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ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 90° HOOK BOND BEAM RIDGE LINE w QJ +++++++++++ ++++++++++t++ ... + + ++++++++Q++++++++++++++++ +++++++++++cc+++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + 1-0" (NP ) + + V-0" + + + + + + + + + +++ + + + + + + + + + + + + + + + ++ + + + ++ L + + + + + /++ + + + + + + + + + + + + + ++++++io +++++++ +++++++ + ++++++++ + -1 MUGT�TYP• �GIRDERTRUSS_1=E7S-_._ I IW STD. 90° CONT. 95 I I tz!�I HOOK I �L I� rsArs zx I Ur rLa i t BAR uII 5/8"m #5 CONT. THRU FROM BOLT 15/32"CDX FOUNDATION PLYWOOD OR C TO HIGHEST 7/16" OSB BOND BEAM BOND BEAM STEP 2 X B.U.0 : — --I IDGE LINE 140 MPH (uft)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (uft) 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 8 + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 2nd FLOOR INTERIOR/EXT WALL SEE HTA 20-18 / HTA 20 + + 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 INSTALLATION @ MID SPAN 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 NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED CONNECTION Q/ TJI TO BE CUT TO ALLOW 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKINGITJI �� .. NOTE: LOCATION OF 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. �\ UPLIFT VALUE SECOND RT16 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 # OF 2nd FLOOR Solid block all posts from USP RT16 USING above to bearing below. STUDS 16-8d x1 1/2" NAILS SECTION @INTBRG. WALL �='-- •' UPLIF7=1030# DOUBLE JOIST CONSTRUCTION . Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 314" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 314" wood panel ,902.0 2 x — lumber Double 2 x — lumber (Not required if both loaded equally from above) N.T.S. Filler blocking i 1/8" mm. a 2" min. 2" max.) Small g p 4" max. 1/8" gap 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/OSBweb(tiffener 2" min. 4" 2x : CONTRACTOR TO PROVIDE Zx TO FILL THE HEIGHT at 12" o.c. dgrequired when indicated or Max.ined when possible. Stagger rows from opposite Web Stiffener Fastener Schedule Joist aring Location Series Depth I End 1 Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d I 2-8d I 3-8d 14" 2-8d BCI6000s®'11-7/8" BCI6500s® 9-1/2" 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- /8" 3-16d 3-16d 14" 5-16d 5-16d 1 16"1 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR o SIZE AND QUANTITY c n 6 OF FASTENERS 6 6 6 G 6 i � 6 G 66 6 6 �®mom 6 66 6 6 OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". - Hangers with side nailing. 6 - Hangers with sides not containing WEB STIFFENER top flange of joist. a DOUBLE JOIST CONNECTION - Birdsmouth tuts. N.T.S. - Under 2nd floor column w/ loads ' N.T.S. higher than 15001b. TYPICAL HTA 20-18 / HTA 20 BLOCKING PANEL INTERIOR INSTALLATION TYPICAL MTW INSTALLATION SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing wails 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 •Non -stacking walls over squash=20 blocks and Load bearing wall must stack over require additional wall or beam below.* � �Y blocking and wall or beam below." \� Joist corsibuldi 9 . Check When joists meet over wall, provide code for api When " I -Joist can be offset code � ePProP�e �� 1 3/4 minimum bearing for each. up to 3" to avoid PLUMBING LINE deoft in One 10d box arees=20 of high or-20 sinker i� vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side �i 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE 10'-0" at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION TANK -LESS W/H % N.T.S. SLEEVE THRU STEM d a a A WALL Provide adequate bearing 4 • a for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist • - A. CORNER OF blocking panel "Non -stacking walls •. " - ° GARAGE SIDE 0 0 0 (quasi block 10d nainails'SECTION @ INT. BRG. WALL require additional consideration. FINI GRADE (2x4 minimum) 5'-0" c Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR O o 140Glulam Beam m GAS METER U NO HOLES (EXCEPT SEE FND. PLN. _ N KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) _ SIZE & REINF. IN BEARING ZONES p DIMENSION OF LARGEST HOLE Nail with 10-10d nails.lit (see table below) (KNOCKOUT EXEMPTS) D Install fight top flange. '. 12" BELOW • MEASUREMENTS ARE FROM FINISHED FLOOR \ SLEEVE THRU STEM GRADE (see table below) PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER DO NOT cut, notch SEE PLAN FOR •. ..; . • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER or drill flanges Joist hanger F,. a FOUNDATION INFO ' a' ❑�� STEM FOUNDATION GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE GRADE "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" 6" A 1Y2• ROUND HOLE MAY 6„ 6" O NOT CUT HOLES Filler block. REINF. SEE PLAN CENETERED @PIPE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2' Nail with PLUMBING LINE THE WEB. PROVIDE AT OUND IN �� 10-10d nails. PENETRATION LEAST 3" OF CLEARANCE CANTILEVERS. °• /F a a Backer block required where top; FROM OTHER HOLES mount hanger load exceeds 250 lbs. ° a MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Install tight to top flange. ° 1 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 USP HTW20 OR 16d TOENAILS 2" X 12" @ 16" O.C. W-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. V-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 8 1'-0" 1'-1" 1'2' 1'2' 1-3' 1'4' 1'-T' V-11" 2-4' 2,9' 32' 3'T' Any 16' joist 12 1'47" 1'-1" 1' 2" 1' 2" 1' 3" 1'-9' 2-4' 2'-11 " 3T' 4' Z' 4-9- Span ffi) 16 1'-0" 1'-1" 1' 2" 1-2" 1' T' 2-6' 3-7 3-10" 4-9" 6 T' 20 1'-0'' 1'-1" 1' T 1-2" 7-0" 3'-0" 4'-0" W-10" 6-11" 6-11" 7'-11" 8'-11•. 24 1'-0" 1'-1" 1'2' V-3" 2-6' 3T' 4'-g' 6-10" 72' 1 9-4' 9-6" 10'-=9 d d. • a j 1/4"-2" gap io ? • a . • I � SEE FND. PLN. (2) #5 REBAR Backer Block A/C CHASE 4" PVC SIZE & REINF. Mount'"Top Mount" "Face 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 eb stiffner as TOP (2) #5's x 4' Ow 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 a d A.W. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF Y SCALE: N.T.S. a d ° • ea THE LARGEST HOLE.' 0.6 X Joist 7. lY2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. u /depth - ° ` a A A a 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 PUBLICATION. USE THE BC CALL 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. (Din Z M —o z�Z Q J a z to N W 'U — 0 W E CLI 0 �F, �N F- (� U m Lu I-- E — $ a)M to M W M 0 00 W U CD 2 r LL rn oM� 100 Q N a o u) Oq 'V Q O A ' N C a D C e O C"'i A y J Lu w S de a N S.. LLW 2 .a .• ESS1 J 0a�� 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 5th 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 Z cV 0 � n r>-I V) M O Q � M Ln Q LLL �. zQ IY U p- 0000 z § E Z W J� �R w� zaa a� fF UIng Qz U �(� z z J LL 8 LLU z zS ,--� fz 0 Z Z J F > ' cr- 0 O U (a ~ Lu g J � rf�ma gaod ii;(Ay Q ^�wQ Z N N �Ig aME J ,--I lJJ i5- 8 li.l M Q z T-, Z Z_ = L1 m o ^ guJ T-1 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SN 1