6535 Bar S Bar Trl - Laserfiche WebLink

Browse Search

LO LO Lp !3 (9 1 I-- S, 12 51- 91 CD THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"A" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"A" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0i" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 U) 51-011 V 6 0 STUB -OUT FOR 'I a -1 V-0i" L -4 U-) Ir 0 GAS METER 0 9 0 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. 70-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10.-804 (2) 16d TOENAILS 2"X 811 @ 16" O.C. 131-91- (3) 16d TOENAILS 2- X 10- @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12- @ 16" O.C. 19-41 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81.6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. ill -Oil (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 *TOE NAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels I 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 2x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel I 902.0 2 x — lumber Double 2 x — lumber I I DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 118" 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 1 Od 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 Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION 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 0, over squash=20 blocks and require additional consideration. Check wall or beam beloi w local building Eir—n k1/16" 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 Glulam Beam Boise Joist Blocking Use 3"(10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (se, D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL-� STD. 90- HOOK BOND BEAM F LU 00 STD. 9 CONT. #5 HOOK BAR BOND BEAM STEP SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATIOh TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND > 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 from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" min. 2" max.* )Small gap 4" max. I Web Stiffener Fastener Schedule I I - L �__ . Joist ring ocation Series Depth End Intermediate ol 9-1/2" 2-8d 2-8d 7 BCI 5000s�`_i 1-7/8" 2-8d 3-8d 14" 2-8d 5--8d / / / -_ - -_ - - Clinch nails 9-1/2" 2780L 2-8d when BCI 6000se 11 -7/8" 2-8d 3-8d possible / BCI 6500se -14" 2-8d 5-8d V 16' md 6-8d - 11 T8" 2-8d 3-8d BCI 60se 1,_v___2-8d 5-8d Tight fit -------- 16" 2-8d 6-8d 11-7L8-" 3-16d, 3-16d 2x4/Plywood/OSB web stiffener 2" min. BC, 90P 14" 57.1W 1 5-16d required when indicated or 4" max. 16.. L 157115d�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. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required an 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 beloi FFWhen joists meet over wall, provide 1 3/4"minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. rl 6"' A ROUND HOLE MAY 67� 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 %2" NOTES: -DO NOT CUT HOLES LARGER THAN 1Yj' 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. lY2"ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 2" KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 11Y 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. SIMPS( w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) - NAILS 1 RTRUSS 'OP PLATE ice TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION 11111L 1� Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. jnstall tight to, top flange. Joist hanger Filler block. Nail with 10-10dnails. 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 1/4'1 gap at top of bottom 1/4'1 gap at bottom of top flange. flange. Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet eb stiffner as height fe dc /h r requirements 0 6 X Joist F de'pth D � i, - " / . � / ., V I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEl'i .A SEE PLAN FOR 0 FOUNDATION INFO .!1 4* STEM FOUNDATION GRADE '---A/C CHASE 4"PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10AI 1 - REQUIRED) w/ (18) 1 Od x 1 1/2" gJ NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'1 CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION A 4/ PVC OR SCH40 SLEEVE PLUMBING LINE \4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERE PENETRATION PLUMBING LINE F[__ :D @ PIPE TYP. FND. PENETRATIONS 4 4q. __4 7 A 4'.0 ti SCALE: N.T.S. �4 4 A SEE Fli PLN. SIZE & REINF. ---- IV4 C%A " C-A CS %7..;i 5E TO., ,z; cc C= 40 kJ go Co- rz V.0 0 t lie' Nil, E "CN C4;. 4" D , To the best of the Engineer's knowledge, Information and belief, One structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Enginear's signature and seal is only for the structural engineering portions of the drawing pages bearing Englneer`3 signature and seal. W A g IN - 8 0 1 �; I I N (10 0 to .- r- �9 6 N 0 s 7! LL u- W Q. 13 13 z M i z E I 0 W W Z Ci PI z < r N _J IL IL < �0 z 0 co W 0 0 V 2 < 2! Q) 0 4—J C-4. in U 0 Ln Ln M UJ seed IT z U_ 1 2 E E 0 0 6 C1 E 0 115 Cr 0 zmg = z C: T 0, z W c=` WR sr2 0% IX LO LO M CU :3 C") Cle) Cr C) U) C%4 M 4-1 L0 IV- 4-1 04 0 04 0) 0 -0 C14 0) .0 ce) L0 < LO 6 z z E E 0 01 0 _J JOB —0 NO 22 6464 SCALE AS NOTED SHEET NO. SN 1