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CD C14 I T3 M 0 C14 E L 101 -010 TANK -LESS W/H CORNER OF HOME--//7 H C G 000 'q GARAGE SIDE 51-01' 4 11 , 9 STUB -OUT FOR r _1 Lr) GAS METER 0 0 - - - - - - - - - - - - _N% - - - - - - - - - - - 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 H TY** ILLSBOROUGH AND PASCO COUN' RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4' @ 16" O.C. T-51' (2) 16d TOENAILS 2- X 6- @ 16- O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16 li O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2' X 12- @ 16- O.C. 191-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24- O.C. 61-1-1 (2) 16d TOENAILS 2" X 6' @ 24" O.C. 8'.61- (2) 16d TOENAILS 2- X 8' @ 24" O.C. lit -Oil (2)16dTOENAILS 2" X 10' @ 24- O.C. 131-011 (3)16dTOENAILS 2"X 12" @ 24- O.C. 164" (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 RIDGE LINE N 01i . . . . . . . . . . . . . . . . . . . . . . . . . ... . . + . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . &D .. . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + "(TYP.) 6-4- 6-4- +/ + + . . + + + . . + + + + + + + + UJ + + + + + 15/32"CDX i + + . . + . . + + PLYWOOD OR + + . . . . .. + 7/16"OSI3 + 4 . . . . . . . . . . . . . . . . . . . . . + + + + + + + + . . z . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + + � � � .11 + + + + +K+ + + + + + I 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. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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 GURNAILS MAYBE 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 BCIOJoist Backer Block Series Thickness Filler Block Thickness 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 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90* HOOK BOND BEAM _\ F F 0 CONT. #5 STD. 90 CONT. #5 HOOK BAR BAR F 7�,_ #5 CONT. FOUNDATION FROM TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMNAND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW Abl,,k FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR S,Ild 11 oot, from Solid block all posts from STUDS above to bearing below. SECTION INT. BR G. WALL N.T.S. 1/8" min 2" min. ' Small 2" gap " x. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min. 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 required when indicated or 4" ma . - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8"GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack L, "Non -stacking walls 0, over squash=20 blocks and require additional consideration. Check wall or beam below.* w local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2xit minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking tl-qp 'All 11nd'i nallqm 911 n r Provide adequate bearing for each lapped joist 10d nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists 4z 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 1314" minimum bearing for each. I -Joist can be offset E Web Stiffener Fastener Schedule Joist Bearing Location Series [ Depth I End Intermediate BCI 5000se 9-1/21, 1-7/8- 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 60GOs BCI 6500se- 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s@ 11-7/8" 2-8d 3-8d 14- 2-8d 5-8d 16" 2-8d 6-8d BCI 9 0 Os 11-7/811 3-16d 3-16d 14" 5-16d 5-16d 1'6+ �'6� 16 d 6-16d Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. Or tU I AN T VVMrKr 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 LARGER THAN 1)/2" DO NOT CUT HOLES ROUND IN CANTILEVERS. 8 V-0" V-11" V-2" V-2" V-3" V-3" V-7" V-11 1' 2-4" 2l-9" 3!-2" 3!-7" Any 16" joist 12 V-0" lim-11" li-2" V-2" V-3" V-9" 2-4" 2!-111" 3i-7" 4�-2" 4`-9" 5'4" Span (ft) 16 V-0" V-11" V-2" V-2" V-7" 2-5" 3!-2" 3!-I(r 4-9" 5�4" 64" 7!-2" 20 V-0" V-11" li-2" V-2" 2'-0" 3`-0" 4*-0" 4�40" 5'-11" W-11 11" 7i-I 1" 8!-111" 24 V-0" V-11" llm-2" V-3" 2'-5" 3!-7" 4!-9" V-110" 7!-2" 8'-4" 9-6" 10'-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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger SIMPS( w/ (22) NAILS I 5/8"9 THRU BOLT SIMPS( w/ (22) NAILS I RTRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR Install §tight to top 1, FOUNDATION INFO 4' STEM FOUNDATION GRADE Filler block. R INF. SEE PLAN 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" "Face Mounr 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 height requirements 0.6 X Joist D depth .01. 00 00 I -JOISTS BUCKETS N.T.S. A A -rA VIN. EMBEDMENT SCHEDULEFOR AND QUANTITY WFASTENERS SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A w/ (18) 10d x 11/2" REQUIRED) NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 10151 10A X1 1/2' TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-U' N // CENETERED @ PIPE PENETRATION 41 A A. 4 . A FINISH GRADE (2) #5 REBAR A/C CHASE 4"PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN, 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5' 41 0" CENETERED @ IPE PLUMBING LINE PENET I N IF A A/ ;2! A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 . A-0 -9 .4 .I A SEE FND. PLN. SIZE & REINF. 0 01 < ki V) 0 C-0 LU 0 LU V) ZD 12 31 s C, 0 21 8 co I - < .1W X 0 AN 40 2� z U) Fm UA 10 LLI z U0 , V%fP - -J 01 < 0 zi J�OFES kl\x\4 To the best of the Engineer's knowledge, informallon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bullcling Code - Residential 6th Edition. Engineer's signature and sW Is only for the structurall engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z 1 0 do ZW U) V -.1 LL1 0 U. 0 _J 1z z :01 -a M < I= 3: 2: 2: 0 =5 ju, U r'-4 5 9V 0 ro R 196 Cn d i < rq 00 uJ � � 6! z Z LU V_ Irlill Ln 6i 9 Lli < z Ln Cn Z tu Cal 0 rij lc� z :5 U.1 Lu 2: rn 0. V) 25 SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION No' 4m2 SHEET NO. SN 1 E 6