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101-011 TANK -LESS W/H CORNEROF /7 H C G HOME GARAGE SIDE 0 0 0 51-011 STUB -OUT FOR 7� = b GAS METER 01 0 u.) 0 C,4 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. 71-511 (2) 16d TOENAILS 21t X 6" @ 16" O.0 101-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2- X 10" @ 16" O.C. 16-5-1 (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-311 (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151-411 (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING _J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . + + + + 4 + + + + + + 9- + . . . . + + + + + + + + + + + + + + + + 4 4 + + + + + + + + + + + + 4- (TYP.) + + V-0" ------ —7 +/ 6'-0" + f + + + + 4 + + + + + + + + N + + + + + + + + + + /++ + + + + + + + 1+ + + + + + + + + + + . . . . . . + + + + 9 . . . . . . + . . . . + . . . . . . . . . . . . . . + + +N+ I. + + + 4. 4. 4- + 15/32" CDX PLYWOOD OR 7/16" OSB 'RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" D.C. EDGES & + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 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: r FOR 8d RING SHANK NAILS 0.1 13x 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 BC18JOist Backer Block Thickness Filler Block Thickness Series - 3/4" or 7/8" 5000s 1.8/1.7 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 1 Old nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL-\ STD. 900 HOOK F BOND BEAM 1 LU CONT. #5 STD. 900 CONT. #5 > HOOK BAR BAR F-7— I #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from ST LIDS above to bearing below, SECTION @ INT. BRIG. WALL N.T.S. 1/8" min 2" ' ) Small gap 2" min. max. 4" max. Web Stiffener Fastener Schedule Joist aring Location Series End I Intermediate epth -1/2"_� 2-8d I BCI 5000sa 2-8d 2i-ad 11-7/8" 2-8d 14" 2-8d 5.8d Clinch nails - 9-1/2" 2-8d 2-8d when BC16000se 11-70'_ 2-8d 3-8d possible BCI 6500se— 14" 2-8d 't-M 16 2-8d 6-8d 77 1 1-7/8" 2-8d 3-8d ---------- BCI 60s@ W 2--8d 5-8d Tight fit 11 2-8d 6-8d �11-7La!_ 3-1 6d 3_-._1 6d 2x4/PIywood/OSB web stiffener 2" min- BC190se 14" 5-16d 5-16d required when indicated or 4" max. _16" 6-16d 6- _-1 6-d Hangers with side nailing. Hangers with sides not containing WEB STIFFENER top flange of joist. Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. U� M 5/8,11 THF BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION 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" (1 Od) nails at 6" o.c. Required on interior walls: - for vertical load transfer Plumbing Load aring walls when load beefing - for lateral support when joists Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack meet over wall, or wall stacks directly over wall or LJ beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional Joist When joists meet over wall, provide consideration. Check k L' 0 w 'Jou he local building W I -Joist can be offset 13/4" minimum bearing for each. code for appropriate. PLUMBING LINE up to 3" to avoid details in One 10d box vertical plumbing areas=20 of high or--20 sinker TOP (2) #5's x 4' 011 lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION at bearing. A/C CHASE 4" PVC JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL 11r. 4 rovi e a equate bearing Use 1 Odx3" nal Is at 6"o.c. for all joist A 4. .4 for each lapped joist. blocking panel *Non -stacking walls 00 Squash block Od nails require additional consideration. SECTION INT. BRIG. WALL FINI.(�H GRADE (2x4 minimum) N.T.S. Bearing wall, Versa -Lam LVL or 0 Glulam Beam MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES NOCKOUT EXEMPTS) (see table below) D it (see table below) DO NOT cut, notch I I or drill flanges 1 maim 01*17'.7- A ROUND HOLE MAY q CANT, LEVER BE CUT ANYWHERE IN THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN DO NOT CUT HOLES LARGER THAN %" ROUND IN CANTILEVERS. 8 1 -0. -1. 1 �-2" 1 �-2" 11-37 1 '-3- 1 �-1 1" 2 '4" 7-9" y 16" joist 12 V-0" V-1 " 1 �-2" V-2" V-3" 1!-9" 2�4 1" 3�-7" 4'-2" n (ft) 16 V-0" V-11" V-2" 1 �-2" V-7" 2!-5" 3'-10" 4'-9" 5'-7" 20 V-10i" V-1 " V-2" V-2" 2'-0" 3'-0" 4'-10" 5!-11" W-11' 7!-11"18'-11"1 24 V-0" , V-11"F 17 _2" V-3" 2'-5- 3'-7- 4!-9- 5'-10" 7!-2" 1 8'-4" W-113" 11 O�-9" 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. %2" 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 %" 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. Backer block (12" wide min.) Nail with 10- 1 Od nails. Install tight to top flange. Joist hanger Filler block. Nail with 10-1 Od nails. QI Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap_�__� zZI/ cker Block Be "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight 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 requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S, SLEEVE THRU STEM—/, 9 t - , . SEE PLAN FOR--' FOUNDATION INFO STEM FOUNDATION GRADE a A A REINF. SEE PLAN A (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. N SEE FND. PLN I SIZE & R PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE —4— L 4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION A SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE 4 . A4 !�? a (D z a) z z < 1 W11111111111111 CL z U0 (D Q) U3 LU 0 U — LU 0 V) Lh E 00 CO r- 0 0 C"n ce) ce) E as 10 'S C) I29 u. ED 1 00 CO CL < 0 co LO R:s I< Ci A I N*"' D c z (,,) C> 8 U_ A! k 0 (Q. 10M '2 0 q. -_ \ .9 1 '0 0 0 0) , Askov0 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. C:) C:) z N 0 w 14 41-� C) 1 53 t.0 On M CD 0 N V) q Ln z 0 (V - Ln LL U oo E z § M z 0 _J 0 LULU mi z Lu� U 480, z Y U) > Ln LLJ 0 z Ln 0 cc U p F- 88- 0 =3 V, P 1H 0", 'd f-4 Cn < z 14r N WJ � 'I z LLJ T-4 Ln T__I LU � U� CY LL I < X < z 0; 5 00 fri 100 kD In Z Z t V) z 0 0 r1l 1 1 10- I SCALE AS NOTED DATE 2/24/2014 TECH: MJAMES VERSION NO 10 SHEE7 NO. SN 1