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3 c CD v s t2 _ o CN cc LO I T3 d s 0 0 M L0 l rn N v v+ FV.. Q N E O S C i ti 0 N d 0 x J as ti rn N S 0 a rn N r-Cn 0 ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 900 HOOK BOND BEAM C4, RIDGE LINE I w J Q (7 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +C-0, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '_0" (TYP.) +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + Fc + + + + + + + + + + + + + + ++ +++ +++++++++ + cr' lip SIMPSON MGT w/(22)10d in w NAILS TYP. GIRDER TRUSS � STD. 90° Cr CONT. #5 #5 HOOK BAR BAR BAR 2X TOP PLATE 5/8'b #5 CONT. THRU FROM BOLT 15/32" CDX PLYWOOD OR FOUNDATION C TO HIGHEST 7/16" OSB BOND BEAM BEAM STEP 2 x B.u.c N;L BOND — _J RIDGE LINE 140 MPH (1,110 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. SIMPSON MGT w/ (22)10d 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 2nd FLOOR INTERIOR/EXT WALL SEE NAILS TYP. + + 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 SIMPSON HETA20 / HETAL20 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 INSTALLATION M I D SPAN @ 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 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI NOTE: UPLIFT VALUE 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 1 �--MASONRY """" IS BASED ON 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS WALL OR �' 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 FLOORSTUDS � LOCATION OF above to bearing below. SECOND H10A SECTION @ INT. BRG. WALL ' �' '.`-:�: � `:� • (WHEN SIMPSON H10A DOUBLE JOIST CONSTRUCTION .- .` •. . REQUIRED 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 _ P 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 314" wood panel 1-1/8" or two 1/2" 60 2.D 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/ (18) 10d x 1 1/2" ) r NAILS Filler blocking # / 1/8" min. }Small gap 2" min• UPLIFT = 1015# 1/8" gap o / 2" max. 4" max. • Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to LI web -flange connection. _ 2) Block solid between joists for full length of span. Tight fit 1 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSBwelo stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite required when indicated or Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d - 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d W' 2-8d 5-8d 16" 2-8d 6-8d BCl60s& 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 146d16d1 5-16d 16" 6-16d 6-16d TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A INSTALLATION INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR a SIZE AND QUANTITY O O 6 OF FASTENERS O 6 6 6 6 O O 6 O 666 6 o$vem - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER 6 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads u N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pff max. 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 / HTS INSTALLATION Load bearing walls when load bearing - for lateral support when joists H ETAL20 INSTALLATION 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 oversquash=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 When joists meet over wall, provide local building I -Joist can be offset lode for appropriate �1/16" 13/4"minimum bearing for each. details r One 10d box i up to 3" to avoid PLUMBING LINE areas=20 of high or=20 sinker vertical 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. Qi JOISTS OFFSET A/C CHASE 4" PVC PENETRATION TANK -LESS W/H N.T.S. SLEEVE THRU STEM e oist WALL d a ° . Provide adequate bearing _ _ • . CORNER OF for each lapped joist. Use o�Gc1r 9x3�"nails at Nonsstacking walls *�-r - q ° 4. d• ° q HOME H C G Squash block 10d nails require additional consideration. oo (2x4 minimum) — GARAGE SIDE 0 0 o SECTION INT. BRG. WALL FINI GRADE — • • 5'-0" N.T.S.10 _ � Bearing wall, Versa -Lam LVL or STUB -OUT FOR c 1'-0" 0 9 Glulam Beam GAS METER o - $ i° o �y = NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) SEE FND. PLN. KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. - — SIZE & REINF. IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p Install tight to top flange. SLEEVE THRU STEM 12 BELOW • MEASUREMENTS ARE FROM FINISHED FLOOR io (see table below) •' • . • r GRADE PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT ALWAYS - 12" OFF -CENTER DO NOT cut, notch SEE PLAN FOR--'�• • • • ( ) " or drill flanges Joist hanger FOUNDATION INFO • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12 OFF -CENTER' ° ❑ STEM FOUNDATION 4 GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE A 1Yz" ROUND HOLE MAY 0 NOT CUT HOLES GRADE REINF. SEE PLAN CENETERED PI "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** _ 6" 6" 6" Filler block. �° PE PLUMBING LINE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" Nail with PENETRATION THE WEB. PROVIDE AT OUND IN Nail with nails. LEAST 3" OF CLEARANCE CANTILEVERS \ ° , ° . d Backer block required where top �'��'{ n -�� FROM OTHER HOLES mount hanger load exceeds 250 lbs. ° • o -° ' .q MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Install tight to top flange. ° T 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. 81-6" (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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 8 V-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 74" 2'-9" V-2" Any 16" joist 12 V-0" 1'-1" 1'-2" V-2" 1'-3" 1'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" Span (1t) 16 V-0" 1'-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'4" 20 V-0" V-1' 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 1'-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'4" 9'$' 10'-9" ° q. 1/4"-2" gap ? • ° . • (2) #5 REBAR SEE FND. PLN. Backer Block A/C CHASE 4" PVC I SIZE & REINF. "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be fight 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 (2) #5's 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. _T requirements v ° q° 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 ° ev THE LARGEST HOLE. -0.6 X Joist I rr ° a 7. lY' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o p depth 'I I — — A ' ° e' ° G I 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER ° ° UP OR DOWN. o . 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. a 0 0 0 z N t0 z g J Mp �• N C7 to _ C1 LU to c �N w'0 �-- U co ®_ 0 U � Q N z z M -7 W Jr. 1 ��►�,',2 LLM 0 — � •� 0 s— ' 0 "•� O F E S S�Q`�`�!� ,�'rlfNltliill�� 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 Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co M M z � rr Q � C E Q E¢ N U u O = K o O oa as xv ao SO z o E N ra $z g �w w� m Z ra C � z .x U NO o 2 oz Q W Ny- 3 3 8 LL Mo W W W;z o co w ozi< �o g 3 �o 0 M ^L, W �> > T_ O U o N F_ ca T�m � _ LO o r LO .� J C LO LO r T N 0) M c� N o Z E a o of U _J� Q p JOB NO : 19-5336 SCALE : AS NOTED SHEET NO. SN 1