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0 <br />00 <br />x <br />J <br />m <br />a <br />0 <br />0 <br />O <br />J <br />co <br />I <br />-o <br />rn <br />ii <br />FE <br />E <br />0 <br />x <br />L <br />C <br />c <br />t� <br />0 <br />U <br />Ev <br />c <br />N <br />z <br />CL <br />rL <br />c <br />0 <br />U <br />0 <br />00 <br />0 <br />0 <br />a- <br />45 <br />N <br />N. <br />r` <br />0 <br />w <br />M <br />r� <br />03 <br />0 <br />.cn <br />CORNER OF <br />HOME <br />GARAGE SIDE <br />J <br />10'-0" <br />TANK -LESS W/H <br />H C G <br />000 <br />5'-0" a <br />0 <br />STUB -OUT FOR 1'-0" o o <br />10 <br />GAS METER 0 o <br />o �o <br />siv <br />N x <br />• MEASUREMENTS ARE FROM FINISHED FLOOR <br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER <br />GAS CONNECTION DETAIL <br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" <br />RAFTER SPAN TABLE <br />MEMBER SIZE AND SPACING, <br />MAXIMUM LENGTH <br />MEMBER CONNECTIONS* <br />2" X 4" @ 16" O.C. <br />T-5" <br />(2)16d TOENAILS <br />2" X 6" @ 16" O.C. <br />1li <br />(2)16d TOENAILS <br />2" X 8" @ 16" O.C. <br />13'-9" <br />(3)16d TOENAILS <br />2" X 117 @ 16" O.C. <br />111 <br />1) SIMPSON HTS20 OR (3)16d TOENAILS <br />2" X 12" @ 16" O.C. <br />19'-3" <br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS <br />2" X 4" @ 24" O.C. <br />6'-1" <br />(2)16d TOENAILS <br />2" X 6" @ 24" O.C. <br />8'-6" <br />(2)16d TOENAILS <br />2" X 8" @ 24" O.C. <br />11'-0" <br />(2)16d TOENAILS <br />2" X 10" @ 24" O.C. <br />13'-0" <br />(3)16d TOENAILS <br />2" X 12" @ 24" O.C. <br />15'-4" <br />(1) SIMPSON HTS20 OR (3)16d TOENAILS <br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />** SOUTHERN YELLOW PINE, 55 PSF LOADING <br />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE Cl-, <br />15/32" CDX <br />im PLYWOOD OR <br />!SS 7/16" OSB <br />RIDGE LINE <br />140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE <br />8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & <br />+ + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE <br />0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER <br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER <br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH <br />0.280 INCH FULL ROUNDiHEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER <br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH <br />NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED <br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. <br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. <br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS <br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. <br />+ <br />+ + <br />+ + <br />+++ <br />L4- <br />+++ <br />++++++++ <br />+ <br />Backer and Filler Block Dimensions <br />BCI®Joist <br />Backer Block <br />Series <br />Thickness <br />Filler Block Thickness <br />3/4" or 7!8" <br />5000s 1.811.7 <br />wood panels <br />Two 3/4" wood panels or 2 x _ <br />1-1/8" or two 1/2" <br />6000s 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />6500s 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />60 2.0 <br />wood panels <br />2x _ + 5/8" or 3/4" wood panel <br />902.0 <br />2x _ lumber <br />Double 2 x _ lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap —t <br />FILL CELL <br />STD. 90* HOOK FBOND BEAM <br />cn <br />w <br />`� <br />STD. 90° <br />CONT. #5 <br />>I <br />HOOK <br />BAR <br />BAR <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />SEE PLAN FOR Rli PLYWOOD FLOOR <br />COLUMN AND SHEATHING PER PLAN <br />CONNECTION TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br />Solid block all posts from # OF 2nd FLOOR <br />above to bearing below, STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. ) Small gap 2" min. <br />2" max. 4 max. <br />—A <br />Clinch nails <br />when <br />possible <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />2) Block solid between joists for full length of span. Tight fit <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. <br />required when indicated or <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite _Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist: <br />DOUBLE JOIST CONNECTION Birdsmouth cuts. <br />N.T.S. <br />- Under 2nd floor column wl loads <br />N.T.S. higher than 15001b <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 plf max along load bearing wall, <br />Load bearing wall must stack <br />* over squasi blocks and <br />Non -stacking walls wall or beam below.* <br />require additional r <br />consideration. Check �r <br />local building <br />code for appropriate <br />details in One 10d box <br />areas=20 of high or-20 sinker <br />lateral load. nail each side <br />at bearing. <br />Squash block / <br />(2x4 minimum) l <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />BLOCKING PANEL, INTERIOR <br />Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall <br />Use 3" (11 nails at 6" o.c. Required on interior walls : for vertical load transfer <br />Load bearing walls 7 when load bearing - for lateral support when joists <br />/ meet over wall, or wall stacks directly over wall or <br />i CONT. <br />EOM <br />)UNDATION <br />HIGHEST <br />)ND BEAM <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />O <br />BCI5000s <br />9-1/2" <br />2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />BCI 6000s® <br />BCI6500s® <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI60s® <br />1 1-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI90s® <br />11-7l8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />SIMPS( <br />wl(22)' <br />NAILS 1 <br />5/8" 0 <br />THRU <br />BOLT <br />SIMPS( <br />w/(22)' <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />I.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON HETA20 / <br />Plumbing HETAL20 INSTALLATION <br />beam below Load bearing wall must stack over <br />blocking and wall or beam below:* <br />Joist <br />When joists meet over wall, provide <br />1 3/4" minimum bearing for each. I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />Provide adequate bearing <br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />od nails SECTION @ I NT. BRG. WALL require additional consideration.— <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />El <br />6" Ail %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)2" <br />THE WEB. PROVIDE AT ROUND IN <br />LEAST 3" OF CLEARANCE CANTILEVERS. <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" <br />NOTES: <br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. <br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSLLIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. <br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. <br />A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <br />4.SELECT W S JOS U J S <br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF <br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. <br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE <br />MEMBER CONDITIONS. <br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF <br />THE LARGEST HOLE. <br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. <br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER <br />UP OR DOWN. <br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS <br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE <br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. <br />HOLE CUTTING CHART <br />N.T.S. <br />N.T.S <br />Joist hanger <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.)11=L <br />Nail with 10-10d nails. — <br />Install tight to top flange. SLEEVE THRU STEM <br />SEE PLAN FOR °• a . • • ° <br />FOUNDATION INFO ` °' <br />' STEM FOUNDATION <br />r-GRADE r-REINF. SEE PLAN <br />\ Filler block. <br />Nail with <br />10-10d nails, <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />SIMPSON HETA20 / HETAL20 <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />1S BASED ON <br />S.P.F. <br />LOCATION OF <br />SECOND H10A <br />° , (WHEN <br />SIMPSON H10A . REQUIRED) <br />w/ (18)10d x 1 1/2" <br />NAILS <br />UPLIFT =1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENETERED @ PIPE <br />PENETRATION <br />TOP (2) #5's x 4'-0" <br />CENETERED @ PIPE <br />PENETRATION <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />�PVC OR SCH40 SLEEVE <br />PL PLUMBING I r* U ING LINE <br />1/4"-2" gap • . ° • <br />' SEE FND. PLN. <br />Backer Block A/C CHASE 4" PVC (2) #5 REBAR SIZE & REINF. <br />"Top Mount" "Face Mount" SLEEVE THRU FOOTING <br />Backer block shall be tight sacker block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. <br />to bottom of top flange with to top of bottom flange with <br />1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top <br />flange, flange. <br />eb stiffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />Web stiffeners are not required when top required if hanger CENETERED @PIPE <br />flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE <br />height TYP. FND. PENETRATIONS <br />requirements a ° <br />SCALE: N.T.S. a °a <br />0.6 x Joist —I I IL=1 <br />depth -T� I I� a d <br />'tTj • •. ° •Ti <br />r <br />'I -JOISTS BUCKETS SEE FND. PLN. <br />N.T.S. SIZE & REINF. <br />n <br />M <br />G—s N O <br />OD QN <br />O <br />v <br />¢ <br />-,2 M <br />� N <br />_ M <br />� a <br />_ <br />+� s <br />tta n <br />0 <br />�OQ� <br />V) a= o I <br />M N <br />YZ/ <br />A <br />(J M. <br />M LU <br />0 8 <br />� � I <br />aE0.. <br />a <br />®0 <br />o <br />"j <br />¢ m <br />�m <br />( N N <br />v�i N <br />o ow Z <br />Z �Mv„ � m <br />CA <br />� w <br />C9a��o a <br />LN N� by a <br />LN ;moo <br />0 o <br />0 <br />G N O <br />z ,t 1 tiE_ ft a <br />LL <br />T>R� <br />'e <br />— Q •� � <br />r <br />s : <br />� <br />• <br />F L <br />,... •.� <br />ftFE <br />S N§N <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />CM <br />M <br />z <br />o <br />z <br />U_ <br />cd-E <br />E 0 <br />zo <br />0 <br />w° <br />>m <br />aty <br />Z® <br />u <br />Cc;fd <br />gZ <br />o� <br />— CL <br />O E <br />x� <br />a� <br />)o <br />0� <br />CN <br />LO <br />z <br />az <br />W <br />• <br />M <br />c <br />Z$ z <br />�m <br />m F <br />O <br />}z <br />J <br />a " <br />z z <br />v� <br />Z <br />a <br />z <br />N � <br />a, <br />o <br />z <br />i3 <br />o <br />w� <br />>° <br />miaF <br />V� <br />zas <br />�3 <br />2 ^ <br />�J <br />N <br />> co <br />> > <br />�— �- <br />O <br />C) <br />ch <br />CD <br />QY <br />� <br />U <br />m C: <br />~ <br />(n <br />00 <br />00 <br />■� T <br />ty <br />= <br />f1n <br />r <br />00 <br />M 0) <br />O °' <br />.. <br />m <br />N j <br />d <br />z <br />z <br />c <br />E P <br />m <br />a <br />U Q p <br />JOB <br />NO : 19-5890 <br />SCALE: AS NOTED <br />SHEET NO. <br />SN 1 <br />