6346 Back Forty Lp - Laserfiche WebLink

Browse Search

UJI LID LO 04 !;2 04 LO CN e iRl 122 E cD E o 9 F2 W 2 L =0 3 CN 16 0- LLJ CD < cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *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 51 -Ool CD STUB -OUT FOR LO GAS METER 0 0o -1 9 0 — — — — — — — — — — -- — — — — — — — AV — — — — — — MEASUREMENTS ARE FROM FINISHED FLOOR -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12"OFF-CENTER GAS CONNECTION DETAIL ' ry** COUN "ONLY APPLIES TO HILLSBOROUGH AND PASCO RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 71-51- (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10-41 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16--51' (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-31' (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-11' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-0t, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL 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 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 L 2x lumber I — Double 2 x — lumber - DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM Lu CONT. #5 STD. 900 F7 CONT. #5 BAR i HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfrJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min Small gap 2" min. 2" max ' " . max. /71 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/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails requ re w en n cate or 4" max. 16 6-1 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 WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* 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 (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" N Od) nails at 6" o.c. Q�r,� Provide adequate bearling for each lapped joist. Od nails SECTION @ INT. BRIG. WALL N.T.S. I-4V FINJILLQ MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch 3K Ild or drill flanges Web Stiffener Fastener Scheid�ulej Joist Bearinq ocation Series � Depth 1 End Intermediate,' BCI 5000sp 9-1/2% 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s BCI 6500 SO 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 60so 111-7/8" 2-8d 3-8d 1 14" 2-8d 1 5-8d 2-8d 6-8d BCI 90s8 111-7/8" 3-16 d 3-16d 14" 5-16d 5-16d " Rd 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plul when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or L beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset In up to 3" to avoid vertical plumbing e. 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A ROUND HOLE MAY 6-11 DO NOT CUT HOLES 6" 6 BE CUT ANYWHERE IN LARGER THAN 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 =-row no on Mium me sm em Em M MIN M am, HAD F_= EM IF,= MO 1.7221 ME F11" [00 two 9M Elm am MR 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. N.T.S. Joist hanger SIMPSC w/ (22) NAILS T 5/81 THRU BOLT SIMPSC w/ (22) - NAILS T RTRUSS 'OP PLATE ice TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 11-11 1:__1 11-111 Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM 4 SEE PLAN FOR 7" 7 FOUNDATION INFO 4 STEM FOUNDATION GRADE Filler block. Nail with 10-10d nails. Backer block required where top a X. mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer blockshall 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. 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 0 6 X Joist ID depth I —JOISTS BUCKETS N.T.S. REINIF SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS 10A x 1 1" UPLIFT 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE I I r— r%V' 1 r% A I 'V"l 1 M 1 1 11" L I r% MIM111' PVC OR SCH40 SLEEVE TOP (2) #5's x 4' _0" CENTERED @ PIPE PLUMBING LINE PENETRATION L A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE F/_ 4 . I IN4, [41- 4 1 617 .4 —'''I I Mi I =1 el A .4 SEE FND. PLN. SIZE & REINF. C%J C" CZ 4n Cc C= W -- Q: W C121 3: E C11"J. C14 C=) -.1, x, C, C�3 .. No F�_,--8750 o7 E E %. /, OF 0 F e <\ , n10 r % 'UNA� To the best of the Engineer's knowledge, information and belief, the structural plans and specificallons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W Ile- 4 8 Cq gt E Lo - 8 4 C, 0 (A I A 0 c 8 0 42-1 - -. R - U) U=31 Z -L u, cpN. ca, Lu 6 -! c _j u aZ LL -Y 0 0. -6 -0 r OR Lu I W c� 0 M a' I-- 0) :� IZZ z z CL W IL 1 oc, Ci w z �0 co 0 a N < 0 W z W V c� W < zt, CD .9 - u- 4--J rz c-/:) uj —Lu 0 Lo V) C__ ::, JAM A E 8 as 63 < o m cl,3 2, z z < ILI_ E x o zo < N 0 E z ru lo < lo wo 3 z ro o' z z z 1. W 8 CIO 82 5 zo z o z, UJ o m c�> lo c) > C) E C.9 L_ co D 04 CL 0 LO 0 M 0 LO 4-a 0 U_ IV LO CV) C) (N .0 co M 0) LID .0 CD 04 LO < qq1 cv) 00 T_ E (0 M 0 z M z E CN u) - a E 0 3 V < JOB NO 23-02469 SCALE AS NOTED SHEET NO. SN 1