6411 Ten Acre Ct - Laserfiche WebLink

Browse Search

THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING -t- t 16GAx1-1V'1" LONG �3`4%1` CROVVNj Ax 1 1 0, STAPLES COS" O.C. VERT BETWEEN f 16GAx1-1'2' LONG (3-4%1" C STUDS (NOTED THUS:-) - OFFSET PO�NN) STAPLEScv6" STAPLES BE7WEEN STUDS AS SHOWN 0,0. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL 1 REV. 09-14.21 SCALE: 14" V-0" EXCEEDS THE REQUIREMENTS FOR FOCIR 70.3.7.1 LATH' -ONLY APPLIES TO LENNAR TPA/JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1 /2" LONG (3/4"-1 " CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1 063 & ASTM C 186 1. CORNER OF HOME GARAGE SIDE 109-01, TANK -LESS W/H STUB -OUT FOR -1 0 4 GAS METER 9 H C G 000 9 U, 6 L 8 LO 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. 61-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2- X 8- @ 24" O.C. 11 -01, (2) 16d TOENAILS 2- X 10" @ 24" O.C. 113-4- (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'41 (1) SIMPSON HTS20 OR (3) 16d TOENA TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE . RIDGE LINE + + . . . . . . . . . . N . . . . . . . . . . . . . . I. + + 4 . . . . . . . . . b . . . . . . . . . . . . . . . . . . . . . . . . . . . C-0, .. . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . + + + + + + -4 + + + -0.1 (TYP.) + (TYP` 4-4- 4'-0" + +1 + 4 + + + + + + + + +++ + + _f + LA + + + +_ _f + 15/32" CDX _J + + + + + 4 + + + + PLYWOOD OR + + I I + . . . 7/16" OSB + . . . . . . + + . . . . . . + + + + + + + + + + 4 . . . . . . + + C? . . . . . . . . . . + + 4 . . . (0 + +/ . . . . + + + + + +7+ + + 4- + + + + + + + + + + + + +:++:+ + + + -i- -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. & 4" D.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6- O.C. EDGES & 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 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: I 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 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%oist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL /F STD. 90* HOOK F BONDBEAM T1" ........ ........ ......... W STD. 90* CONT. #5 CONT. #5 BAR HOOK BAR 1. .. 1 11 .......... .......... A ... #5 CONT. .......... ... ...... FROM FOUNDATION TO HIGHEST F BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR 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 I 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. SE CTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 21' min. I 2" gap " x. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" . 6-16 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher th;;n i.qnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls 0 over squash=20 blocks and require additional wall or beam below. - w k consideration. Check local building code for appropriate 116" details in One 1 Od 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 I IqP.T' (Ind) nnik;it 6" n r. Q� Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRIG. WALL N.T.S. MINIMUM SPACING 2x GREATEST CKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (se, _\r:� _ (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch 314 or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on 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 below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET 'oc' Whe 1314 Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 0-1-0 -�(o Q r% 6 666 It A ROUND HOLE MAY DO NOT CUT HOLES BE CUT ANYWHERE IN 6"1 16" LARGER THAN CANTILEVER THE WEB. PROVIDE AT IND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2 I Round-Ho-le0lianneter Ain_�_� 13 14 15 16 17 18 18.875 110 Ill 112 113 Rectangular Hole Side (in) 2 3 6 6 8 9 10 Any 16" joist Span (11) 8 V-0" l'-V' V-2" 1 �-3. V-3" V-7" 1�-111" 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0" I'-1" V-2" V-2" V-3" V-9" 2':�F 2'-11" 3'-7" 4'-2- 4'-9" 54" 16 1 '-0" 1'- 1 " V-2" 1'-2'* V-7" T-5" T-2" T-10" 4'-9" 5'-7 6'4" 7�-2" 20 V-0" V-1 " V-2" V-2" 2'-0" 31-01, 4 '_.0' 1 4'- 10" 1- 11 6'- 1 1�1 7--11" 81-11" 124 - J-T�Tl 11-1 11 11--2" 1 1'-3" 1 2'-5" 1 3'-7" 4'-9" 15'-10" 1 7'-2" 1 91-v F�7�t 10- �_q 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. 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. Backer block (112" wide min.) Nail with 10- 10d nails. '_�Install tight to top flange. 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 stiffeners are not required when top eb sti ner as required if hanger flange is laterally supported by joist h nger. doesn't meet height If requirements 7. i 0.6 X Joist depth / " L I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 5000s@ 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5--gd- BCI 6000so-i-1-7/8' BCl 6500se 9-1/2" 2-8d 2-8d 2-8d 3-8d T:i�� 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11-7181, 3-16d 3-16d 14" 5-16d I 5-16d d 6-16d SIMPSC w/ (22) NAILS I 5/8"0 BOLT THRU SIMPSC w/ (22) - NAILS 1 R TRUSS 'OP PLATE ).0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION = NEM 'A SLEEVE THRU STEM-' SEE PLAN F -OR FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN t-vu trimorz,4 rvu 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 110A SIMPSON H10A x1l REQUIRED) /2' w/ (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' 0" CENTERED @ PIPE J /- PVC OR SCH40 SLEEVE PENETRATION 4 .4 0. A A -171 _R1 �Ja 6.1 -4 - GRADE —11 F SEE FND. PLN. SIZE&REINF.I. 12- BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE A /E_ I L A _/ 0, $'A.' ' ----- ------- r ---------- 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 A4. - - - - 4 h/ 4 d 4 4/1 TF 4 ill - Je4 SEE FND. PLN. SIZE & REINF. AUG "IFtTUAL 94�11 aview Virtual R ap ' a d plans Rev . few GIL"'11,1171 _IF.,,.j an FB, 7th liance with tt.e_ 20"ZO for COMP Debra Anne Klahr P)(2300 Ediflon by C11 C14 r- Ln Co 1J) C21 LO A RV00 I z W 0 0 W W 0 z < I V) (D4) L 0 ',o' E > 0 r, 0 a) 6. �0 11 U >, z. 5 4-Z M V) U -010 2 M C: E -= 2 8) (D Z) 0 00 75 E: < C u < Ci q U l_U 0-- 04 cO E C'i LD) 70 C) rz, C3 �0 6 W W W - . W ui W P w !2 w n2o uJ l- < X _J X � �e z X 0 r� 2 3: w W -J<O< < 00_,0 D - U_ 0 LL z < 11-- 0 1- 0) (n < CY X -3 M 0 z 2 0 Q 0 CY (n X 9 0z - 0- ZE 0 0 -0 Z 0 0 z Z 0 U) 0 0 z W 55 W LU V5 X W a- > z W 0 F_ z ILL X � 5- 0 uJ Y z 0 _J < < z;5 W z Z) < 0 W 0 o- a. U_ <1, 0 W 2 F- l- W i3 0 < U_ 0 U_ 0 C) 04 z LU U) Z) > C) co C:) cr) C) z U) Cf) I*-- < L0 _J U) LL. (n I z < ILIJ < U� F- 0� a. cy) jj� a- 2 - 00 < >- < Z 0 F- z W 0 (D C14 C%J 0 C14 00 I 1 11 11 CN (D 00 C) C14 C) C%j C%j C14 C%J C) C) C\I C) 04 c) 04 CD C14 C:) 04 C) 04 ' C) 04 6 N c6 0 Lh ob C) c; C14 6 M CN 4 0 1 1 0 C) 6 11 C) (b C) 0 Z Lo W >1 C) C) C141 0 cl; 0 41 0 L6 CD (61 0 N: LO "Cl- I 1 Cr CO U) Z Z z LD -6-0 W W U) W r 5; 0 4_0 0 L) - Z) R 0 0 > < 0 ;.- CL UVW) _0 -0 0 Of UJ M a- M: < W F- Z Of I.- W D ca 0 z (Do z W C**4 — Z 3: _J 00 < UJ 0 Ify) z af Z Z u- W 0. < z W Cf) Z U) z - < z 0 z () :5 0 0 z z z W _J W N C14 LAST PLOT DATE >(=) Jul. 21, 22 STRUCTURAL DETAILS