HomeMy WebLinkAboutBlueprints and elevationsTOM M. SULLIVANP.B.D. Cert. No. TN-103PERMIT SET
TOM M. SULLIVANP.B.D. Cert. No. TN-103PERMIT SET
IRC BRACING &
WIND SPEED LESS THAN 110 MPH 7810SEISMIC DESIGN CATAGORIES D11 WOOD SPECIESSPRUCE-PINE-FIRSOUTHERN PINE/DOUG FIRTABLE BASED ON A MAX. ROOF SPAN OF 40' PLUS A 2' OVERHANG WITH RAFTEROR TRUSS MAX. SPACING OF 24" O.C.BLOCKING BETWEEN RAFTER/TRUSS NOT SHOWN FOR CLARITY - SEE DETAIL #1090 MPH WIND100 MPH WIND< 110 MPH WINDH2.5AH8 OR H10H8 OR H10H2.5AH8 OR H10H10 OR MTS12RAFTER OR TRUSS TO TOP PLATE CONNECTORSSIMPSON H2.5ASIMPSON H8OF THE FASTENERS INEACH END OF THE STRAP)14-10dx1 1/2(TOTAL-INSTALL HALF16-8dx1 1/2(TOTAL)10-10dx1 1/2(TOTAL)10-8dx1 1/2(TOTAL)SIMPSON H10WOOD SPECIESSPRUCE-PINE-FIRSOUTHERN PINE/DOUG FIRSTUD TO TOP PLATE CONNECTORS SHALL BE INSTALLED ON THE SAME SIDE OF THE WALL AS THERAFTER/TRUSS TO TOP PLATE CONNECTOR.90 MPH WINDRSP4TOP PLATES TO STUD CONNECTORSCONNECTOR SPACING16"32"48"H2.5AH2.5AH8SP4RSP4100 MPH WINDRSP4CONNECTOR SPACING16"32"SP2 OR RSP4< 110 MPH WINDH2.5ACONNECTOR SPACING16"H2.5A32"WOOD SPECIESSPRUCE-PINE-FIRSOUTHERN PINE/DOUG FIR90 MPH WIND4FLOOR TO FLOOR (STUD TO STUD) CONNECTION CONNECTOR SPACING16"32"48"668104100 MPH WINDCONNECTOR SPACING16"32"810< 110 MPH WIND8CONNECTOR SPACING16"632"1214WOOD SPECIESSPRUCE-PINE-FIRSOUTHERN PINE/DOUG FIR90 MPH WINDRSP4 STUD TO BOTTOM PLATE100 MPH WINDSTUD SPACING16" 32"48"SP1RSP4STUD SPACING16"32"SP1< 110 MPH WINDSP1STUD SPACING16"32" SP4/SP6SP1 SP4/SP6SP1SP1RSP4 RSP4RSP4 RSP4 WIDTH OFOPENING (ft.)4390 MPH WIND4HEADER STUD STRAPS AT EACH END OF OPENINGSWOOD SPECIES SOUTHERN PINEOR DOUGLAS FIR SPRUCEPINE FIR666100 MPH WIND6WOOD SPECIESSPRUCEPINE FIR8810< 110 MPH WIND8WOOD SPECIESSPRUCEPINE FIR1010128681210128 (X2)8 (X2)10 (X2)10 (X2)12 (X2)(TOTAL NUMBER OF 10X1 1/2" NAILS FOR THE CS20 COIL STRAP)SIMPSON SP2SIMPSON SP4SIMPSON RSP4SIMPSON SSPSIMPSON RSP4SIMPSON SP1SIMPSON SSPSIMPSON SP4/SP63-10dx1 1/2(EA. SIDE OF STUD)12-10d(TOTAL)8-8dx1 1/2(TOTAL)7-10dx1 1/2(TOTAL)3-10dx1 1/2(EA. SIDE OF STUD)10-10d(TOTAL)8-8dx1 1/2(TOTAL)5-10dx1 1/2(TOTAL)STUD SPACING REFERS TO MAXIMUM ON-CENTER SPACING OF STUD CONNECTED TO SILLSSP MAY REPLACE A RSP4 CONNECTOR IN THE TABLE ABOVESTUD TO STUD CONNECTOR SPACING SHALL CORRESPOND TO PLATE TO STUD CONNECTOR SPACING.INSTALL HALF OF THE SPECIFIED NAILS IN EACH END OF STRAP.64TOTAL NUMBER OF 10dx1 1/2" NAILS FOR THE CS16 COIL STRAP SOUTHERN PINEOR DOUGLAS FIR SOUTHERN PINEOR DOUGLAS FIR SIMPSON RBC W/ (6)10d X 1 1/2" COMMON NAILS @ 48" O.C.SIMPSON LTP4 @ 48" O.C.OR LTP5 @ 36" O.C. FRAMING DETAILS 16d NAIL AT 12" O.C.ORIENTATION OF STUD MAY VARYSEE FIGURE R602.3(2)8d NAIL AT 6" O.C.(ALL PANEL EDGES)8d NAIL AT 12" O.C. ON ALLFRAMING MEMBERS NOT ATPANEL EDGESWOOD STRUCTURAL PANELINSTALLED IN ACCORDANCEWITH TABLE R602.3(1)8d NAIL AT 6" O.C. ON ALLFRAMING MEMBERS AT PANEL EDGES AND 12" O.C. ON ALLFRAMING MEMBERS NOT AT PANEL EDGESGYPSUM WALL BOARD INSTALLED INACCORDANCE WITH CHAPTER 7WOOD STRUCTURAL PANELINSTALLED IN ACCORDANCEWITH TABLE R602.3(1)ORIENTATION OF STUD MAY VARYSEE FIGURE R602.3(2)GYPSUM WALL BOARD INSTALLED INACCORDANCE WITH CHAPTER 716d NAIL AT 12" O.C.INSIDE CORNER DETAILOUTSIDE CORNER DETAIL56d COMMON NAILS @ 6" O.C. AT EACH PANEL EDGE6d NAILS AT 12" O.C.AT INTERMEDIATESUPPORTS2X BLOCKING AT HORIZONTAL PANELEDGES (AS NECESSARY)7/16" EXTERNAL RATED OSB SHEATHING OR EQUIVALENTWALL HEIGHT (PER PLAN)MIN. 4'-0" WIDE1SIMPSON BP1/2-3 PLATE WASHER REQ'D AT EA. ANCHOR BOLT OR TITEN HD(SEE DETAIL #17)1/2"Ø ANCHOR BOLTS W/ MIN. 7" EMBEDMENT OR EQUIVALENT(SEE DETAIL #17)6USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE CODE REQUIRED MINIMUM CENTER TO CENTER SPACING FOR NAILSPROVIDE MINIMUM1 5/8" END DISTANCEEQUAL NUMBER OF SPECIFIED NAILS IN EACH ENDCUTLENGTHCLEARSPANENDLENGTHENDLENGTHSIMPSON STRONG-TIECS COIL STRAPSTUD TO STUD CONNECTOR SPACING SHALL CORRESPOND TO PLATE TO STUD CONNECTOR SPACING.INSTALLATION NOTES:1. INCREASE NAILS TO 10d COMMONS IF NAILING THROUGH SHEATHING INTO FRAMING.2. NAILS NEED ONLY BE INSTALLED THROUGH HOLES IN STRAP INTO STUD. NAILS NEED NOT BE INSTALLED INTO PLATES AND BAND JOIST (CLEAR SPAN)3. INSTALL HALF OF THE SPECIFIED NAILS IN EACH END OF STRAP INTO STUDS.4. INSTALL COIL STRAPPING AT THE SAME SPACING AND ON THE SAME STUD AS STUD TO TOP PLATE CONNECORS.5. STRAP CUT LENGTH IS EQUAL TO 2X END LENGTH PLUS THE CLEAR SPAN.15UP TO3/4" GAPUP TO3/4" GAPINSTALL HALF OF THE SPECIFIED NAILS IN EACH END OF STRAP.WHERE TWO STRAPS ARE REQUIRED A MINIMUM OF TWO JACK STUDS SHALL BE INSTALLED.ROUND UP FOR OPENING WIDTHS BETWEEN THOSE LISTED.PROVIDE 1 5/8" MIN. END DISTANCETO 1STFASTENERKING STUD ADJACENT TO HEADER SHALL BE CONNECTED TO TOP PLATE PER DETAIL #7 BASED ON 16" STUD SPACINGRAFTER/TRUSS SHALL BE CONNECTED TO HEADER PER DETAIL #14(SP4 FOR 2X4 STUD)(SP6 FOR 2X6 STUD)10 (X2)8 (X2)12BLOCKING BETWEENRAFTER OR TRUSSOPTION 1OPTION 2LTP INSTALLATION NOTES:1. USE 8dX1 1/2" COMMON NAILSWHEN ATTACHING DIRECTLYTO FRAMING MEMBERS2. USE 8dX2 1/2" COMMON NAILSWHEN NAILING THROUGH 1/2"THICK PLYWOOD OR OSB16" O.C.19.2" O.C.24" O.C.RIDGE STRAP CONNECTION AT EACH RAFTERWOOD SPECIES12SIMPSON LTP4 @ 48" O.C. OR LTP5 @ 36" O.C. LTP INSTALLATION NOTES:1. USE 8dX1 1/2" COMMON NAILS WHEN ATTACHINGDIRECTLY TO FRAMING MEMBERS2. USE 8dX2 1/2" COMMON NAILS WHEN NAILINGTHROUGH 1/2" THICK PLYWOOD OR OSB9SPRUCE-PINE-FIRSOUTHERN PINE/DOUG FIRMSTA24MSTA18LSTA18MSTA24MSTA21LSTA18RAFTER SPACINGTABLE ASSUMES SINGLE 2X NAILER AND CENTER 4 NAIL HOLES ARE NOT FILLED.INSTALL LSTA18 AND MSTA18 W/ 5-10d NAILS IN EACH END OF STRAP; INSTALLMSTA21 W/ 6-10d NAILS IN EACH END OF STRAP; INSTALL MSTA24 W/ 7-10d NAILSINTO EACH END OF STRAP. 1318CS20 COIL STRAP W/ 7-10dX1 12" NAILS OR 8-8d NAILS EACH ENDOF STRAPGABLE BRACE CONNECTOR (GBC) SPACING (INCHES O.C.)8'10'12' SOUTHERN PINEOR DOUGLAS FIR SPRUCEPINE FIR WALLHEIGHT90 MPH100 MPH<110 MPH90 MPH100 MPH<110 MPH90"72"60"76"62"50"72"58"48"60"48"40"60"48"40"50"40"34"1614GYPSUM BOARD CEILING GABLE ENDWALL BRACE8'10'12'MINIMUM SIDEWALL & CONTINUOUS BRACE LENGTHREQUIRED (L) PERPENDICULAR TO THE GABLE END WALLHEIGHT90 MPH100 MPH< 110 MPH22'-3"27'-9"33'-4"27'-6"34'-4"41'-3"33'-3"41'-4"49'-9"BRACING REQUIRED ON GABLE ENDS ONLY.ROUND UP TO NEXT TALLEST WALL HEIGHT FOR THOSE NOT LISTED.SPACING OF GBC CONNECTOR SHALL BE ALONG THE GABLE ENDWALL ROUND UP TO NEXT TALLEST WALL HEIGHT FOR THOSE NOT LISTED.CRIPPLE STUDSUNDER HEADERDO NOT REQUIREUPLIFT CONNECTORS1/2"X10" SIMPSON L-BOLT,1/2"X6" TITEN HD, ORRFB#4X7 W/ SET EPOXYEACH SIDE OF KING &JACK STUD AS SHOWNSEE DETAIL #16 FOR KING AND JACK STUD TO FOUNDATION CONNECTION2. CONNECT BOTTOM OF EACH JACK STUD STRAPPED TO HEADER W/ A SIMPSON SP4 (2X4 STUD) OR SP6 (2X6 STUD) STUD TO PLATE CONNECTOR1. CONNECT BOTTOM OF KING STUD ADJACENT TO HEADER W/ A STUD TO PLATE CONNECTOR PER DETAIL #9 BASED ON 16" STUD SPACINGKING & JACK STUD CONNECTION TO SILL PLATE:NOTE: NUMBER OF KING AND JACK STUDS SHALL BE DETERMINED BY OPENING SIZE AND LOADING CONDITIONSPACE CRIPPLE STUDS 16" O.C. MAX. AND ATTACH EACH CRIPPLE STUD TO TOP PLATES AND TO HEADER W/ SIMPSON H2.5A.ATTACH EACH RAFTER/TRUSS TO HEADER W/ LTS18 FOR 90 & 100 MPH WIND SPEEDS AND MTS18 FOR WIND SPEEDS BETWEEN 101 AND 110 MPH.HEADER TO JACK STUD SHALL BE CONNECTED PER DETAIL #15KING STUD TO TOP PLATES SHALL BE CONNECTED PER DETAIL #7KING STUD TO TOP PLATES SHALL BE CONNECTED PER DETAIL #7HEADER TO JACK STUD SHALL BE CONNECTED PER DETAIL #15UPLIFT CONNECTORS WHEN CRIPPLES OCCUR ABOVE HEADERSUPLIFT CONNECTORS WHEN HEADER IS INSTALLED DIRECTLY UNDER DOUBLE TOP PLATESSIMPSON MTS12USE BP1/2-3 W/ L-BOLTAND RFB ANCHORSUSE BP5/8-3 W/ TITEN HDANCHORSTB27Simpson Strong-Tie16"CENTERS2x8OR2x10LTB40Simpson Strong-TieTENSION BRIDGING FOR I JOIST9 1/2"10"11 7/8" JOISTDEPTH12" O.C.16" O.C.19.2" O.C.19.2" O.C.TB20TB20TB20TB27TB27TB30TB27TB27TB30TB27TB27TB3012"TB20TB27TB27TB3014"TB27TB27TB27TB3616"TB27TB27TB30TB3618"TB27TB30TB30TB36JOIST SPACINGTENSION BRIDGING FOR SOLID SAWN LUMBER2X82X12JOIST SIZENCALENGTHNCA2X8-1211 9/16"TB2020"TB20TB20TB27TB27TB27TB36BRIDGING MODEL NUMBER JOISTSPACINGTBLENGTHLTBNCA2X10-12NCA2X12-12NCA2X8-16NCA2X10-16NCA2X12-162X1012 1/2"13 5/8"20"20"12" O.C.12" O.C.16" O.C.12" O.C.2X82X122X1016" O.C.16" O.C.15 1/4"15 13/16"16 7/8"27"27"27"2X1024" O.C.36"TB362X1224" O.C.36"------------LTB20 OR 40LTB20 OR 40------------------INSTALLATION NOTES:1. SUPPORT FLOOR JOISTS W/ A DEPTH-TO-THICKNESS RATIO OF SIX OR MORE WITH BRIDGING AT INTERVALS NOT EXCEEDING 8'. IF SPAN IS GREATER THAN 8', INSTALL ON 2X8 OR LARGER JOISTS. IF SPAN IS GREATER THAN 16', USE MORE THAN ON PAIR.2. TENSION BRIDGING WORKS ONLY IN TENSION AND MUST BE USED IN PAIRS.3. INSTALL BRIDGING TIGHTLY; LOOSE INSTALLATION MAY ALLOW FLOOR MOVEMENT.4. NCA MAY BE INSTALLED BEFORE OR AFTER SHEATHING, FROM THE TOP OR BOTTOM. SIMPLY LOCATE THE BEND LINE APPROXIMATELY 1" FROM THE JOIST EDGE.5. NCA HAS NAIL HOLES IN ONE END FOR USE IF A PRONG IS BENT DURING INSTALLATION. FULLY SEAT NAILS IF THEY ARE USED; OTHERWISE, THEY MAY LEAD TO SQUEAKS.6. TB REQUIRES (2) 10dX1 1/2" FASTENERS PER END.7. LTB REQUIRES (2) 6d COMMONS PER END.L6'PLAN VIEWATTACH 2X BRACE TO BLOCK W/ (9)10d COMMONSFASTEN 2X BLOCK TO ROOFSHEATHING W/ (6)10d COMMONSEVENLY SPACED ALONG BLOCKIN ADDITION TO REQUIRED ROOFSHEATHING FASTENERSFASTEN BRACE TO BLOCKW/ (6) 10d COMMON NAILS2X4 MIN. DIAGONAL BRACE INSTALLED BETWEEN 40-45 DEGREESTO THE HORIZONTAL2X MIN. BLOCKBETWEEN TRUSSOR RAFTERSNOTE: SPACING OF HGA10 CONNECTOR MAY BE INCREASED BY A FACTOR1.5 IF BOTH DOUBLE TOPPLATES AND TRUSS IS SOUTHERN PINE LUMBERFASTEN EACH END OF2X BLOCK TO TRUSSOR RAFTER W/ SIMPSONA23 FRAMING ANGLESIDEWALLGABLE END FASTEN GYPSUM BOARDTO 2X NAILER W/ 5d COOLERNAILS @ 7" O.C.FASTEN GYPSUM BOARDTO FRAMING W/ 5d COOLERNAILS @ 10" O.C.2X CONTINUOUS BRACESHALL BE SPACED 6' O.C.FASTEN 2X BRACE TOFRAMING MEMBERSW/ (2)10d NAILSFASTEN 2X NAILER TO DOUBLETOP PLATE W/ 10d COMMONNAILS @ 6" O.C.INSTALL SIMPSON A23 FRAMINGANGLE EACH SIDE OF BLOCKTO END OF 2X NAILERSIMPSON GBC CONNECTORSEE TABLE FOR SPACINGSIMPSON HGA10CONNECTOR W/ THEFOLLOWING SPACING:90 MPH WIND: 68" O.C.100 MPH WIND: 54" O.C.110 MPH WIND: 45" O.C.TRUSS TOP CHORDOR ROOF RAFTERGABLE ENDWALLTRUSS *****USE MTS12 WHERE RAFTER AND STUD LINE UP (4'-0' O.C. MAX)MTS12SP2 OR MTS12SP4 OR MTS12SPH4 OR MTS12INSTALL STUD TO BOTTOM PLATE CONNECTOR ON SAME STUD AS TOP PLATE CONNECTORRIDGE STRAPPER TABLERIDGERAFTERFASTENERS NOT REQUIRED HERE1 8/22/06 THD & RFB SPEC CHANGED ON
DETAIL # 3
2 8/29/06 CONT. SHEATHED DETAIL REMOVED
DETAIL 2B ADDED WOOD STRUCTURALPANEL2 8/29/06 ANCHORAGE SPEC ON DETAIL #2,
3, & 4 WERE CHANGED17(Use one of the options below)MIN. ENDDISTANCE1/2" CODE PRESCRIBED ANCHOR BOLT & ALTERNATE SILL PLATE ANCHORS1/2"X10" L-BOLT(LBOLT50100)SIMPSONBEARINGPLATE1/2"X6"TITEN HD1/2" ANCHORBOLTMINIMUMEMBEDMENTDEPTHTABLE ASSUMES 2500 PSI MIN. CONCRETE.MAX. EDGE DISTANCE SHALL BE 12" FROM THE END OF EACH PIECE OF SILL PLATE.SIMPSON BP1/2-3HDG SHALL BE USED WITH SIMPSON L-BOLT & RETROFIT BOLT; USE BP5/8-3HDGWITH TITEN HD.SIMPSON RETROFIT BOLT SHALL BE INSTALLED WITH SIMPSON SET ADHESIVE.CONSIDER HOT DIPPED GALVANIZED FINISH ON L-BOLTS IN CONTACT WITH PRESSURE TREATED WOOD.*4'-0" O.C. FOR MEMPHIS & SHELBY COUNTY (IRC ORDINANCE 301.2.2.3.8.1 & 2)90 MPHMAX. SPACINGREQUIREMENTS7"6'-0" O.C. *3 1/2"RETROFIT BOLT(RFB#4X7)------MASZ4 1/4"8 1/2"1/2"X6" TITEN HD(THD50600HMG)4 1/4"8"SIMPSON ANCHORMODELRFB#4X7MASZ2x sill6'-0" O.C. *6'-0" O.C. *5'-0" O.C. *6'-0" O.C.6'-0" O.C.5'-0" O.C.5'-0" O.C.32" O.C.100 MPHMAX. SPACINGREQUIREMENTS< 110 MPHMAX. SPACINGREQUIREMENTS32" O.C.32" O.C.20" O.C.2346d COMMON NAILS @ 6" O.C. AT EACH PANEL EDGE6d NAILS AT 12" O.C.AT INTERMEDIATESUPPORTS2X BLOCKING AT HORIZONTAL PANELEDGES (AS NECESSARY)1/2" GYPSUM 10'-0" MAXIMUM HEIGHT LIMITATION
(REFERENCE IRC SECTION R301.3 FOR EXCEPTION)MIN. 4'-0" WIDESIMPSON BP1/2-3 PLATE WASHER REQ'D AT EA. ANCHOR BOLT OR TITEN HD(SEE DETAIL #17)1/2"Ø ANCHOR BOLTS W/ MIN. 7" EMBEDMENT OR EQUIVALENT(SEE DETAIL #17)WOOD STRUCTURALPANEL**- REFERENCE IRC SECTION R602.10.4.2*SILL PLATEDOUBLETOP PLATE