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CORNER OF HOME IT GARAGE SIDE �I a� •v :4 x G ao 00 N I w 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q c� STUB -OUT FOR 1'-0" 2 ° LO GAS METER O o o i:V = • 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. 13'4" (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. 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. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). *' SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RlrK;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + } + + + + + + 1 + + + + 1 t. + + _0" (TYP.) 6'-0" + U-0" + + + + + + + + + + + + + + +[+ ++ } + + + + + + ++ + + + + + + + + o + + + + + + +++}+ + ,. +++++ + c>' — 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (1.1103 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: * 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 2 x _ + 5/8" or 3/4" wood panel 90 2.0 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 10d 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. 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d t w _ NAILS TYP. `GIRDER TRUSS > STD.90° CONT. #5 B ORNT. #5 I HOOK I� BAR 2X TOP PLATE #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,_—PLYWOOD F LOOR COLUMN AND 1 SHEATHING PER PLAN CONNECTION f I`r T 11_ TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4 max. Web Stiffener Fastener Schedule �arm Location - V SeriJoist Bees I Depth ,End Intermediate BCI 5000s®� 1117/8_ _ 2-8d 2 8d - -- 9-1/2 2-8d 3 8d 4 2 8d 5--8d Clinch nails 1 ®9-1/2" 2-8d I 2-8d when -- BC16000s 11-7/8" 2-8d 3-8d possible \ 1 BCI6500sO 14" 2-8d 5-8d 16" 2-8d 6-8d 17Z\ - - 11-7/8" 2-8d -- 3-8d I _ \ BCI 60s® 14" 2-8d I 5-8d-- - Tight fit 16" 2-8d I 6 8d j 11-7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® , _14 -5-16d 5-16d required when indicated or 4" max. 16" i 6-16d 6-16d - 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. THRU BOLT I.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN °° w/ (18) 10d x 1 1/2" = REQUIRED) NAILS = UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf 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 H ETAL20 INSTALLATION / HTS INSTALLATION Load bearing walls when load bearing -for lateral support when joists 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 * over squash=20 blocks and Load bearing wall must stack over Non stacking walls ` blocking and wall or beam below.* require additional wall or beam below.* [ t Joist consideration. Check local building i -When joists meet over wall, provide code forappropriate �1/16" I 1 3/4" minimum bearing for each. I Joist can be offset - up to 3" to avoid PLUMBING LINE details in One 10d box j f vertical plumbing areas=20 of high or=20 sinker i TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENETERED PIPE @ PVC OR SCH40 SLEEVE at bearing. \ A/C CHASE 4" PVC PENETRATION JOISTS OFFSET } ' SLEEVE THRU STEM I N.T.S. WALL d a a' A -. . fI i Provide adequate bearing _ — A • _ �_ _ Use 10dx3" nails at 6"o.c. for all joist 1T „� A: A , a 4 for each lapped joist. .. _ — A blocking panel *Non -stacking walls — Squash block 10d nails SECTION INT. BRG. WALL require additional consideration.-- _—� °O • • .I! IsT (2x4 minimum) @ Ti7 7T� FINI GRADE N.T.S. III IJ Bearing wall, Versa -Lam LVL or ffil M �i77r� Glulam Beam ®,�lll-�.11' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges III •��.�� • ■ � ....:� , • rl 6" A %" ROUND HOLE MAY 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 1Yz" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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. 1Y" 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 1Y" 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 10-10d nails. Install tight to top flange. Joist hanger Filler block. \ Nail with 10-10d 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" "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. Web 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 A depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM—/ SEE PLAN FOR-----'•. a . • FOUNDATION INFO ' A' STEM FOUNDATION GRADE • a r— REINF. SEE PLAN L'A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. Hint /rnTI^ A 1 TI Ir11 I r►Ir% PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE//_ I PENETRATION PLUMBING LINE a A _ - a'A : A Z •'a • . CO 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 a' A —� G — AO A as G A A a n c I- 'T-a- a - a SEE FND. PLN. SIZE & REINF. Ch � _zo 2 z Z V, I �✓ U7 a--+ w (D .0 w 0� �v) U mo C14 1..1..1 o�'��f N �:'. � N N Ins i� ti .r ej o _ co �^ Q im Cn o �i Q O 0 D.®=� cO oo Z Lu U) c W — � c a WV¢a. Ii4,,�tt161Yl� o „.. ��11 'ny H - `�•`WWR'�SEN COM 00 •� L0 i34j �. • 0 4 • C•�� `N '�� F 1. 0 .'h4rU4�� 1 "l )iiiPlltt•,' To the best of the Engineers knowledge, info oration and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �O uo za gQ o Lu o�2 Q OI'�WuLLo g L- LLLJ IIY F-- z �3 � "C3 TI � z W UU o� IL 00 f U) Z J ,1 Ln UJ a ?--I W z Z W O 00 16 tb O Ln 00 ZZ � w o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. SN 1