39531 Dawson Chase Dr - Laserfiche WebLink

Browse Search

1 11 1 1 L 11 1 - I — I I I , I lumm! I it I I - i i I I I -_ i I np, CORNER OF HOME GARAGE SIDE CD LO C) C', CD E di: 04 1 01-Off TANK -LESS W/H H C G 000 51-011 P C) STUB -OUT FOR 1 I -Oft C, -1 CD LO t_�01 1 0 GAS METER 0 -1 0 04 11 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. T-Y (2) 16d TOENAILS 2" X 6" @ 16- O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (3) 16d TOENAILS 2" X 10" @ 16" 0. 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. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13-4- (3) 16d TOENAILS 2" X 12" @ 24" O.C. 115-41' (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 \ I U-1 + 4 + + + + + + + z + + + + + + + + + + + + + + + + 9 + . . . . . . . . . . . . . . . . . . . . . . . . ... . . + + + + + + + 6-0" -01. (TYP.) 6-4- + + 4- + + + + + 4 . . . . + + + + + + 0. (T + + + + + + Lu + + 7— 15/32" CDX _J + + M 4- + + PLYWOOD OR + + I I I I I I I- + 7/16" OSB + + + + + + + 4- + + . . . . + + + + + + + + + + + + + . . . . . . . + 4 .. . . . . + . . . . + + + . . . . . . . . . . . . + L \+ _�_ + + +1 . . . + + . . . . . . . + \-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 rFOR 8d RINGSHANKNAILS 0.113x2x3/8" RING SHANKCOILGUN NAILS MAYBE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. RAMING MEMBER. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER F 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" 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 2 x — lumber Double 2 x — lumber 1 FILL CELL STD. 900 HOOK F BOND BEAM U.1 00 CONT. #5 < STD. 9 CONT. #5 > BAR BAR HOOK F_7 7- #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 "I _�,/ —CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND ��! TJI TO BE CUT TO ALLOW CONNECTIO __��,�FOIR BLOCKING/TJI ----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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. I Small gap 2- min. Filler blocking 1/8" gap 2" max. 4" max. Joist- Bearing Location ;io Series - be-p—th 1 End Intermediate @L: 9-1/2, 24d-- 2--8d 'i 1�;/ __T BCI 5000S 11-7t8l`_1112-8d�:_ 3-8d 1 Clinch nails 14'�__ 2-8d1__ 5-9d_ when 9-1/2" 2-8d BCI 60C 10s@' 2-8d 3-8d possible Al / -70] _-_8d 1 BCI 6500S R 14" 1 2-8d 5-8d 1) Support back of web during nailing to prevent damage to web -flange connection. 16" 2-8d 11-7/8" -2-88- 6-8d 3-8d 638-d BCI 60s8 14" 2-8d 74___ 2) Block solid between joists for full length of span. Tight fit � 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d� 3- - 16d 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. BC190s 1 6.d 4" i 5-16d required when indicated or max. 16" 16-16d: 6-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - 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. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--21 sinker lateral load. nail each side at bearing. Squash block __J (2x4 minimum) IL or Bearing wall, Versa -Lam L\ Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---- % DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls for vertical load transfer Plumbing 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 When joists meet over wal I, provide = LJ CWhe 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET Provide ad�equate bearing for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails quire additional consideration. SECTION @ INT. BRG. WALL re N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) mm t 1. 2S.44 6" 1 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN ?I A %" ROUND HOLE MAY DO NOT CUT HOLES 6" THE WEB. PROVIDE AT "ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2 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. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 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. N.T.S. Joist hanger SIMPSC w/ (22) NAILS I THRU BOLT SIMPSC w/ (22) - NAILS I RTRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS 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. '- Install tight to , top flange. SLEEVE THRU STEM SEE PLAN FOR 4 EM 4 E RU 0 R 0 T7 7 EE PLAN F 0 1 FOUNDATION INFO 4' STEM FOUNDATION ler block. Nail with \ ' Fil 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-Z' gap AI -7 � Backe, 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 to' required if hanger flange is laterally supported by joist hanger. doesn't meet height 'e' dc r/h 0 requirements 0 A 0.6 X Joist _F// depth I -JOISTS BUCKETS N.T.S. DE R GRA EINF. SEE PLAN A A A. - rA (2) #5 REBAR 7A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A 0 REQUIRED) w/ (118) 1 Od x 1 1/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 110A X1 1 /2' 01 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5' 4' 0" CENETERED S@XPI�E PENETRATION� I WE PLUMBING LINE PVC OR SCH40 SLEEVE 1< 0 A. 4 W .4 —= — M -i:�: SEE FIND. PLIN. SIZE& RELN 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" P PENETRATION—\ CENETERED @ PI E PVC OR SCH40 SLEEVE PLUMBING LINE A ..4 ./e, q A z A SEE FIND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 4 1-41. A - Av 'd 4. A SEE FIND. PLIN. SIZE & REINF. (D C', C;1 < M Ln 0 W +__J U 0 LU V) Of V) =3 I'T E I. - I E % �A 8 Cl) 0) 04 C) U_ 00 r� 00 5 2 i::- (0 CL C�, A I wa. 1 8 0 C '0 zi; to oc LU 2 L, U) -5 LU LU 10 z 401 14% 'E - &L z e � � )0 / I/ 4WFDsfNGcd$M. P P To the best of the Engineers knowledge, information and belief. the structural plans and specifications contained within these the 2017 Florida Building Code - esidenfial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LIE N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com !3 06 UJ z< z 0. < 2: z � a. LU W_ 0 0 U., Co U) R LU Z2 zz > 0 z 5- 0 W < U 0) 0 =5 H 80z 0 - le r ij) - 0 0 Cr d 0 -f 117114 r', U) r 2 < 21 t, g� < < < I': z z LU Ln 25 2 �3 20: i < 08_� LU LL1 z VU In rn z < z i� z Cz < Z� "T 1,0 Z <Z 8 � 00 00 0 06 Z :5 LLJ �m < F; r7l , T__1l I a - SCALE AS NOTED DATE 10/2/2018 TECH: MJAIVIES VERSION N 0' 4mO SHEET NO. SN 1