner as CENETERED PIPE 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 @ 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 FF MEMBER CONDITIONS. requirements d ` ° °a. a ae ' 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF SCALE: N.T.S. a a THE LARGEST HOLE. 0.6 X Joist �� I (=I WL�I a v I=I I I=I 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. " depth -I I �i I II I� ° a ' °II� 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" 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 a 1 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. 01 SIZE & REINF. N.T.S. U' ZM o ❑ _ z m z Q ❑ z v/ cn w V Q •U — 1 0 E o Cl) CO U LU — U mCC0'1 Cl) C M M O p NL LL. 00 00 U� �Y U)Qo u7 0� < 0 rnQ o A � N C.B D C TAP io till, ,E X�;�� ;a �',� • +� 4' �� o � � u1 `� N( Q LUz ci a Q� •01?- Rux?, 0 e, )dl:ll99111 0 F- ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 a h> J) O M a4-J_0 a W .L a- CL M al� U CL 00 a E" ru Z WJ 110 d" oz jo C zaa of u a°�� rzUU0 Z W w Z o!�w aw�'n UE�" L- n w �Z�o o z o > T v' Q z z z can 3 0 � z U = (� H U �a L u �Ro a 4$ fV � Cf) zwo� Q �Qz3 o�� Z Z w0�P a w LUdi J rl LU Q z =a°o 2 `� a wiz Z M 4k z Z tu az 0 Q w <o un z ¢Ui a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN 1