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r---------------- I L— — — — — — — — — — — — — — UNLE55 NOTED OTHERWISE, AT A MINIMUM ALL UNSPECIFIED FRAME TO FRAME CONNECTIONS SHALL CON515T OF (3) 0.131'IX3-1/211 END NAILS OR TOENAILS. (1) 51MR50N M5TA36 RUNNING TOP PLATE CENTERED AT CORNER. ALONG THE EXTERIOR SIDE OF THE MAY BE APPLIED OVER SHEATHING. 75zzi-0.131 x 3" COMM, AT IV' oL, 5IMP50N 5PH4/(o/8 OR (2) 6IMP50N 51)XI5600 FROM STUD TO TOP PLATE ATTACH PLIES PER '18/55" -A 5IMP50N M6TCM 60 MAY SIMPSON HTT4 W1 �/V' DIA BE SUBSTITUTED FOR AN A.B. (WHEN 4-5TUD CORNER IITT4 WHERE LOCATION OCCURS ON TOP OF GIRDER R' ALIGNS WITH A FILLED CELL. IZ'X , OR FRAME, ATTACH W1 (2) SIMPSON M5TA3(o STRAPS) 51".5(2 NOTE: USE 4-STUD COWER SHOWN FOR 2x4 FRAME. FOR 2xb OR 26 FRAME, A 3-6TUD CONFIGURATION MAY BE USED. EXTERIOR FRAME BEARING WALL CORNER DETAIL A SCALE: N.T.S. SN1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE LIVING) R-1 1/R-1 3 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 101 -011 TANK -LESS W/H H C G CORNER OF 7 000 HOME--/ 51-0" GARAGE SIDE .4 e- STUB-OUT FOR 39 DO 9 0 GAS METER 0 = — — — — — — — — — — - — — — — — — I 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-Y (2) 16d TOENAILS 2"X 6" @ 16" O.C. 101-8" (2) 16d TOENAILS 2' X 8- @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" 0. 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. 6-11 (2) 16d TOENAILS 2- X 6" @ 24-1 O.C. 81-6" (2) 16d TOENAILS 2- X 8" @ 24-1 O.C. 111-01, (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 TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING 10 UJ ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE * . . . . . . . . . . .. . . . . . . . . . . . . . ... . . + 44 . . . . . . . . . . �? . . . . . . . . . . . . . . . * . . . . . . . . . . ... . . . . . . . . . . . . . . 4- + + 4 . . . . . . . . . . % . . . . . . . . . . . . . . . . + + 4- + + 4 + + ._01. (TYP.) _0"(TyP` + + 01 6'-0" + 01 6. + 4 + + + + + + + + + + 4 + + 4 + + + �+- + 4 + . . + 4 . . + + + + + + 4' + + + + + + + + . . . . . . + + + + + + + + + * + 9 /+ + . . . . . . . + + + + + + + 4 + + + . . . &0 + + . + + + + + + + + + + + L& 4. 4, 4, + +k . . . . ... 4, I -L -L + — 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE 4" O.C. @ GABLE END WALL OR GABLE TRUSS OU MINU OnMPM 14MIL0 �W V W F_U"EO 01 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 _R_ 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE 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 5000s 1.8/1.7 3/4" or 7/8" 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 90 .0 1 2 x — lumber Double 2 x — lumber FILL CELL--\ STD. 90' HOOK 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 LYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJ1 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 1 1/8" min 2" min. 2" * I Small gap " max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 stiffener 2" min. _1 required when indicated or 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite 16 6 16 - 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 column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 require additional wall or beam below.* w k consideration. Check local building code for appropriate details in One 1 Od box areas=20 of high N or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL SEE PLAN FOR REQ'D MAIN SLAB. SEE 2" STAIR INFO. IF CONC. PLAN FOR MORE INFO. STAIRS FORMED & POURED W/ (1) #5 EACH STEP CV) FOR 2-0"TALL STEM W PLACE #5 VERTICAL @ 8'-0-=_1 1-7 1W �TA" STA" POUF EACF O.C. MAX. AND FOR S-0- LU (n TALL STEM WALL PLACE #5 VERTICAL @ 5'-4" O.C. MAX. % @ EACH CORNER & 11 . .. . .. . . COLUMN. SEE PLAN FOR I 1=1 I 1=1' MORE INFO. & COLUMN LOCATIONS Ill A I 1— .0 (2) #5 BARS CONT. 16- LARGE STEP DOWN SCALE: 3/4"=V-0" �Nl DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) 4- Filler blocking 1/8" gap Boise Joist Blocking I I— I,, /I AAN --:I- L", - - for each lapped joist. nails SECTION @ INT. BRIG. WALL N.T.S. KNOCKOUTS) ALLOWED IN BEARING ZONES --I DO NOT cut, notch or drill flanges Web Sti ner Fastener Schedule Joist Bearina Series I DeDth L ation I End Intermediate BCI 5000s@ 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 7T"' =-d 5- d BCI 6000se BCI 6500se 9-1/2-1 2-8d 11-7/8- 11-7/8- _g:§!L 2-8d 777— 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 1,116" 11-7/8" 2-8d T_8d_ =-d 5-8d '.. 16" 2-8d 6-8d BCI 90se 1 7-7—/9- - ff-I 14" 15_16d 5-16d ' d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf 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 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls quire additional consideration. re MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) — J 1� 1% % ><:I I 'ASf / F_ HOLES A ROUND HOI E 1 6" 6" 0 NOT CUT CANTILEVER LARGER THAN 1)12" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2., CA 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. Backer block (12" wide min.) N%Q Nail with 10- 1 Od nails. , Install fight to,top flange. J( Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap "k Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top bottom ange 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 0 6 X Joist D depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 1 Od GIRDER TRUSS X PLATE 5/8"D THRU BOLT 2"x BUILT UP COLUMN SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULIEFOR :_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ SEE PLAN FOR---' FOUNDATION INFO 40 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 AT MID SPAN SIMPSON I w/ (118) 1 Od NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION 40TE: JPLIFT VALUE S BASED ON ).P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4' _0" CIENETERED @ PIPE PENETRATION� GRADE A PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CIENETERED @ PI�E PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 6 z SEE FIND. PLN. SIZE & R PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIP PENETRATION PLUMBING LINE E: /4/ 4 I EE Im Ill= SEE FND. PLN. SIZE & REINF. ow NN I ,tk1RANJ/r /// N IV % ��62 -X 623 15 0, ;0% A"t ORID 6-o t & NAL _1� ;lox 1z, t cc w:5 ou z tz _J 0 < z 20 w 0 25 0 ! u � >. P - 81 Z9 0 UJ z 5 6 > z w S z 0 >Rag <z < <z I z i T Z 1_1;� wz W 0 < . M zw Ln _0 w- '0 , = CC w C) .2 w 3 zw <z LL u In z M z a � wx o< w 0 uj z z -0 �- 9 LU w tz UJ a,, Ln cc 00 r_4 r14 t.0 C14 ko rn C4 M W _J C) Ln co oo . 1-4 'M '0 — U ft U 0 �! Ln ,, Uj Uj Li z ro-0- a: C� :� 2 6 2� nam Ui 1_� C, MLn MCM LU (A W 0 uj z W_ 0 X 00 3r :r Lu _j W C-4 W Cz' '=- < z 0 0 > > U UJ FJ uJ ID _j �_ r,: X Z r, 3: LU < W C) co LA z 0 < > C:) CD N 0 :L, c) z > V) r*�- f0 Lf) < M V_ 0 En L_ N cu -2 Ln I-U_ z U fu 0. 00 E — z 3: W z C:) LU C) _J mi U) UJ U) UJ 0 z SCALE AS NOTED DATE 03-11-2019 SHEEr NO. SN 1