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THiS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAO-1�_" LONG (314%1" CROWN) STAPLES @ 6" 0 C. VERT BETWEEN STUDS (NOTED THUS:—) -OFFSET STAPLES BE7WEEN STUDS AS SHOWN X A- WALL SHEATHING 16GA.0-1/2" LONG (31,V-1' CROWN) STAPLES 6" O.C. VERT INTO STUDS (NOTEDTHUSi—) METAL LATH ATTACHMENT DETAIL SCALE: 14" V-0" REV. 09.24.21 *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 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 C1 063. 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 109-091 TANK -LESS W/H 41 in STUB -OUT FOR GAS METER 0 9 H C G 000 '-07 L 9 LO 8 0 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. 101-81, (2) 16d TOENAILS 2" X 8' @ 16- O.C. 13'-9" (3) 16d TOENAILS 2' X 10' @ 16" O.C. 161-5" (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. (2) 16d TOENAILS 2" X 6" @ 24- O.C. 8'-6" (2) 16d TOENAILS 2' X 8" @ 24- O.C. 11 1-0" (2) 16d TOENAILS 2- X 10" @ 24" O.C. 1T-0" I (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 W _J co ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . .. . . . . . . . . . . . . . . J� + + 4f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . f. + + 44 . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + + + + 1-0. (TYP.) (TYP) 4'-0" + +/ + + + 4 + 4 + + + + + + . . V + . . + 4 4- + , 4 + + + + +_+ + + + + 4 - + + + + + + + + 4 + + + + + + + + . . . . . . . . . . + �'� + . . + + f . . . . . . f /++ + . . f- + + _f . . . . . . . . Cb . . . . . . . . . . . . . \+ . . + + 4.. 4. & 4. + +� . . . . . 4, i- + 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 rF6R _8dRING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL ��UN NAILS MAY BE USED NOTE: 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('J)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 1 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 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. 90* HOOK BOND BEAM MM M �� iimNT 'RID =:folk BOND BEAM STEP SCALE: N.T.S. FLOOR //-2nd INTERIORIEXT 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 above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" mi n. 2" min. 2" I Small 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" max. 16" 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 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 cnh imn w/ Inntric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and o' require additional wall or beam below." k consideration. Check local building code for appropriate details in 1�_or--20 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2A minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3"(10dl nails at 8"n-c- kT,-' Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES DIMENSION OF LARGEST HOLE (se, —\C T� D (KNOCKOUT EXEMPTS) (see table below) D V (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 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 c"''oc When joists meet over wall, provide C1 3/4" minimum bearing for each. I -Joist can be offset to v up to 3" to avoid �1 P1 m g vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6" A ROUND HOLE MAY 6" 6" DO NOT CUT HOLES CANTILEVER BE CUT ANYWHERE IN 7= LARGER THAN ROUND IN THE WEB. PROVIDE AT LEAST 3"OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1,Y2. 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 8 9 10 Any 16" joist S pan (ft) 8 V-0" V-1 " V-2" V-2" V-3- 1'-3" V-7" 1 'A 1" 2'4" 2'-9" 3'-2" T-T' 12 V-0" 1'- 1 " V-2" V-2" V-3" 1 '-9" 2'-4 2A 1 " 3'-7" 4'-2" 4'-9" 5'-4 16 V-0 11-1 11 1 '-2" V-2" 1'-7'12'-5" T-2" 13'-10" 4'-9" 1 5'-7" 6-4- 1 7'-2" 20 V-0" 1'- 1 " l'-2" V-2" 2--0- 13'-0" 14'-0" 14--10" 15'-1 1" 1 W-1 11"I T-1 1"18!- 24 V-0" V-1 " 1 tt-2" V-3- 2'-5" 13'-7" 14'-9" 15 10, H9� 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. A Backer block (12" wide min.) Nail with 10- 1 Od nails. ��nstall tight to.top flange. Filler block. Nail with 10-10d nails. Backer block required where' top mount hanger load exceeds 250 lbs. Install fight to top flange. V1/4"-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 .6 X Joist depth D I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearing L ation Series -5-epth-T—End Intermediate 13CI 5000s� 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl 6000so BCI 6500s@) 9-1/2'. 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d -T6-f--1_2-8d 6-8d 13CI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90se 11-7/8" 3--16-dT 3-16d 14" 5-16d I 5-16d d I 6-16d SIMPS( w/ (22) NAILS I 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS LC 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Li . 4 , . . .,A. ; SLEEVE THRU STEM-/ SEEPLANFOR---' A. FOUNDATION INFO 4'' STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC 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 H 1 OA (WHEN SIMPSON H10A OA 11 11 REQUIRED) w/ (18) 1 Od 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� =@MR-11 1,11 & 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A SEE FND. PLN. SIZE & REINIF =4_ PIPE VERTICAL THRU FND. — PV TOP (2) #5's x 4'-0" C OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION /F PLUMBING LINE 4 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 -4, 4 . 4 7 I A SEE FND. PLN. SIZE & REINF. OCT 18 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and api for compliance with the 2020 FBC 7th Edition by Debra Anne Kiahr PX2300 C14 04 C', 0) C14 LO CD 00 61 J 010 W < AP LLJ z < a) LO L-, E >0- o *= '011 0 M ",q- >1 M 04 -+-- I. 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