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C GA — — J • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (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 (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (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 w c7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + +io T + + + + + + + + . + +' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 11 -0 (TYP.) + + 6'-0" + + + + + 6'-0" + + + + + + + + + + + + +++ + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + zo + + + + + + + + + + + + + + + + + + + + + + + + + + + v-' — 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE l 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS OU rSINU OrIMIN NAIL0 LW U V.V. CVUCO Of 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 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 _ 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 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2x _ + 5!8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber FILL CELLS STD. 90° HOOK r- BOND BEAM v7 w cc a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D FLOOR COLUMN AND 1 `/—PLYWOOD SHEATHING PER PLAN CONNECTION TO BE CUT TO ALLOW ,�TJI FOR BLOCKING/TJI "MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min.) Small gap 2" min. Filler blocking 1/8" gap + i � 2" max. 4" max. Web Stiffener Fastener Schedule _ Joist Bearing Location _ - - Series End Intermediate �� / _Depth _ - ®_ 9-1/2" 2-8d _ BCI5000s 11-7/8' 2-8d 2-8d 3-8d T Clinch nails � � - 14 2-8d 5-8d �/ 9 1/2" 2-8d 2-8d when Y ' BCI 6000s® 11 7/8�� 2-8d 3-8d possible / / - BCI 6500s@)14"- 2-8d _ 5-8d 1) Support back of web during nailing to prevent damage to - -- 16" 24d _ 6-8d 3-8d web -flange connection. 9 � /� ll T - BCI60SO r1116'8 5-8d 2 Block solid between joists for full length of span. 1 9 P Tight fit g 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. _ 11-7/8"3--16d_ 3-16d _- 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener — 2" min. BCt 90s® 14" -�16d _ 5-16d 2xrequired when Indicated or max. 16" 6-16d 6-16d_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 pif max along load bearing wall. Load bearing walls Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building �T code for appropriate i1/16" details in One 10d box areas=20 of high or-20 sinker lateral toad. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---� DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer Plumbing when load bearing - for lateral support 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.* 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 Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6" A 1Y2' ROUND HOLE MAY 6" 6" 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" Any 16" joist Span (1t) 8 1'-0" 1-1" T-3' V-3" 1 2" 1' 2" V-T' V-11" 24" 2-9" 3' 2" 3-7' 12 1'-0" 1'-1" 1'-2" 1' 2" T-3" T-9" 2-4" 2'-11" 3-7' 4' 2" 4-9" 6-4- 16 T-O" V-1" 1' 2" 1 2" T-T' 2'-5" 3-2' 3-10" 49' 5'-7" 64" T 2" 20 T-O" T-1" 1'2" 1 2" 2-0" 3-0" 4'-0" 4'-10" 5'-11" 6-11" 7'-11" 8'-11" 24 1'-0" T-1" 1 1'-2 V-3" 2-6, 3'-7' 4'-9 6-10" T 2" 8'-4" 1 91-6 1019" 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. HOLES 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE *2" 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 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. HOLE CUTTING CHART N.T.S. N.T.S. U) M 5/8"1 THE BOL R TRUSS 'OP PLATE �I TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION - A/C CHASE 4" PVC SLEEVE THRU STEM WALL MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS Backer block (12" wide min.) _:;TLTT�r1 1� Nail with 10-10d nails. I I — Install tight to top flange. • ' SLEEVE THRU STEM _ SEE PLAN FOR °. ° ' • ° Joist hanger FOUNDATION INFO a. ° d ° STEM FOUNDATION Filler block. GRADE REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top n mount hanger load exceeds 250 lbs. �a Install tight to top flange. d d Q 1/4"-2" gap ii '' � ' —III— • v °.' r ✓I 1 2 #5 REBAR 2 Backer Block .l -� A/C CHASE 4" PVC ( ) "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION 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 bottom 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 TYP. FND. PENETRATIONS requirements j� -0.6 X Joist SCALE: N.T.S. p ✓ j depth L� I -JOISTS BUCKETS N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. 0 USP RT16 USING ®` 16-8d x1 1/2" NAILS ' a� UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION Z O .d r Ill— •. • W `�— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION q d a PVC OR SCH40 SLEEVE PLUMBING r— UMBING LINE d L. d _.� t G'd d ZD z d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d C .d A, . IP14E-EG \\ d C d d A SEE FND. PLN. SIZE & REINF. (D" zo z z� Q ❑ I� Z C) cn i--J u (10 p °U — LU � E 0 �M � o U W aD M C) MM EO — U T :2 M O O O U_ 00 Uca aa)) C � n o O Y a� Lo V �Qo B D• w 04. ;G co m o.o�rn N bp o. M.ry h Z Z y CO5 FL - C - C LL ! U_ (w '' W Q N" M N CD k,) a�1 Z,. �0, U,W n O 0'o-• moot r ZU) E0 Qua ate.- W �`.`. El El 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 Z NO O N N F. 4 a-'' p M O I> -I U-)fQ II a � _ Q C U_ Ln C' , M 0� U o- � z z E § M Z WJ C:) oZ Za f r~ Z a d U Z 0 Z Q �owZ W X J a0(n OU � LL N W u) Co oZ L W zz > U z }: f— j r� O w g� z a _ S 0 O U T U w w LS �u rn N O C)x ¢p 050 O U�m� d � a y� TF (V A I\ � Za oa t� 0J W C Z Q �o3 w Q f z W � Lr) "o o L:ij LLJ Q Z -,z,J o w o °xa of ~ o W l0 Ln z �Zz _ aZ a to z SCALE : AS NOTED DATE : 2/24/2014 TECH: EPAND VERSION N0. 10 SHEET NO. SIN 1