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- - - - - - - - - - - - - - - - IMP50N 5PH4/b/a OR UNLE55 NOTED OTHERW15E, (2) 5IMP50N 5DW05600 AT A MINIMUM ALL FROM 5TUD TO TOP PLATE UN5PECIFIED FRAME To L - - - - - - - - - - - - - - FRAME CONNECTION5 5HALL CON615T OF (3) 0,131"X3-1/2" ENE) NAIL5 OR TOENAIL5. ATTACH PLIE5 PER 411 ,A 5IMP50N M5TGM 60 MAY 5IMP50N HTT4 W1 5/6" DIA BE 5UB5T1TUTED FOR AN A.B. (WHEN 4-&TUD CORNER All, IWI HTT4 WHERE LOCATION OCCUR5 ON 70P OF GIRDER OR F ALIGN5 WITH A FILLED CELL. OR FRAME. ATTACH W/ (2) 5IMP50N M6TA3& 5TRAP5.) NOTE: U5E 4-5TUD CORNER 5HOWN FOR 2x4 FRAME. FOR 2x& OR 2xE FRAME, A 3-5TUD CONFIGURATION MAY BE U5ED, 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 l/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 UNIT BRACKET /-A/C (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. 101-01, TANK -LESS W/H H C G 000 CORNER OF HOME 51-011 < 0 C) GARAGE SIDE STUB -OUT FOR � 1'-0" L I = GAS METER 0 01 0 Lo 0 CN M Al- - - - - - - 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 HILLSIBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16" 0. C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2l'X 4" @ 24" O.C. F-1 (2) 16d TOENAILS 2" X Ul @ 24"O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151-411 (1) SIMPSON HTS20 OR (3) l6d TOENAILS �T 0 EUN AL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). So THERN YELLOW PINE, 55 PSF LOADING (1) 5IMP50N M5TA3& RUNNING ALONG THE EXTERIOR 51DE OF THE TOP PLATE CENTERED AT CORNER. ALONG THE 'OF PLATE - B AF MAY BE APPLIED OVER 5H T r 5PEATHING. 0 13 0.131 x 3" COMM. AT I(o` oc. LU J co < 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . X . . . . . . . . . . . . . . 4- + + 4 - . . . . . . . . 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . �0 .. . . . . . . . . . . . . . ... . . . + . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + + 1-01. (TyP.) 0"'T yp, + + 00, 6-0" - 01 +44 + ++ + + .40 01 6'-0" + 4 + + + + + + + + 4 + + <-� + -1 + + + +10 . . + - + —+ + 4 + + + + + + + + %. + + 4 . I I + + + . . . + + + + + + + + . . . . . . . + 9 /++ ++ . . . . . . . + + + + + + + . . . . + + + . . . . . . . + + + + + + + + + 4, + + ....... 4- 4. 4- + + `RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB OU MNU Or-YAPM IMMILO �LU V V.U. F-LJUF-,D CX 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 rrO �11 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'5Joist 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 1.811.7 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 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90' HOOK BOND BEAM F - F ....... LU . , CONT. #5 STD. 90' > CONT. #5 7- BAR HOOK .... .... BAR i . I E: #5 CONT. ...... ..... . ... I 1 11 � 11 1 ROM T =F 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 00 TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts fro STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. I I 1/8" min. 2" min. Small gap 2" " 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 4" max max. 4 max. Web Stiffener rastener Schedule Joist Bearing ocation Series I Depth I End Intermediate BCI 5000s� 9-1121, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000so BCI 6500s@ 9-1/2" 2-8d 2-8d 11-7/81, 2-8d 3-8d —14- 2-8d 5-8d 16" 2-8d 6-8d BCI 60s8 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 1 1'-7'9" 3-16d 3-16d 14" 1 5-16d 5-16d 16" 1 6-16d 6-16d 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 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. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer = 1900 plf max. along bearing wall BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearin wall must stack Use 3" (1 Od) nails at 6" o.c. Load bearing walls Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or t7 Plumbing beam below Load bearing wall must stack over *Non -stacking walls over squash=20 blocks and I require additional wall or beam below.* blocking and wall or beam below.* k� Joist consideration. Check When joists meet over wall, provide - local building 1/16" 1-13/4" minimum bearing for each. I -Joist can be offset --- 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 STAIR INFO. IF CONC. PLAN FOR MORE INFO. 2" STAIRS FORMED & 4 POURED W/ (1) #5 1 EACH STEP I I I FOR 2'-0" TALL STEM z -_I � I < " co PLACE #5 VERTICAL@ 8'-0 LU O.C. MAX. AND FOR 3-0" U) TALL STEM WALL PLACE #5 VERTICAL @ 64" O.C. MAX. @ EACH CORNER & COLUMN. SEE PLAN FOR 11-11 MORE INFO. & COLUMN LOCATIONS �01 (2) #5 BARS CONT. 16" LARGE STEP DOWN r�ci� SCALE: 3/4"=V-0" � �Nl Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails require additional consideration, SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D NOCKOUT EXEMPTS) (see table below) D (see table below) t (.0 ME 10 J= 1 1% 1% A 1Y2" ROUND HOLE MAY 1�0 NOT CUT HOLES BE CUT ANYWHERE IN THE WEB. PROVIDE AT CANTILEVER THAN 1Y2" In M /UIIILJ IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN li/2" 8 1 '-0- 1 V-11 - V-2- 1 V-2- 1 V-W I'-X' I I t-7- V-11 1" 1 2'-4- 2-9- V-2- 3l-7- Any 16" 16ist Span (ft) 12 1 '-0- 1 V-1 - 1 �-2- 1 V-2" -1'39�"X4" 2l-I 1" 3!-7" 4l-2" 41-9" 5-4- 16 V-0" V-11" 1�-2" V-2' V-7" 2-5" 3�-2" W-10" 4-9" 5�4' 6'4' r-2- 20 V-0" V-11" 11�-2-1 V-2- 2'-0" 3'-0" 4'-0" 4!-10" 5l-11" 6�-111" 7l-11" W-1 1" I 'A 7, 1 �-2- V-'A" 2!-5" , 3�-7" W-9" 5!-10- 7!-2- 8-4- 9'-6- 10'-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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 THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF 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. 1Y2" 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. ��Install tight to top flange. J( �400� 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 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of topflange with to top of bottom flange with flange. flange. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top Web stiffner as anger flange is laterally supported by joist hanger. doesn't meet Web stiffeners are not required when top required if h height requirements 7 0.6 X Joist : Tdepth I -JOISTS BUCKETS N.T.S. SIMPSON MGT L11 w/ (22) 1 Od �GIRDERTRUSS NAILS TYP. 2"x TOP I PLATE P I 5/81 L 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 SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL -INA X TV RIM= SLEEVE THRU STEM-/ SEE PLAN FOR FOUNDATION INFO F— STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR 'LLA/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/ (18) 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 N TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION 7� 4 SEE FND. PLN. SIZE & REINF. 12- BELOW GRADE PIPE VERTICAL THRU FND. s x 4'-0" PVC OR SCH40 SLEEVE TOP (2) #5' CENETERED @ PIPE PENETRATION I IF PLUMBING LINE 4 21 SEE FND. PLN. 7� 1 SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETER PENETRATION PLUMBING LINE Fl- ED @ PIPE 41 4 SEE FND. PLN. 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