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F- - - - - - - - - - - - - - --- L— — — — — — — — — — — — — — - J (1) 5IMP50N MSTA36 RUNNING ALON6 THE EXTERIOR SIDE OF THE THE TOP PLATE CENTERED AT CORNER P MAY BE APPLIED OVER 5HPIZ EATHING. L 1131 —0,131 x 3" COMM, AT 16" IMP5O1N 5PH4/&/8 OR UNLE55 NOTED OTHERWISE, (2) IMP50N 5DWG15600 AT A MINIMUM ALL FROM STUD TO TOP PLATE UNSPECIFIED FRAME TO FRAME CONNECTION$ SHALL CON515T OF (3) 0.131"X3-1/2" END NAILS OR TOENAILS. ATTACH PLIES PER 1/55" -A SIMPSON M5TCM 60 MAY 5IMP50N HTT4 W1 5/6" DIA BE SUBSTITUTED FOR AN A.B. (WHEN 4-5TUD CORNER 'M A,3' ' IH L A :7 �A HTT4 WHERE LOCATION OCCURS ON TOP OF GIRDER 0 FF R _A LIGIN5 WITH A FILLED CELL. OR FRAME. ATTACH W1 (2) M 51 ; P SIMPSON M5TA36 STRAPS) NOTE: USE 4-5TUD CORNER SHOWN FOR 2x4 FRAME. FOR 24 OR NO FRAME, A 3-5TUD CONFIGURATION MAY BE USED. EXTERIOR FRAME BEARING WALL CORNER DETAIL SCALE: N.T.S. INSULATION REQ. LOCATION R-VALLIE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2XIS 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 11 * A/C UNIT HOLD DOWN SCALE: N.T.S. 101 -091 TANK -LESS W/H "MMW H C G CORNER OF 000 HOME 5'-011 GARAGE SIDE '0 i C-6 STUB -OUT FOR C) a -1 GAS METER 0 0 1 Lo 0 C,4 — — — — — — — — — — — — — 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" A SN1 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.-811 (2) 16d TOENAILS 2" X 8" @ 16' O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 191-31' (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-611 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111.01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'41 1 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154.4" 1 (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 . . . . . . . . . . . . N . . . . . . . . . . . . . . 4. + + 4 . . . . . . . . 9 . . . . . . . . . . . . . . . . + + . . . . . . . . . .. . . . . . . . . . . . . . + + + 4 . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + 4 + I -01, (TYP.) P` + + 01 64' 01 + 10 + Of 6-4- + + 4 + + + + + + + + + + + + + + + < + + 4 . . . . + + + + + 4 + + + + + + + + + A + + 4 . . . . + + . . . . . . + + + + + + + + + + + + + ++ 1 . . . . . . . . . . . + + . . . . + + + . . . . . . + + + + + + + + + 4- 4, + + +K+ + + + +++ 4. 4- 4_ 4. + Oli \--RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSIB OU �111� �1 IMMN llnl�Q �W V W.Na. �U%J�O CK 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 'GUN NAILS MA ff6_R8_dRING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL Y 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 1.8/1.7 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 blockin 1/8" gap FILL CELL---� STD. 900 HOOK BOND BEAM CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO ONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTI ON _00,� o TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI ASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE S OLID BLOCKING TO MATCH Solid block all po ts from # OF 2nd FLOOR above to bearing elow. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min 2" min. 2" * I Small gap " max. 4 max. Clinch nails Im when 1� possible 1) Support back of web during nailing to prevent damage to web -flange connection. ight fit 2) Block solid between joists for full length of span. T 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/PIywood/OSB web stiffener 2" min. 4" max. required when indicated or 16" 6-16 ONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. 2x C 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 =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional w wall or beam below.* consideration. Check local building --- 11/16" code for appropriate details in 1--One 10d box areas=20 of high or--11 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum)--/ Bearing wall, Versa -Lam LVIL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I lea T' I I nril nnile nt A" n r %To' Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D I(see table below) higher than 15001b. Web Stiffener Fastener Schedule Joist Bearina Series I DeDth L ation I End Intermediate @ BCI 5000s 9-1/2" 2-8d 2-8d 7 1-7/8" 2-8d 3-8d —2 77 5- d _77 BC16000s @� BCI 6500se 9-1/2" 2-8d 2-8d 11 -7/8" 2- d 3-8d = 2-8d I 5-8d 16" 2-8d 6-83--- 13CI 60se 11 2-8d 3-8d = =-d 5-8d 16" 2-8d 6-8d BC1 gose i 14" 5-16d 5-16d d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plul 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 FF " Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. bt UU I ANYVVtltKt IN THE WEB. PROVIDE AT CANTILEVER LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2" NOTES: 00 NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 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. J( Backer block (12" wide min.) Nail with 10- 1 Od nails. ��Install fight toltop flange. qw, Filler block. Nail with 10-1 Od 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 tight 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 requirements 0.6 X Joist depth 0 t I_ I —JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 10d NAILS TYP. GIRDER TRUSS 2"X TOP PLATE 5/81 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 WN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM I T7 SEE PLAN FOII :,q": FOUNDATION INFO Ir STEM FOUNDATION GRADE REINF. SEE PLAN F 4 r "i X 4 5 X --77=7 4 ,Ill. I 1�, =__j1J1L1`L - _11111 L I A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION AT MID SPAN SIMPSON 1 w/ (18) 1 Od NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION 40TE: JPLIFT VALUE S BASED ON 3.P.F. LOCATION OF SECOND H10A (WHEN R UIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE PENETRATION 4 4 43 L 0 7 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, I 1=1 I S I k�l I III 117-dil. . -:�I I -_-. IE < 4 1=1 I I IP�_, III= =1 I :: --- _f 1'. 1, SEE FND. PLN. SIZE & REINF. N . ..... - : Co �L_:z . UJ < to VO -Z Gj co I I It%%0' UW a a'. >_ zs 011 z t: z z V, 0 02Z 0 � ;� -. S? 2 z a L, 5 8 � 15 25 u F- Qz 2 5 < 25 F- 0, z Ln IX P 2em- z -Z W- 0 cc — z- <z - LL wo U V) z rA z WM-C �3 0 >.Wo. -0 zz _J - �= CL r UJ t= 0 00 r_1 kO r-4 rn N en 0 Ln 00 1 Cn LD 4 U Lq mm Uj Uj ME z :5 Im" a: < _r MM Sm MC L"UJ L-n: 21 LO UJ U, Z ot 0 00 Z5UJ _J r4 0 u- < UJ z z �� m 0 La 0 , , W 00 _J _J X D U., z UJ z 0 < > 0 0 Z N 0 (V r�, CD 1_4 z > (Al M M Ln :9 in. V) L_ 1- W N cu 0 Ln z fn C)� U CL 00 < § E z W z C) UJ C:) _J UJ 1"',_ 0 U) z UJ -::) U) SCALE AS NOTED DATE 01-17-2019 SHEET NO. SN 1