36698 Garden Wall Way - Laserfiche WebLink

Browse Search

_ I I , I III! 111 __.1!'_7" SIIl I III I'I I III 1 II1L.7_L:1...__ v, 3 J m M M r� v cY B rn 0 J 0 I N m T LO LO 0 J 4 0 I i LO LO v cn C> v+ c N N C d F�— v E v c c J 0 v U 9 N a LO 0 a a 8 N ZZ v 0 0 v cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH /- WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) MAX Ire I I, 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6' O.C. VERT BETWEEN STUDS (NOTED THUS:—) -OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN 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** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 6-0" a - 0 STUB -OUT FOR 1'-O" 0 9 0 GAS METER O o `n -1 U 0 CV = • It 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. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'.8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (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" X 8" @ 24" O.C. 11'4" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING FILL CELLS STD. 90° HOOK r— BOND BEAM w j STD. 90° CONT. #5 CONT. #5 - - - BAR BHOOK AR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN �CONT. BASE PLATE SEE PLAN FOR REQ'D,/—PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI r —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 CONSTNO Backer and Filler Block Dimensions (Not required if both load N.T.S. BCI®Joist Backer Block Filler Block Thickness Filler bl 1/8" min.Thickness ) Small gap 2"min. Series 1/8" a max.9pP 4" max.Web Stiffener Fastener Schedule 3/4" or 7/8" Joist Bearin Location 5000s 1.8/1.7 wood anels Two 3/4" wood panels or 2 x Series Depth EndIntermediate 1-1/8" or two 1/2" -- BCI 5000s® 11 8" 2-8d 3-8d 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel � � 14" 2-8d 5-8d Clinch nails � 9-1/2" 2-8d 2-8d or two 112" when � � R 'BCI 6000s0 11-7/8" ' 2-8d 3-8d 6500s 1.8/1.7 wood" panels 2 x _ + 5/8" or 3/4" wood panel possible BCI 6500s®. 14 2-8d _ _ 5-8d_ 2-8d 6-8d 1-1/8" or two 1/2" 1) Support back of web during nailing to prevent damage to _ _ -7 i 11-7/8" 2-8d 3-8d 602.0 2 x + 5/8" or 3/4" wood panel web -flange connection. g - BCI 60s ® 5-8d wood panels T 2) Blocksolidba�betweeneen joists span. Tight fit � 6-8d 902.0 2 x _lumber Double 2 x _lumberyw tofor /8" of filler blocking n b fl 3) gap pad bottom of top flange. 2x4/PI ood/OSB web stiffener — 1117/ " 2" min. BCI 90s®' 14" 3- 6d 5-16d 3-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16" 'i 6-16d 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 %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 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 1/16 Zor--20 details in One 1 Old box areas=20 of high sinker lateral load. I! nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --- DO NOT cut, notch or drill flanges 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 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 wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration. — I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) A %" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT I A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" P uhid Hcie r N 34 5 6 7, . 9 8.$75 fib; ii , 121.` '� f Ree taro" Hale $tde 2 Any 16" joist Span (ft) 8 1'1 111 1'-2" V-2" T-3" 1'-3" 1'-T' V-11 " 21 2-9" 32" 3-7' 12 V-0" V-1" 1'-2" V-2" V-3" V-9' 24' 2-11" 3-7' 4'-2" 4'-9' 6 4" 16 1'-U" 1'-1" V-2" V-2" V-7- 2-9- 3-2" 3-10" 4'" 5'-7' 6'�1" T 2.. 20 V-9' V-1" 1'-2" V-2" 2- 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2' 1 V-3" 2-5" 3-7' 4'-9 5'-10" T-2" 8,-4„ 9,1 10,-9" 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 1Y2' 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. SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS 'OP 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 META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) —III—III-1 I I`I I I— —I I I Nail with 10-1Old nails. Install tight to top flange. fill SLEEVE THRU STEM _ .I - r( SEE PLAN FOR •• • Joist hanger FOUNDATION INFO a' .a STEM FOUNDATION j, GRADE Feller block. REINF. SEE PLAN Nall with 10-10d nails. ° Backer block required where top X 4 A mount hanger load exceeds 250 lbs. Install tight to top flange. I —III —III I- -rrl-1 ° I=II=11 i 1= 111= IIII;,III; I' ~� 1/4"-2" gap III _ ✓ �^` --ell—I • c ° _ - '- Backer Block I A/C CHASE 4" PVC (2) #5 REBAR "Top Mount" Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION 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 TYP. FND. PENETRATIONS I -- requirements SCALE: N.T.S. 0.6 X Joist depth ,i I -JOISTS BUCKETS N.T.S. SIMPSON META12/ META12TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A .�; (WHEN SIMPSON H10A ° REQUIRED) w/ (18) 10d x 1 1/2" __= NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 �rl i-1 i I__ • PLUMBING LINE PVC OR SCH40 SLEEVE or 4 I—�r7� ITT-7_I � hI I -I • .IIIIIIII II1 -- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 4 ° a PVC OR SCH40 SLEEVE r—PLUMBING LINE in 9 ° • a • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. d �- TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a ° 4 4 a �I-I�1�--j_� I: _�—�I��III I�III— _III_I a SEE FND. PLN. SIZE & REINF. era N 0 W CV x fJi � N L N C7 (p E _ ' N C u E M n J t A 41.11 Y C_? �A ';fOf,�=rrllf'►t1i�� '� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's slgnature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � CC po �j E N N 0 J �, M M 0 a s LL a Y �n z Z 1134 �rn 0 o 0 rmg oo -Fa 0 W W C�u, M Z3 c J m � J o w M Z 0 aIL Z N o0 o00 W N M v Cz -1 U 1 C n � 0 �N r r6 C) c 11.1 J cD M M J C OU ✓ ry �o a `ate ro I- ro O_ = ❑a <J g(a �, a 014 Z aw :) � z�� m v - 8 S aj ¢ U W p m U G EY J o � mu n •� T Z > J ^ ' L J 0 m co O co 1� 0 J Cr Yco r CN M m /' L / r � Q � M I o cV 0 M a) N LO M Q co M -r— CD to o Z Z E T E ii y :3 c a U Q p � JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. SN 1