36071 Carriage Pine Ct - Laserfiche WebLink

Browse Search

CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + t- + 4- + + + + + + + + + + + + + + + �- + + 4+- + + + + + + + . . . . . . . . . . . . . . + + + + + + + + + + + + + 4 + 4 + + + + + + + + + + + 4 + + + + + + + + + + + + . . . . . . + + * + + + + 1-01, (TYP.) + + 64' 6-4- + * + + + + + + + + + + + + 1 _++ UJ + + 1 15/32" CDX _J + + co + 4 + + PLYWOOD OR + + + 7/16" OSB + + + + + + 4' + + 4 + + + + + + + + + + + + + + + + + + + + + 4- + + + + + + �4+ + .1 + + + + + + + . . . . . . + + + + + + , - , /+� ++ + + 4K+++' + + 4 4- 4 if + I \-RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 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 NOTE: r FOR8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILSMAYBEUSED 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 BCIaJoist BackerBlock 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 1.8/1.7 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 cr_ _-<. STD. 900 CONT. #5 HOOK BAR STD. 900 HOOK BOND BEAM USP �S_ CONT. #5 ZT15:�P�, GIRDER TRUSS BAR 2X TOP PLATE #5 CONT. 5/81 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM y BOND BEAM STEP SCALE: N.T.S. ,--2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI < 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. BRIG. WALL N.T.S. 1/8" min. Small gap 2" min. 2" max. 1 4" max. F- Web-St-iffen _-P—astenerSchedule _ff er Joist B ring ocation Series � DepLh --End Intermediate >1 A 9-1/2" 2-8d 2-8d BCI 5000sP_f1__-7/8" -8d 3-8d --5-8d- 14" 2-8d Clinch nails 9-_1/2� 2-8d 2-8d when K � BCI 6000se-1 1-7/8" 2-8d 3-8d possible BCI 6500s""-14" 2-8d I— 5-8d -16" 2-8d 4\ 6-8d I 1) Support back of web during nailing to prevent damage to web -flange connection. - 11-7/8" @ �- ��i 60S v 14" 2-8d 2-8d 3-8d 6-6d__ 2) Block solid between joists for full length of span. Tigh t fit ------------ �BCI 1 16—" 2-8- _d --6-8d- 3) Leave 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 sti ener 2" min. 4" FU-7/8" BCI 90s@ 14" 3-16d 5- _-16d I 3-16d I— 5-16d required when indicated or max. 16" 6-16d 6-16d 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 top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate --- 11/16" details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 101-011 at bearing. TANK -LESS W/H 0 1 0'_0 TANK -LESS W/H H C G 000 51-0-1 0 STUB-0( IT FOR__#� 11-011 & 9 -1 CD GAS METER 0 t---, 01 0 U') N 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. 71-511 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-5" (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. 6--l" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-001 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-01t (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15t-4" (1) USP HTW20 OR (3) 16d TOENAILS 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 Glularn Beam Boise Joist Blocking Use T' (10dl nails at 6" nx_-� Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D NOCKOUTEXEMPTS) (se, (see table below) D (see table below) DO NOT cut, notch 2K or drill flanges . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff 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 1-13/4" minimum bearing for each. I -Joist can be offset " Pit Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 4X k1100- --- ____ 6"' A %" ROUND HOLEMAY 610 6" -DO NOT CUT HOLES BE CUT ANYWHERE IN 7= THE WEB. PROVIDE AT CANTILEVER LARGER THAN ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S A 1,C U ML 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. Install tight to top flange. EVE THRU TEM EE PLANIFOR 0 U TI 7" SLEEVE THRU STEM 6— "Z 'a SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION Fillerblock. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. A - k1/4"-2" gap F � Backer Block,----) "Top Mount" "Face Mount" Backer block shall be tight 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. Web stiffeners are not required when top /!e 'ffner as , 'b s' f r uired I hanger flange is laterally supported by joist hanger. doesn't meet height r. 7 requirements I 0 6 X Joist epth d I -JOISTS BUCKETS N.T.S. ell; r 4 la I 11 1"1 -14 r=-,m il a goll. 1 g ;1R I I -6-RANA (2) #5 REBAR A/C CHASE 4" 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 A 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE A I ""I 1�1 I r-k 1� PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETER PENETRATION E ED @ PIPE PLUMBING LIN 41 'A . .4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION A PVC OR SCH40 SLEEVE PLUMBING LINE 4 . 4V A SEE FND. PLN SIZE & REINF. r- z Cl) - 8 z z < I CL U) z un (D LLI 0 U — LU 0 *1 V) r_ =:) ED- 0 � V) 2 CD Fn r-- 04 0) ce) U-1 E 8 as 0) M W V) 72 co, 0 Z5 C, m: 4i (.) % :S LL 00 3 6 a CL 0 < L N C B D C -o ODO At c" .0 __J _J $z 21r 0 co W-3 CL FUJ < F 3; 8g z , 1 --" W C14 00 0 0 M 110 El 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. 4 C:) 0 z " 0 (U N F-4 J.J C) :3 %D M C) 0 4-0 U-) M Ln z 2: 0 L LL CL >� � CY) U M -I CL 00 z E LU C:) _J 0 W '0 mi z g Uz. !� z Lu U Ix z: EYE U) LL1 i,- UJ Ln 0 z 0 0 N 2: 2: 2 W Ln _J <L E 0 U > U-) M LU tj 0 _J zW r14 0 Z U4 ar=1 z z LU f**4 r*4 Ln 6i 2 IINE� 11�,:) I 1LU < z < LU i..; 91 r_J CID z Z :5 ILIJ Fz 0 9 0 r_% 1-4 CL V) SCALE AS NOTED DATE 2/24/2014 TECH: FFLORES VERSION N 0' 10 SHEET NO. SN 1