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ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE LU — 15/32" CDX _J M PLYWOOD OR < 7/16" OSB \-RIDGE LINE 140 MPH (U103 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 I —FOR 8d RING SHANK NAILS 0.1 13X 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 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. . . . . . . . . . . . .. \ . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . . . . ... . . . . . . . . . . . . . . + + F . . . + + + + + + + + + . . . + + + + . . . + + * + + + + + + 1-011 (TY '4' (TYP.) 6'-0" +/ 6'4- + + —7 + 4 + + + + * + + + + + + + + + + + + + 4 + . . + . . + + + + + + + + . . . . . . + + + + + + + + +7++++++++ + 9 . . . . . . . . . . . . +_ + + 4 . . . . + + . . . . . . . . . . . . . + + 4- � + +++K\\++++++ . . . 4- 4- r + I Backer and Filler Block Dimensions BCAJoist 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 1-118" 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 FILL CELL STD. 90* HOOK BOND BEAM F _T U) LU < STD. 90' CONT. #5 CONT. #5 > BAR BAR HOOK "LL "LL L STD6 90. H. K #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 FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION "I TJ I TO BE CUT TO ALLOW Ablock FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid all posts from Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8"min. 2" min, Small 2" max gap " . 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 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. 2x4/PIywood1OSB web stiffener 2" min. 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" max. 16 6- - 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. AEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher thm 15001h SQUASH BLOCKS AT INTERIOR BEARING Z > Verfical load transfer =1 900 pif max along load bearing wall. a) Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration, Check _f local building k1/16" code for appropriate ;2; details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 1 01-01f at bearing. 00 7-1 TANK -LESS W/H CORNER OF HOME 9 GARAGE SIDE ze a (D :i� 00 LO !,;Z, [ 00 E 0 L H C G 000 U) 51-011 STUB -OUT FOR 9 LO GAS METER 0 - 0 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. T-61 (2) 16d TOENAILS 2" X 6" @ 16- O.C. 101 -811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9-1 (3) 16d TOENAILS 2- X 10" @ 16" O.C. 16-5-1 (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. 61-111 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8v-611 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2 X 12" @ 24" O.C. 15-411 (1) SIMPSON HTS20 OR (3)16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q�� Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRIG. WALL vw� MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D ld (see table below) DO NOT cut, notch I or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls for vertical load transfer 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 bel(yw.* Use 1 Odx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. SEE A ROUND HOLE MAY 2 DO NOT CUT HOLES I i 6' 6' BE CUT ANYWHERE IN LARGER THAN CANTILEVER THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES EATER THAN MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GR 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 CENTERILINE 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 %" 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. Web Stiffener Fastener Schedule Joist Bearing Location — Series Depth End Intermediate BCI 50OOsP 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCl 6000so BCI 6500SO 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 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 900 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d " 16d 6-16d SIMPSC w/ (22) NAILS I 5/81 THRU BOLT SIMPSC w/ (22) - NAILS I RTRUSS DIP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL - TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When Joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset E up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jo A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) - = I= Nail with 10- 1 Od nails. ristall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR-,-' 4 FOUNDATION INFO STEM FOUNDATION 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—zzz-_� 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. 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 - 7. /-0.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HETAL INSTALLATION MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A 0 (WHEN SIMPSON H10A 0 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS 10A X 1 1 /2' UPLIFT= 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1r-M-r-1r% A 1 -1-1 fr%1 1 r-k lr% TOP (2) #5's X 41-011- PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION I 1: L A .4 A 'A A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x T-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A . A-4 4 A .1 A . SEE FND. PLN. SIZE & REINF. (D !9 Z7 cn — C) (0 11L M U) C:V) (D (1) C-41 a) Lu 0 LU (,n 0:� V) E� E ill § ru U 9 6 co LU E 8 all a, �! 'm c3 C M Cn .0 c) .1 0) 04 �2 c:> 0 ,2, 1 - .1 U_ 00 :5 - co 0 M -1d F:1 < 0 U5 CL C:) 0 < AI 8D. N C B D C 0 0 U) N, U) U C? UA LU �'ZD E a z 0 —. . C� 40 &An CP - 0 U. i 1%.1 11 p N ....6 `Z` " E T 120 --J kJ 1:t, .1 < % 0 FES5X0 -N Z To the best of the Engineers knowledge, information 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 0 z g LU < U480 z Lu U < 5H a z U Lu C-4 5 �i @ U) LLJ 1- uJ 0 �p CL F 8. 2: 0 z 2: <_0 2: 0 z < LU U C) Zo �e — 0 OR 0< C/) z < < C-) z z U_ U-1 Lr) di 5' Lij 2: < 19U < z UO l� �� U � r- < OR C14 00 < z < T__I z C) Ln n z 10 co 0 Lr) 06 Z :5 UJ < UJ T__I 0- - I Ln _rn SCALE AS NOTED DATE 3/15/2018 TECH: MIAMES VERSION NO 4nO SHEET NO. SN 1 I I