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CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . + + + + + + + + + + + + + + + + +- + + 44 . . . . . . . . . IN . . . . . . . . . . . + + + . . . . . . . . . . . &D . . . . . . . . . . . . . . j- + + 4+_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + 6-0" 0'. (TYP.) 6-0" + + + r/ + + + + + + + + + . . . . + + 4 + + - + U.1 + + + + + + - + +� — 15/32" CDX (TYP" + + + + + + + + PLYWOOD OR + + 7/16" OSB + + + . . . . . . + + + + + + + + + + + + + + . . . . . . . + + + + + + + + + + + + . . . . . . . . + . . . . . . . . . . . . + + + . . . . . . 4- + + + \-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. & 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 Series Thickness Filler Block Thickness 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 1.8/1.7 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---� STD. 900 HOOK BOND BEAM C/) LU FE §, STD. 90, CONT. #5 HOOK BAR ....... CONT. #5 BAR E ....... .......... 11. I.... _.. #5 CONT. FROM ... ........... .... .. . FOUNDATION TO HIGHEST 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION INT. BRIG. WALL N.T.S. 1/8" min. Small 2' min. 2" max gap "' . 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 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. 16 6-16 OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor cot innn w/ Innfis N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif 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 0, 101 local building -On code for appropriate TANK -LESS W/H 001 details in One 1 Od box areas=20 of high or--10 sinker lateral load. nail each side F I at bearing. 51-Off STUB -OUT FOR -1 GAS METER 0 9 H C G 000 -Off 9 [0 01 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* 211 X 411 @ 1611 O.C. 71-511 (2) 16d TOENAILS 2 X 6" @ 16" O.C, 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-g" (3) 16d TOENAILS 2" X 10- @ 16" O.C, 16-61 (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-311 (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6--1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8- (2) 16d TOENAILS 2" X 811 @ 2411 O.C. 111- 01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-01' (3) 16d TOENAILS 2 X 12" @ 24" O.C. 15 'All (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAMI). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. 10d nails SECTION INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 4 . higher than 15001b. Web Stiffener Fastener Schedule Joist Bearin ocation Series Depth End Intermediate BC, "0,0 SO 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl 6000s BCI 6500s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d --14--'-'-- 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 9080 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d - " d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pif max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing 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 " Use 10&3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. - A ROUND HOLE MAY DO NOT CUT HOLES 6" BE CUT ANYWHERE IN 6" 6" CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT t ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 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. 00 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. IY2" 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 lY2- 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist MUGT15TYP. 5/8,10 THRU BOLT USP MUGT15TYP. GIRDER TRUSS - 2X TOP PLATE r 2 X B.U.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" Wide min.) Nail with 10- 10d nails. Jill nstall tight to top flange. 9'. 4. I SLEEVE THRU STEM SEE PLAN FOR 4' FOUNDATION INFO STEM FOUNDATION TEM F 7R- 0 F r 6bck. NF T lo Nail with 101 0 1" Filler block. Nail with GRADE r- 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. _K 1/4%2"gap—�_Zzf 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, eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height r ' dc 4h requirements 7 - 0 Joist depth 6 0 . .. ..... . - I -JOISTS BUCKETS N.T.S. F. EE PLAN .,4 -_A 11-11 F� A A/C CHASE (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PI�E PENETRATION� d- ... Jill= 4' 1:1 za lrTl m m L`1K 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A F SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. OR SCH40 SLEEVE P PLUMBING LINE PENETRATION TOP (2) #5's x 4'-0" CENETERED @ PI E - 4 A 4 — — — — — — — - — — — -- — — — — — — — — — — — — — SEE FND. PLN. SIZE & REINF. 11 PIPE PERPENDICULAR T FN TOP (2) #5's x 4'_0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION FI_ PLUMBING LINE 4 .4 — — — — — — :d 4 Pq 4 11 A _1� 14, T7 SEE FND. PLN. 01 SIZE & REINF. Z Cn W < a __J CL co V) (D Q) — C/:) 4_J LU U T 0 LU E cl� V) U1) 0 0 0 F3 I- 04 4) ce) E 0 2 -0 'r- CN 4i Rig 4) 0 Iwo U- eD 02P CO CL 0 0S Ira 1 < 0 -!t 6 8D. N�C� -D -C \\5 " 17P C14 Z r; ON U, lig Z CD 1.019114 2P 0L LU - u_ 0 ;,0" .1 Mill -� . - ji�', "a U) 0 cqq IL LLI SIC) 04 _@:8 ilk 11 r To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z r4 0 (V %0 c) M z (V Ln -0 rL (A -= V- 0 N — Ln LIL CL ern-'s z F- V-4 W 0— 00 < E z fa z UJ W _J 10 14" mi 0 wwz Lu U_ 0 z 1z 2 ow LVU) a 0 0 z < 5 z >18-W �4z_z W z W, U 0 in a. D 3: U 0 CV C, 00 C) OR b UJ N 0. 0 z 0 z 1- UNI C�l Ln rq 1171-4 Lr) wo� UJ wo 0 z a 0 0 0 6 Ce -0 Z z z W uJ C, :3 0 U r 080 > 00 LU W 0 z D >— OC) T-q LL z LU UJ R c) M < z UJI > 0 Z :5 z #__4 1 _J CL I SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17 -1800 SHEET NO. SN 1