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LO 74- �2 E _< C�4 LO C14 <00 E 101-0111 TANK -LESS W/H CORNER OF HOME—/ H C G GARAGE SIDE 00 0 IV co 5l-011 6 _- '0 0 - C:) STUB -OUT FOR -Oft -1 C) 0, in GAS METER 0 5 C14 - - - - - - - - - - - - - - - - - A - - - - - - - - - - -- - - - - - - - - - - 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 T "ONLY APPLIES TO HILLSBOROUGH AND PASCO COLIN Y** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-91l (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 "X8 @ 24" O.C. 111-0.1 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 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 . . . . . . . . . . . . . . . . . . . . . . . . . .. + + . . . . . . . . . . 9- . . . . . . . . . . . . + + + + . . . zo . . . . . . . . . . . . . . + + 4 . . . . . . . . . . . . . . . . . . . . . . . . . � + + + + + 1-01, (TYP.) 6'-0" 6-0" + 4 + + + + + + + + + + + + + <_� + 4 + + + + + + ___t1+ + 15/32" CDX M + 4 < l -4- + + + + + + + PLYWOOD OR + + 1�1_ + 7/16" OSB + 4 + + . . . . + + + + -4- . . + + + + Z . . . . . . . . . + + 4[+�+,+ + + . . . . . . . . . . . L_+_ + + + -4-Fv_ + \—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: 1� 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 BCIOJoist Backer Block Series Thickness Filler Block Thickness 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 DOUBLE JOIST CONS (Not required if both IoE Filler 1/8" gap FILL CELL LLJ STD. 90' CONT. #5 HOOK BAR STD. 900 HOOK BOND BEAM SIMPSON MGT r w/ (22) 10d NAILS TYP. �GIRDERTRUSS CONT. #5 BAR 2X TOP PLATE 5181 THRU #5 CONT. BOLT FROM FOUNDATION TO HIGHEST __1 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 SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts fro STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min * Small 2" min. 2" max gap " . 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ght fit 2) Block solid between joists for full length of span. T! 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffen in. 4) Place joists together and nail from each side with 2 rows of 1 Old nails 4" Web Stiffener Fastener Schedule Joist Bearing ocation I Series Depth � End Intermediate BCI 1000sp 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d I @ BCI 6000s BC1 6500suR 9-1/2" -1-1-7/8' 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d d 6-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or max. 16" 6-16 OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with side nailing. - 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. hi her thnn 1rrnlh SQUASH BLOCKS AT INTERIOR BEARING Verfical load transfer 1900 plf max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls 0 over squash=20 blocks and require additional wall or beam below.* w k consideration. Chec,,4 local building _f code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or 0 Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---x DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing walls 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 below.* Joist Lv"" loc When joists meet over wall, provide n ffset I -Joist Tcanbe offset R 13/4" minimum bearing for each. �e . _J� up to 3" to avoid vertical plumbing L 3" max JOISTS OFFSET N.T.S. 1-� Provide adequate bearing Use 1 0dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails require additional consideration. SECTION INT. BRG. WALL — N.T.S. MINIMUM SPACING 2x GREATEST D DIMENSION OF LARGEST HOLE NOCK I (see table below) OUT EXEMPTS) D (see table below) ME t PIP -- BE CUT ANYWHERE IN 6 CANTILE LARGER THAN 1)/2" 1711, " THE WEB. PROVIDE AT ROUND IN 6- A %" ROUND HOLE MAY VER DO NOT CUT HOLES LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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 %" 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. A I.0 SIMPSC w/ (22) - NAILS I TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —ILI J=--_ I I l;-_ I I — Nail with 10- 1 Od nails. Install tight to top flange. SLEEVE THRU STEM >�>_� SEE PLAN FOR FOUNDATION INFO 4 I -M ,R 0 STEM FOUNDATION Nail with 10-10dnaits. Filler block. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block I "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 11/4%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 7 0 6 X Joist epth D d I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR 'LAIC CHASE �4-PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN SIMPSON H10A 0 wl (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H 1 OA (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC 0 R SCH40 SLEEVE TOP (2) #5's X 4'-0" @ PIP PENETRATION E I CENETERED E PLUMBING LIN L 4 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 AV. A . . 4 4 SEE FND. PLN. El SIZE& R INF. U') C) => V) CD 4--J LU (z C� U — 0 LU C�1_ D—L/) L/711 E 0 " m 0 C� IM r- LU F_ E a) C14 cm - M c (am T�om 0 .0 C14 .9 C:) [a, U_ co :5 Cf K 0 _� I- < 0 0- C�, 'r < (i A I 8 D. U LU C, 2, z 3 1_ .2 �� C? U) cc 4 11� t C-? UA LU 0 Z 0 W) A. U) E 0-� LL a < '1� Ar 7- fn ED] WA�;DSENTCOM.. CC-1 , C:� < C-4 c) C& 00, 1 f, � t t �� 'I To the best of the Engineers knowledge, inflormation a d belief, the structural plans and specifications conta ned withinthese drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beanng Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 0 Z9 z LU < U � 0� W 00 Z LU I < 5 22 C, z 2.� . 00 ...... S �2 of E; 0 8 V) Z6 C) z -0 (0 rr F 110 ZD 0 0 MI- z Lu U r*4 (-) ZD cr g, H F_ Cf) z p, �� < LD < Ln < W Z Z ('*4 r�j 20 U_ �-, E� LU Lr) < Lij z < LU E 8�zs � !,� 0z 110 :W 'I- Z <0 D V) 0 az co 0 ob z U LU 0 :� Q 1z UJ 0- Ul) SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION N 0' 42 SHEE7 NO. SN 1