36503 Smithfield Ln - Laserfiche WebLink

Browse Search

THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH *ALL SHEATHING 16GAxl-1 1,21" LONG (34-1" CROWN) 16GAxl-11/22" LONG (14%11 STAPLES (& 6" O.C. VERT BETWEEN MAX STUDS (NOTED THUS:—) - OF�SET CROWN) STAPLES,4) G" STAPLES BETWEEN STUDS AS SHOWN 'A O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.1A '11 SCALE: 3/4" T-0' *DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 703.7.1 LATH - "ONLY, APPLIES TO LENNAR TPAiJAX* 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/HORIZONITALLY 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 101-011 TANK -LESS W/H 51-0" STUB -OUT FOR 0 4 GAS METER - 0 .1 N H C G 000 1-091 9 LO 8 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. 7-51' (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. 116-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 1211 @ 16" O.C. 19'.3" (1) SIMPSON HTS20 OR (4) 16d TOENAI LS 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 -01, (2) 16d TOENAILS 2" X 10 @ 24" O.C. 113-4- (3) 16d TOENAILS 2" X 12" @ 24" O.C. 115-4- (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING (n < ROOF DIAPHRAGM NAILING SCHEDULE RIDGF I INF . . . . . . . . . . . + . . . . . . . . . 4- + + 4 . . . . . . . . . ........ + + + + + + + + + + + . . . . . . . . . . ... . . . . . . . . . . . . . . 4- + + + + + . . . . . . . . . . . . . . . . . . . . . . + + 4- + + 4 + + + .-011 (TYP.) -0"(Typ) 4'-0" + + 4--0" + 4 + + 4��- + + + + Z' 1 +- + + + + 4 —++ + + + + 4 �� + 4 + + + + + + . .. 4- + . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4- + + + + + ++\++ + + + + -4- + + + +�:+ + + + + + 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (uIt)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" O.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 NOTE: J* FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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 BCI8Joist 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 1.811.7 wood panels 2x + 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 2x lumber Double 2 x lumber 1 — 1 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ��-4 Filler blocking 1/8" gap FILL CELL—\ STD. 90* HOOK BOND BEAM U) 66! . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . T STD. 900 CONT. #5 CONT. #5 HOOK BAR BAR .... ...... ......... ........ . #5 CONT. ........ ....... .... ............ ............ ............ ................ .. FROM FOUNDATION TO HIGHEST B ND 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 TJI TO BE CUT TO ALLOW tposts FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all fr m STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1 1 1/8" min. Small 2" min. I 2" gap " . 4 max. Clinch nails when possibi e 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) Le3ve 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 2x4/Plywood/OSB web stiffener 2" min- 2x : CCNTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16 - 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. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher thnn 1 1;nn1h 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 wall or beam below.* consideration. Check —f local building --- 11/16" code for appropriate details in One 10d box areas=20 of high or--21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking LJqp 3" (1 Od) nails at 6" n-r- Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST ID DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) (see table below) -r- 1 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf 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.* 'J ... loc' Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. rrm �77.7= 101 DO N 6" 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN A %" ROUND HOLE MAY OT CUT HOLES THE WEB. PROVIDE AT ROUNDIN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 a 9 10 Any 16" joist Span (ft) 8 V-0" V-11" 1 �-2" V-22" 1!-3" 1 �-3" V-7" 1!-11" 2'-4" 7-9" 3'-2" 3'-7 12 1'-0" V-11" 1 �-2" 1 �-2" 1 �-3' 1-9" 2'-4" 2�-11" 3'-7" 4'-2" 4�-9" 5'4" 16 V-0" V-11" V-2" V-2" V-7" 2-5'* X-2" 3' 10" 4'-9" 5'-7� 64" T-2" 120 1 V-0" 1 --1" 1 V-2" V-2" 2%0" 3*-0" W-0" j 4'-10" 5'-11 j 6�-`! 1 7�- 1 1. 124 1 V-0" I I' -I- I 1'- j , I I 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. Web Stiffener Fastener Schedule Joist Bearing ocation Series -15'e-p-E-F h End Intermediate BCI 5000se 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI 6000s(" BC16500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d - d BC160s8 11-7/8" 2-8d 3-8d 14" -2-8d' 5-8d 16" 2-8d 6-8d BC190s@ 11-7/81, 3-16d 3-16d 14" 5m1166dd 5-16d d 6-16d SIMPSC w/ (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE -rYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide Whe I -Joist can be offset 13/4" minimum bearing for each. to et up to 3�"to javoid I Plumbing vertical plumbing 3" max JOISTS OFFSET N.T.S, A Backer block (12" wide min.) Nail with 10- 1 Od nails. ��Install tight to.top flange, Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 177 1/4"-2" gap — Backer Block "Face Mount" "Top 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"gapattopofboftom 114%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 requirements 7 ��0.6 X Joist D depth L I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM---' 1-4" 1-1 SEE PLAN FOR A, - *A FOUNDATION INFO 4' STEM FOUNDATION GRADE REINF. S EE PLAN 14 . , '' _ , )f , , -H tvvl Urimac L+ rlvu 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 SIMPSON H10A (WHEN REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION r/— IA. 4.- SEE FND. PLN. SIZE & REINIF :=�K 12" BELOW GRADE PIPE VERTICAL THRU FND. - PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" PENETRATION—\ PLUMBING LINE CENTERED @ PI�E - - - - - - - - - - - - - - - - - - - - - - - CD A SEE FND. PLN. SIZE & REINF. 01- PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-O"—\ PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 .4 �IFJ I jl-. 141'11 T� IE� f�p J= I I 4 . =1 I Ill - A A M= 4-� -- — — — — A MAR 0 4 2023 SEE FND. PLN. SIZE & REINF. Virtual Review Assist, Inc.. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 Ul) , "' I L0 01 aAt i�u 0 Lu z 0 LO E > 0 o -iz 0 8 C) CY) 6 M co v5 2 0 Cn U cl) -0 f 2 %, E '= Z) 0 2 2 15 a: 8 9 < U < 0 a) ci U UJ c! C 00 7C3 E �2 .0) 0 C) 00 P- CL _0 w 0� 0 W 0 - 6' Lu 0 F- W R! W -1 W 2 - 0 �- ;< X 2 � ix z W z 0 � < < of=)--J 0�:M LL00,0-jo < <CyX'U)W CR U) 00: 9 z , g z OU) 00 -Jp: z M -3 0 F- '0 W 0 0 ca z z Cy 0 0 0 z Lu (0 ul a- > 0 uj a. 0 Z y < W W W V5 X D 0 �- z u_ 0 0 V5 Z Lu Z L) ILL 0 W 0 X < uJ a < D z < LL 0 0 0 z N W > co 0 M 0 Cf) Ill- < (n -J "� 0- (n U- ,t 2 W - r--. z < UJ < 114� cy) T-- 00 < < Z 0 z LU LU -J 0 0 CD C) a 0 CN C'N CIO C3 C) 00 CD 1 z 0 IN LO a) X W 0 q q Lo > C, M CO U) Z LU C) LU z z 0)0 0 000 W -0 Z) z 5; LO -0 0 0 W 0 < z 0� a. X a- qr� W Z-- 2 0�-< UJI.- UJ , P Lu M F- 0=)O ZOM LLJ >- X: cn < F- D M § 2 00 0 zXO C) <Uja� -J U- z 0� z z Cl- z 0 -�e F- 0 0 co W z SN1 z z LU W > 'r— LAST PLOT DATE z44 0 . 0 . STRUCTURAL —J DETAILS