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CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H 51-011 STUB -OUT FOR -1 A GAS METER 0 9 &4 H C G 000 1 1_0" — - a LO 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 71-5" (2) 16d TOENAILS 2' X 6' @ 16' O.C. 10'-801 (2) 16d TOENAILS 2- X 8' @ 16' O.C. 131-91' (3) 16d TOENAILS 2" X 10' @ 16" O.C. 161-511 (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12' @ 16' O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2' X 4' @ 24' O.C. 61-1- (2) 16d TOENAILS 2' X 6' @ 24' O.C. 81 _6N (2) 16d TOENAILS 2' X 8- @ 24- O.C. 111-091 (2) 16d TOENAILS 2" X 10- @ 24' O.C. 13'-0" (3) 16d TOENAILS 2" X 12' @ 24' -O.C. 151-41- (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE C-10 + + + . . . . . . N . . . . . . . . . . . . . . + + f 4 . . . . . . . . . . . . . . . . . . . . + + + . . . . . . + + = .. . . . . . . . + + + i . . . . . . . . . + + + +_ + 4 . . . . . . . + + + 4 + _0"Cryp.) + + 6'.0- 6-0" + + + 4 . . . . + + +/ + + + + + + 4 + + + + + + 4 4 + + + + 4 PLYWOOD OR + + + Lu + + 15132"CDX _J + + + 4 + + + + + + + + + + + + + + + + + + + 4 7/16" OSB + + f . . . . . . . . . . . . . . . . . . . + 4 4 + + + + . . . CC) + + + . . . + + + + + 4- + + + +K+++ + + + N—RIDGE LINE 140 MPH (43 SECOND GUST EXPOSURE 'C' WIND ZON MPH Nit) 3 SECOND GUST EXPOSURE "C" WIND ZONE E 140 8d RING SHANK NAILS @ 6- O.C. & 8d RING SHANK NAILS 0 6- O.C. EDGES & + + + + + 4- O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ IT' 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 318"RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. NOTE: 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. TERNATE NAILING OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR AL PATTERN. Backer and Filler Block Dimensions BC18Joist 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 1.8/1.7 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 2 x lumber Double 2 x lumber FILL CELL LLI < > STD. 90* CONT. #5 BAR __,\ HOOK ......... I - - STD. 900 HOOK BOND BEAM . . .... CONT. #5 2:1=1_ ]F BAR BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ_1D I- "I , 1 FLOOR ,,,�PLYWOOD 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 STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min * ) Small gap 2" min. 2"max. 4"max. Web Stiffener Fastener Schedule Joist B ton Series Depth End I termediate >1 9-1/2" 2-8d 2-8d CE) BC15000S 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d Clinch nails .9-1/2" 2-8d 2-8d when BCI 6000s 11 7/8"_ 2-8d 3-8d possible @ BCI 6500s 1 2-8d 5-8d -8d V 16" 2 6-1d 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3-8d J web -flange connection, BCI 60se _ 14" 2--97d--- 5-8d 1 �'___2-8d �-8d 2) Block solid between joists for full length of span. Tight fit f6__ 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/81, 3-16d _ 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90se 14" 5-16d 5-16d required when Indicated or 4" max. 16" 6-A 6-16d 2)L: 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)V 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. hi her than 150b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non-stacldng walls require additional wall or beam below.* DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8"gap Boise Joist Blocking Use 3" (1 Od) nails at 6"o.c. r I- I Load bearing wails I consideration. Chad _f local building code for appropriate details in One 1 Od box areas=20 of high or--20 sinker lateral load. nail Ask-h _QidA Squash block (2x4 minimum) __J Bearing wall, Versa -Lam LVIL or QD Glulam Beam MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, no:tch\ 214 MAE or drill flanges . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 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 -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Whe 13/4 Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non-steddng walls require additional consideration. ZD zo F% 4 IL 0 NOT CUT BE CUT ANYWHERE IN 6" 6" CANTILEVER LARGER THAN A IY2" ROUND HOLE MAY HOLES THE WEB. PROVIDE AT Ot IND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%. 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. IY' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 2 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2' 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 CU17ING CHART N.T.S. N.T.S. USP MUC THRU 5/8010 BOLT us ML RTRUSS *OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL 1 4 MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS ;0 FINISH GRADE Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM ......... I Joist hanger SEE PLAN FOR FOUNDATION INFO 'R STEM FOUNDATION REINF. SEE PLAN Filler block. Nail with GRADE 1.1- 1�1 1 10-1 Od nails. 4 A *4 r Backer bloc\� required where top mount he exceeds 250 lbs. A .4.. nger load Install fight to top flange. M A'. 14"-T gap — Backer Block,---, "Top Mount! "Face Mount" Backer block shall be fight Backer block shall be fight 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. stiffner as Web stiffeners are not required when top /!281red if hanger flange Is laterally supported by joist hanger. doesn't meet height requirements )a,, 0 ,0.6 X Joist depth I -JOISTS BUCKETS N.T.S. C �(2) #5 REBAR CHASE4" PVC 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 UPLIF7 11030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION� 12"BELOW GRADE -_ MM P11 i `=1 %� PLUMBING LINE PVC OR SCH40 SLEEVE wilI I . 011 SEE FND. PLN. SIZE & REINF PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERE PLUMBING LINE PENET D @ PIPE RATION 1 L A 4 4 --- — — — — — — — — — — — — — — — . -Z7 — — — — — — — — — — . * - V.. . -.0 "., A '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 . .6 A C_ , . 4 F1 A '4 A4 i:f Mq% , /' )4/ A A 4 SEE FIND. PLN. SIZE & REINF. (D V0 Z M < I U) C In (D 4--J LLJ (D 0 U — 0 L.Li (D-U171 lun I? F-- C) ra co LU , 1 cn 01! cm, C) I I I CL 0 < 0) CL IN a Do C-841 C �z 41 f Ll � El 0 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 Sth 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 0) N 4.J C) C) zN rn M Ln .2 Ln U_ z 0� 31 " rn CL V-4 00 E z 3: WLU z 0 _J (D mi 01 0 0, z � i � in 0 0 z i z !E - Lzu J � -, 11 Ln � 810 0 z z 01 Ln r4 Ln ZO 9 0 -0 Z a 0 U3 z z LU le— Cy uJ W 0 0 155 6 _J >_ cn T-4 co T-4 N z � Oe z CD LLI > z 0 I-q _.J SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. SN 1