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ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . . . . . . . . . . . . . . . + + ji . . . . . . . . . . . . . . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ji ... + _+ + 1-01. (TYP.) + + 6-0" + 6'-0" + -0"(Typ') +/ + + + + + + + + + + + + + + Lu + + J + + + 15/32" CDX + + + PLYWOOD OR + + + + 4 + + . . . . . . + + 7/16" OSB . . . . . . . . . . + + + . . . . . . . + + + + + + 4 . . . . + + . . . . . . . . . . . . . + + + + A+ + + + + + -4- + 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE —RIDGE LINE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 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 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN 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 Joist 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 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x + 5/8" or 3/4" wood panel — 1-1 /8" or two 1/2" 602.0 1 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2�O 2 x lumber I — 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 BONDBEAM F U-1 cc STD. 90' CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR 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 A'D I 1 TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION INT. BRG. WALL N.T.S. 1/8" min.. 2'min. 2" Small gap " a . 4 max. A Clinch nails when possible �1\ 1) Support back of web during nailing to prevent damage to web -flange connection. ght fit 2) Block solid between joists for full length of span. Ti 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. n 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stifle er 4" max Web Stiffener Fastener Schedule Joist B aring ocation Series F—Depth End Intermediate BCI 5000sp 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s BC1 6500su� 9-1/2" 11-7/81, 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI 60sP 1 1-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/81' 3-16d --- _34-6d] 14" 5-16d 5-16d " 16d 6-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or . 16 6- - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Verlical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack L' 0 *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* C:) consideration. Check k C14 local building --- T1/16" code for appropriate �2 details in One 1 Od box areas=20 of high or=20 sinker lateral load. nail each side 101 -011 at bearing. 00 TANK -LESS W/H '4- CORNER OF �2 HOME GARAGE SIDE C14 CN =1 C14 00 cn E P.11 00 H C G 0 0 0 F-011 i# 11 - 0 STUB -OUT FOR C�, 0 -1 _1 .-0" L I C LO GAS METER 0 0 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. 10--13" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-4- (3) 16d TOENAILS 2 X 10" @ 16" O.C. 161-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. W-31' (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 61' @ 24" O.C. T-15" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (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 TOE NAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or 0 Glularn Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---% DO NOT cut, notch or drill flanges . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or _tz SIMPSC wl (22)' NAILS 1 5/8"D THRU BOLT SIMPSC W/ (22) NAILS I RTRUSS 'OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 Plumbing 1111L HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* It Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset 0 Whe &lm3 4 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q�,� Provide adequate bearing Use 1 Odx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails require additional consideration. SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) to L DO 6 BE CUT ANYWHERE IN -# CANTILEVER ILARGERTHANlY2" THE WEB. PROVIDE AT i 61' ROUND HOLE MAY 6"' NOT CUT HOLES ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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 %" 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. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —_ Nail with 10- 1 Od nai Is. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR--' .. 44 FOUNDATION INFO 4 STEM FOUNDATION I I 1:;t7f 7 Nail with r- GRADE =1kir' Llr!!!r7 Mi A KI Filler block. \ I 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 fight 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 depth 7 O�6 X Joist _z I -JOISTS BUCKETS N.T.S. /.VU unmor- Af rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFTVALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A 0 (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 1 1/2"' NAILS UPLIFT 1015# 10A X1 1 /2' 0154 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" ENETERED @ PIP PLUMBING LINE PENETRATION 1 C E 4 4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE .4 4 A A .0 4 A . I A A SEE FND. PLN. SIZE & REINF. (D �2 Z;) (D C> CD CN < n 2_� Cz V) (D (1) C_rD LU U 0 LU E Ln 0 V) V) ce) _Q CD E 8 M M CID r_ CU Cl) Lu., C14 0 0 C:� � _9_- U_ co cc> C, CL C:) P, < Al 131D. I C B D �J /1 rz, NA. ZN C CNW N M c: - - . , t, — g p i �zu c�"6 LU C-> I— EI 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal 0 C:) z C14 0 W r�, I .. 4 4-J C:) U-) 1 5 C:) > U-) p z 4-J N < U-) Lr) 0_ in N a) 0 Ln < z LL_ e--� fy) 0� U -4 CL 00 < d E CID LLJ 0 W 0= 0 < � U- <. cc, Cs LU UZ =>H 0 Z, 02 0- 0,0 0 t 2� Cc, U Lu N V- C/) LL1 ZZ 2: z > 0 H z < 2: 0 -0 U 0 > 0 IL 1 P ZO U Ed r- 0,. c� C/) 0 z 1011� < < Lu o� Z 0, z LU 1--i L0 III C), < �i 0 g c�,� < z g om OZ8 2 �2 z t 0 r4 Z LU z < Ln z 0 Lu 1 CL 0 SCALE AS NOTED DATE 3/19/2018 TECH: IVIJAIVIES VERSION NO. 400 SHEET NO. SN 1