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— — — I 101-011 TANK -LESS W/H CORNER OF__",? L___J HOME H C G GARAGE SIDE 000 51-041 9 STUB -OUT FOR Vr a C) -J LO GAS METER 0 0 ,qt 0 _Izz • 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. 71-5-1 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. W-61 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12" @ 16" O.C. 191-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-11' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 0-off (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS O:NAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). S:OE UT :HERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + . . . . . . . . . . . . . . . . . . . . . . ... . . + . . . . . . . . . . . . . . 4 . . . . . . . . + + + . . . . . . . . . 4 + + 4. . . . . . . . . . + + . . . . . . . . . + + . . . .... . . . . . . + + + + + + + .0., (TyP.) 6'-0" 6'.0- + + + 4 + + + + 4- + + + + + + + + _0 _J + + + + + 15/32" CDX M + 4 + + + + + < PLYWOOD OR + + 4- + + + 7/16" OSB + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + 4- +K+ + + + + + + + + + . . . + + + z + 4- 4- � 4. \-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- O.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. DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap Backer and Filler Block Dimensions Backer and Filler Block Dimensions BCI8JoIst BackerBlock Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 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 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 Od 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 Ya" GAP @ TOP sides by 6". ,DOUBLE JOIST CONNECTION N.T.S. CONT. #5 BAR STD. 900 HOOK r— BOND BEAM REINF. SEE PLAN STD. 900 CONT. #5 HOOK BAR ---, I #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 PLYWOOD FLOOR REQ'D SEE PLAN FOR SHEATHING PER PLAN COLUMN AND CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKINGrrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8'min. Small gap 21' min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist ocation V Series . Depth End Intermediate 8 9-1/21, 2-8d 2-6d BCI 5000s 11-7/8" 2-8d 3-8d 14" Clinch nails - 9-1/2" 2-8d 2-8d when BCI 6000$@_1_1_-7/8- -2-8d 3-8d possible BCI 6500se 14" 2-8d 5-8d 6" 2-8d 6-8d 7-7 11-7/8" 2-8d 3-8d BCI 60se 14�_'_ 5-8d Tight fit 16" 2-8d 6-8d 11-7/8" 3_16d 3-16d- 2x4/Plywood/OSB web stiffener 2" min. BC, 900 14" 5-16d 5 16d required when indicated or 4" max. 16" 6_16d 6-16d - Hangers with side nailing. - Hangers with sides not containing top flange of joist, AEB STIFFENER - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. MIN. EMBEDMENT SCHEDULE FOR :-: AND QUANTITY )F FASTENERS SIMPSON MGT w/ (22) 10d NAILS TYP. GIRDER TRUSS 7��, r- 2X TOP PLATE 5/8,10 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL '---A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. SQUASH BLOCKS AT INTERIOR BLOCKING PANEL, INTERIOR TYPICAL SIMPSON HETA20 TYPICAL SIMPSON MTS Boise Joist Blocking Vertical load transfer =1 900 pff max. along bearing wall BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls: - for vertical load transfer t, ,,,,—Plumbing HETAL20 INSTALLATION HTS INSTALLATION Vertical load transfer =1 900 pif max along load bearing wall. Load ring walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below over squash=20 blocks and Load bearing wall must stack over *Non -stacking walls blocking and wall or beam below.* require addi6onal wall or beam below.* Joist consideration. Check When joists meet over wall, provide I -Joist can be offset 13/4" minimum bearing for each. local building code for appropriate up to 3" to avoid PLUMBING LINE details in One 10d box vertical plumbing areas=20 of high or--20 sinker TOP (2) #5's x 4'-0"--A lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE k 'oc' Whe 1'3/4 PENETRATION at bearing. A/C CHASE 4" PVC_ JOISTS OFFSET SLEEVE THRU STEM 4' 4 N.T.S. WALL . . . 0 , . .4 r I dequate bearing Use 1 0dx3" nails at Vo.c. for all joist for each lapped joist. 'a L4 . A�J$T blocking panel *Non -stacking walls Squash block Od nails require additional consideration.. (2x4 minimum) SECTION @ INT. BRG. WALL FINQ4 GRADE Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam OD IF LOCATION OF SECOND H10A a. SIMPSON H10A (WHEN "1 1 R UIRED) wl (18) 10d x 11/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D le- (see table below) DO NOT cut, notch or drill flanges FILL CELL a r7�� A %" ROUND HOLE MAY --/ A 6"'r]�� BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 8 V-0" 1 -1 - 1 �-2 1!-2" 1!-3" l-3" 1 �-7" 1!-11" 2*-4" 297 T-2- 3�-7- V-0- 1!-l" V-2- V-2- 1!-3" V-9" 2-4- 2'-11' 3'-7" 4!-2" 4'-9" 5-4" Span (ft) 16 V-0" 11!-11" V-2" 1!-2" 1!-7" 2-5" 3!-2" 3!-10" 4�-9" 5!-7" 6'-4" 7!-2" 20 V-0" V-11" 1-2" 1!-2" 2'-0" 3%0" 4%0" 4!-10" 5!-11" W-11 11" 7%11" 81-111" 24 V-0" 1 �-1 " 1 1-2" l-3" 7-5" 13!-7" 1 4%9" 15!-10" 1 7-2" , 8-4" , 9'-6" 1 110�-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. %" 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. Backer block (12" wide min.) Nall with 10- 1 Od nails. "--)nstall tight to,top flange. Joist Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap -- Backer Block-,---' "Top Mount' I "Face Mount" Backer block shall be tight Backer block shall be fight 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 h,-! ht to requirements 0 * 6 X Joist 0 depth 7// i I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM-/ SEE PLAN FOR FOUNDATION INFO .4 4' STEM FOUNDATION GRADE F. (D V 0 W 4--J LU ro M U — 0 Lij E 01- Z:) V) p C ce) C-, 0,0 il: co 00 C) It Al I 0__'F'D7J �N' tl Tn. BID lo _x N 0 �zo LL_ C,4 Z U, 0 Cn r?, 4-0) CIO CP R. , ;0! C� To the best of the belief, the structural plans and specifications contained MIN,, these drawings comply with the 2017 Florida Building Code - Residential Sth Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) z 0 0 > c) p V) M Ln CL (1) v V, 2: 0 Ln < Cn CL 00 z z E M W LLJ F- _J 0 z 1�0 "'a r 4 0, H uz, C* OC) LU Z Z r44 F 8- 0 lcl� z W Lr) < 0 Lu U J fo 0 Z z U.J In _J LU UJ z T-q 2: < Cn < z (=) Z r-4 Z co U.J 0 06 :5 X: rn r-I .0_ U0 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. SN 1 191 Atill; PPPtAP TYP. FND. PENETRATIONS SCALE: N.T.S. ninr! %1r!r3-r1r%A1 'rL-Irjl I rK[r'% TOP (2) #51s x 4'_0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION I 7_ A ..4 L .1A A \A 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 141- 4 44. 4 4' .0 .4 .1 4 4 A SEE FND. PLN. SIZE & REINF. TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION