36461 Well Hill Way - Laserfiche WebLink

Browse Search

THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II I . h. :1 :1:::::.::..: _ L. L....... .. I Imo....:- . _'� ; rl.l........... si j.[l.... . „ I a: :.............L 1.... 16GAx1-1\2 LONG (3/4 -1 CROWN) I I. g�. ILI.. ... ...)..:: STAPLES @ 6" O.C. VERT BETWEEN L .L MAX...-.....1.I .........L ........... _ l.a.... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET I I I I I I 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 5'-0" Q - c� STUB -OUT FOR 1 �_�� o � 0 0 GAS METER O o `n U O O N = • 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-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'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (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 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel 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 2 x _ + 5/8" or 3/4" wood panel panels 90 2.0 2x _ lumber 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 7� co LU Q STD. 90° CONT. #5 CONT. #5 BAR > HOOK BAR BOND BEAM STEP SCALE: N.T.S. SIMPSC w/ (22) NAILS T 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR 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 from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. 4 Clinch nails when possible 1 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher 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 details in One 10d box areas=20 of high or=20 sinker lateral load. ` T nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC] 6000s5 BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer _0_w� Plumbing Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J 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 w N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) No M. ..... ° Art 6" A 1 2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/" 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' c Any 16")txst Span P2Q 8 11-a" •V-11" aril #'51.e 11 ' P—3' E,-3' 1,'--r'M1 —1 6n .2-4- 2-9' 3-2' 3-7- 12 4'-U' 'i"" 11 Z. T-2" V-3' . -9' 2-4' 2-11" 3-7" 4 ` 4-9' 6-4" 16 1'-0" 1 1" 1' 2" 1 Z' 1' i" 2'-6' 3'-2 3'-10" 4 " 6-1 fi-4 7 � Ta. 4-0 1! " T 1, Z' 2-U' 3'-0" 4' 4- 10"^ 6' 1 T' �6' " 6-11'° 8'-111' 24 1-{) 1--t 1-2' 1 7- 3 4- 6-10 7-2 11 9--A" 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. 1Y" 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 1Y" 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. Joist hanger SIMPSC w/ (22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 14' 41 00 FINI,5H GRADE Backer block (12" wide min.) Nail with 10- 10d nails. - Install tight to top flange. SLEEVE THRU STEM a �. e. SEE PLAN FOR • 4 a • FOUNDATION INFO d' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. 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"-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 o `depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN a .. n N as �IIII ►j1—�� II 1I • v n.� A/C CHASE 4" PVC (2) #5 REBAR 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 SIMPSON H10A ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" v CENTERED @PIPE10 PVC OR SCH40 SLEEVE PENETRATION a _4 d ° a i=1II III-1 a 1: 11—III-1I1=111 -III 11 II I d-1 I-111 I I - 12" BELOW GRADE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"_\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r PLUMBING LINE d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE nQ as G Jn q o SEE FND. PLN. SIZE & REINF. 01 Cn N a N � 0 7 W a'm w N w aim+ -a N m ® L- Vl Q .r+ N Q Ol C to e d�_Q � oa d G tX •� h CcE Cc ,a ?RO . Y/v�'��` { y0 .,Haeq L Oh.�, ®reel//111 pn i t t �h'►i�� 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a0 �E Scq 0 M N 0,1 N cq 0 O # ��M0u0.aLLu: 0 CW �Z _�"1 oL80jF, 0 N (O m WQ W in�a'C5Z lhZ 0 co Z W o g N z o � V) z � � o — O W oJim U E i1 0 c Cn Y m �® CID M J � 4 OD W Z Q g EE ca �o oo<-M wz >m ❑a N — C1 ¢. �o w¢ `;g E i z o< X z zE. co 11, L a in (d ca <z OoQw mo o, ma J oU �� � w Qo U Cn T � �" o a �w m a o QQ ;o V °d zla o� 3 `` a) L > J 0 '� ai T ro (D N L co Locu r Q (n 2 co N _ �i 0 CM M N LO M M CV) M o z E �i LOZ c r a Er ci _J ¢ o J JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. SIN 1