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1739 ATLANTIC BEACH DR - STRU DWGS DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS NOTES 3,4 ST-2......................FOUNDATION PLAN, Building Code X 2 CS1 8 (9) 10d COMMON EACH END OF STRAP ST-3..... ................1ST LEVEL STRUCTURAL FRAMING PLAN 2010 Florida Building and Residential Codes w (D STUCCO AND DIRECTLY MIN 1V32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR Cl,,"24/16 (NOTES 1,2,3) Y2"0 x 4 V EMBED EPDXY OR SCREW ANCHOR ST-3A....................1ST LEVEL ROOF FRAMING PLAN 9 z ADHERED INSTALLED HORIZONTALLY)W/8d COMMON:6"O.C.AT PANEL EDGES, 12"O.C. IN THE ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) Code for Design Loads w T LU I- (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ANSUASCE 7-10 < MTS12 (7) 10d x I Y2"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) X UJ (NOTES 1,2,3) 1/8"0 x 6"EMBED ANCHORIN CONCRETE ST-5.......................TYPICAL WALL SECTION SHEET ui M ROOF LOADING'...............................................Cd 1.25 _j co MIN�16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL ST-6......................SECTIONS AND DETAILS < ALL OTHER VENEER W/8d COMMON:6"O.C.AT PANEL EDGES,6"O.C. IN THE FIELD(UNBLOCKED HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-7......................SECTIONS AND DETAILS IF APPLICABLE) E TOP CHORD LIVE LOAD.... .............................20 PSF 2 (NOTES 1,2,3) V 0 x 6"EMBED ANCHORIN CONCRETE MSTA24/MS24 (9)10d COMMON EACH END TOP CHORD DEAD LOAD................................7 PSF CL (NOTE 8) HORIZONTAL PANEL EDGES),6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED BOTTOM CHORD LIVE LOAD HORIZONTAL PANEL EDGES) (20)SDS Y4"x 3" SCREWS IN STUD GROUP 0 ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) HDQ8-SDS3 LEGEND 0 MIN 1%2"32116 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 7/8"DIA.x1 2"EMBED ANCHOR IN CONCRETE MSTA361MS36 (13) 10d COMMON EACH END 0 ATTICS WITHOUT STORAGE.......................10 PSF TILE ROOF 04 Q z PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL (NON-CONCURRENT) Lu - (NOTE 7) LO BOTTOM CHORD DEAD LOAD..... 5 PSF co 8"O.C. IN THE FIELD (38) 16d SINKERS INTO STUDS (11) 1 Od x I Y2"IN TRUSS/RAFTER EOR ENGINEER OF RECORD w STHD14 EW EACH WAY CV 0 w F_ MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION (WET EMBED) HTS20 0 1)1 Od x 1 Y2"IN STUD 0 SHINGLE ROOF OSB ORIENTED STRAND BOARD OR 0 m PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" 't WIND LOADING.................................................Cd=1.60 (NOTE 9) O.C. IN THE FIELD. LTT20B (10) 10d x I Y2"IN STUDS (5)8d x 1 Y2"IN TRUSS WSP WOOD STRUCTURAL PANEL 0 H2.5T/HA8 SYP SOUTHERN YELLOW PINE 00 ASCE 7-10,3S GUST.................................... ...130 MPH FLOOR DECK SHEATHING: 2 (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREW ANCHOR (5)8d x I Y2"IN TOP PLATE SPF SPRUCE-PINE-FUR I BASIC WIND SPEED %2"T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE 14- C EXPOSURE CATEGORY.... ............................. C (NOTE 5) FIELD. (1) (5) 10d x 1 Y2"IN TRUSS CONT CONTINUOUS N BUILDING CATEGORY......•,....... 11 ABU44 (12) 16d COMMON& x 7"DRILL&EPDXY H8 O.C. ON CENTER 04 PORCH CEILING BOARD SHEATHING: MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W1 8d (5) 1 Od x 1 Y2"IN PLATE LSL 1.55E TIMBERSTRAND LSA ENGINEERED LUMBER, 1 3/4"WIDE, UNO. C\I ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C.IN THE FIELD. (3 1/2"WIDE LSL i BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) M 0 _j INTERNAL PRESSURE COEFF........................0.18 "Sw, MIN�116"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W1 8d COMMON: 3" ABU66 (12)16d COMMON& x 7"DRILL&EPDXY TSP (9)'1 0d x 1 Y2"IN STUD LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE U_ C&C DESIGN PRESSURES..............................(SEE TABLE 1) DESIGNATED SHEAR WALLS: O.C.AT PANEL EDGES,6"O.C. IN THE FIELD(UNBLOCKED HORIZONTAL PANEL EDGES), (12"EMBED AT GARAGE DOOR RETURNS) (6) 1 Od x I Y2"IN PLATE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. (NOTE 8) 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). SYS 42 PROPERLY RATED OPEN WEB HEADER Ld FLOOR LOADING..............................................Cd=1-00 HU48, HUC48, (14)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE TOP CHORD LIVE LOAD..................................40 PSF NOTES: HU28-2, HUC28-2 (6)10d COMMON IN BEAM DSP (8)10d COMMON IN STUD/HEADER INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS > TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN'%2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING OUTLINED ON TYPICAL VVALL SECTIONS, DETAIL SHEETS z BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x 3"LONG). HU410, HUC410, (18)16d COMMON IN HEADER 0 co BOTTOM CHORD DEAD LOAD........................5PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU210-2, (10)10d COMMON IN BEAM INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HUC210-2 BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C.(UNO ON FRAMING PLAN OR SW 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF (4)SDS Y4"x 1 Y2" SCREWS IN TRUSS/RAFTER SPECIFICATIONS) 0 SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 < TOP CHORD LIVE LOAD..................................60 PSF CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA1 OKT (4)SDS Y4"x 3" SCREWS IN TOP PLATE j TOP CHORD DEAD LOAD................................10 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP STRUCTURAL WOOD BEAM C\i REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. (26) 16d SINKER IN WALL FRAMING BOTTOM CHORD LIVE LOAD...........................0 PSF 6. 'V32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LGT3 BOTTOM CHORD DEAD LOAD.......................5 PSF (12)SDS Y4"x 2 Y2"IN TRUSS BULLETIN Q370 WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, I w MAXIMUM FLOOR TRUSS SPACING...............16"O.C. FOUNDATION KEYNOTE CALLOUT l- MIN STRUCTURAL REQUIREMENTS ARE 7/16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER NOTES: D WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y2"x12"TITEN HD IS AN U) DEFLECTION CRITERIA 7. 15/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. F_ ROOF TRUSSES..............................................LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,'5/32"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 2, REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. STUD COLUMN KEYNOTE CALLOUT TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W1 UNBLOCKED HORIZONTAL PANEL EDGES 3. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. TL MAX 1 UP TO 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ALTERNATES.REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 0 40'SPAN METAL ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. C) MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH METAL ROOF SPECIFICATIONS. -NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 5. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST TO MATCH WALL FRAMING SIZE AND GRADE, UNO. TL/240 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. < TL MAX 3/4" TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACtNG (IN .Cj w -ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN CL ODc z WOOD I JOISTS...............................................LL/480 NOTES 1,2 2 (995 0 -L/240 FLEXIBLE FINISH-UI20 BOTTOM OF STUD COLUMN CONNECTION TL/240 BRITTLE FINISH TABLE 8: SPECIFIED SW WALLS -I ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEIGHT :D &STUD TYPE NOTES 1,2,3,4 ®2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL U) NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT : 9 FT 10 FT 11 FT 12 FT COLUMN TO 1 ST LEVEL STUDS/HEADER/BEAM. LO 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN 14, x n z FBC 1605.3.1.1. >_ 2x4 SPF STUD 16 12 16 12 IL tj NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 91 ❑ 0 z 0� Z W L. 4 z 0 2x4 NO.2 SPF 16 12 16 16 12 12 12 END STUD GROUPS LL W LO U3 0 z TABLE 1 : COMPONENTAND 0 (2)2x4 NO.2 SPF,2x5 NO.2 SPF SW TYPE NUMBER OF STUDS HEADER STRAPPING KEYNOTE CALLOUT z 0 16 16 16 16 12 16 16 16 16 16 0 z � Ejzzo x 2x6 SPF STUD,2x6 N0.2 SPF W Ld W L SWI,SW2,SW3 2 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 1W 0� > 2 CLADDING DESIGN PRESSURES SW4 3 z a W 0 W W W W LL 10 0 [if 2x4 SPF STUD 12 - 12 TYPE OF STRAP CONNECTING HEADER TO JACK STUD (2. W 0� W z �_ 0 Z 0, 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP 1 MSTA24 (1) 0 (L z I- W _j M [] Z U < 0 2x4 NO.2 SPF 16 12 16 12 12 1 - > W W U] U1 W WINDOWS AND DOORS U) z IL LL 0 - REQUIREMENT. DTT2Z KING/JACK GROUP BOTTOM CONNECTION w 0. 1_ < Dmlwwmi- uwa� W 0 W I- I I W 0 Z 0 EFFECTIVE ZONE DESIGNATION 00 L-Lj (2)2x4 NO.2 SPF,2x5 NO.2 SPF a IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP z < T �- U) j 1� C� [- P E z W < L, I Lr 2x6 SPF STUD,2x6 NO.2 SPF 16 16 16 16 12 16 16 16 16 12 *2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD F 1_ 0 < 0 a, 0 z L, 1 0 7 0, 0 WIND AREA IZ-interior Zone(pso (pso < z z W LL x - 0-20 fe +24.61 -26.70 +24.61 -32.95 1 1 GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. :D 0 W W I I Q� 0 W J a < of NOTES: END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W1 m ❑ O� W 0 n :3 W 7 Lq < lUrjzw � zwoq2w Sw z < W 0 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE W 1 MIN 36"BLOCK W1(20)1 Od TO END STUD NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP z x 0 0 z +23.42 -25.51 +23.42 -30.58 I­ ­­ z < FWwL0� E 21 -50 fe w w - 0 W � ON PLAN. W W W Z X q W 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. d D 51 -100 ff +22.01 -24.09 +22.01 -27.74 HEADER FRAMING KEYNOTE CALLOUT z W 0� W 2 H 0 �_ z to W W - 3. NOB LOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS END STUDS CONNECTION(NOTES 5,6,7) z W W I E z Z J Ej 0 ED W z (2)2x10-I I >- Z < 0 a- < 0 101 -200 f12 +20.91 -23.00 +20.91 -25.56 RECOMMENDED WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD., SEE TABLE 2. 2 NUMBER OF KING STUDS EACH SIDE OF OPENING C9 in mz >. LwW1D � zz1 1ST LEVEL 2ND LEVEL fn 0 0� - F SW TYPE z z W 0 4 M Z - O� F- Z �: ;� < HOLD DOWN STRAPPING LU W _j WD ww < � �- u NUMBER OF JACK STUDS EACH SIDE OF OPENING zo 2 W L9 7 0� W Z 1 < 0 VINYL SOFFIT MAX PRESSURE(psO +24.61 32.95 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN Swi DTT2Z MSTA36/CS18 < W Q >- z Of < 0 1- F_ I z z W I- HTT4 E 13 rl a� NOTES 1,2, 3,4 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP) z < p F- v m 0 3: W W Z < SEE FRAMING PLAN SW2 (2)MSTA36/CS18 E - _j �_ 1 0 W GARAGE DOOR PRESSURE PRESSURE TREATED LUMBER 0A ITI SW3 HTT5 (3)MSTA36/CS18 Lj F Z_ b F 11 0 DIAMETER NUMBER OF PLIES IN HEADER 0 SW4 HDQ8 (4)MSTA36/CS1�8 _j 8d COMMON 0.131" 2-Y2" PRESERVATIVE FASTENER TYPE LIL. 4 z SHEET NO.: 8d RINGSHANK 0.113" V/8" Y " 1-Y2 ACZA STANDARD CARBON STEEL BOTTOM PLATE ANCHOR SPACING(NOTE 7) ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT 10d x 1- 0.1480 ST- 2" n-n LSL-1/2®(2)91/2 -1/2- NUMBER OF KING STUDS EACH SIDE OF OPENING < 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND SW TYPE MAX ANCHOR SPACING 1 ttl im w STRUCTUML 10d COMMON 0.148" 3" FASTENERS REQUIRED. NUMBER OF JACK STUDS EACH SIDE OF OPENING -1, 0_0 S 48 CONNECTORS MUST HAVE SPECIFICATIONS 12d COMMON 0.148" 3-/d' SW2, SW3,SW4 24"O.C. HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, o Ysla Y 16d SINKER 0.148" 3414" ALL OTHER PT Z-MAX,G120 OR TRIPLE ZINC USL, a g! 0 JOB NO.: (INCLUDING ACQ& MCQ) COATED FINISH. DEPTH OF HEADER 16d COMMON ALL FASTENERS MUST BE HOT NUMBER OF PLIES IN HEADER(13/4"WIDE UNO) GL4427 DIPPED GALVANIZED. NOTES: SUBDIVISION: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: FRAMING NOTES 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W1 SODIUM BORATE TREATMENTS BEARING ON NOTES: o ACC SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED A tCH-OK F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF APPLICATIONS. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO LL WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF(TYPICALLY 1"TO"'GREATER THAN SPECIFIED < BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 16 8 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. 0 LOT NO.: WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. z 31 SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS (D FLOOR PLAN: SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. 5. 2ND LEVEL"SW'SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DETAILED BY OTHER. ® HOLD DOWN WITH FULL-HEIGHT"'DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 0 Holloman Residence 2 _j ............................. a 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW Wt STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. 0 DOWN. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. Z DESIGNED: 6. DESIGNATED"SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS I Od @ 8"O.C.STAGGERED. :E 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 0 DAE U.] 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. [-- REVIEWED: CONCRETE AND FOUNDATION NOTES 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. X 1 ST FLOOR P) 4.o FT . ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER LU DB[ ENDZONE 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). 8NE BEAM THICK ESS AND MATCHING WALL SEC STUD SP AS NOTED ON STRUCTURAL PLAN, UNO.OR pm M DESIGNATION 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). < REVISIONS DATE 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). HEADER FRAMING 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8"O.C. REVISED TRUSS 2-27-15 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. STAGGERED. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE 13 ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENT S a SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. U-1 FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF v ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W1 8d MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. Z 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND COMMON @ 3"O.C. SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING 0 MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE M" 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF w v NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END THIS CONDITION EXISTS. f is 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL < ,gz t f 10. TO CONTROL CRACKING,CUT 1 SAWCUTS IN THE SLAB INA 15'x15°GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR jaw P6 & ' ALTERNATIVE METHODS. SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING Z 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2) ROWS 10d @ 8"O.C.,STAGGERED ALONG EACH EDGE. U) BKO ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS AND(I)SDWC15600 PER SIDE. p N. CONTACT THE ENGINEER OF RECORD. 6. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 0 7. UNO ON PLAN,MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TO BOTTOM D PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT PRE-ENGINEERED TRUSSES & I-JOISTS FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 0 8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THEOPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: < SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH s TOP PLATE TO HDR W/SDWCI 5600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS),ST-5 U) 4R AL ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET � 'J" ENGINE "IN ",f6 STA OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER . I('� -,,, SPHw/(12) 10dx1-Y2"@16"O.C.OR DSP w/(14) 10dx1-Y2"@16"O.C.OR Q FASTEN TRUSS DI R ECTLY TO HEADER w/MTS OR HTS w/(14) 10d x 1-1/2"(OR EQUAL APPROVED BY CONSTRUCTION IS COMPLETE. A, 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. EOR), 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL 4.0 FT OPENINGS > 6' OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED 2ND FLOOR END WITH THE TRUSS SHOP DRAWINGS. (TYP) 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. •q% DESIGNATION Q F7 RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. OPENINGS > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN 8- REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED X w _j % -NAILS AT EACH EN 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE (M WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE D. ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. < Mki'b' Qr'�p',',.'E. 1� 19.1ff.I b""' 57 NIETAL CONNECTOR EN`3..11NE-'ER1NG 03-03-2015 4"CONCRETE SLAB w/ FOUNDATION KEY L FOUNDATION T 6x6 W1.4 x W1.4 WWF OR FIBERMESH **NOTE** 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED I'O HAVE I_ 8'°x8"DEEP THICKENED EDGE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FKC 2010 °D- -°- - — _ — — BUILDER TO PROVIDE A W/(1)#4 CONT TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE — 8"MIN STEPS TO ® PER SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFILU 28 MAX PROCTOR ARCH PLANS 12"DEEP FTG W/#4 @ 12" RESPONSIBILITY TO TO CONFIRM TIMUM DRY IHESE ASSUMPTIONS.TY. IT IS THE R'S OR CONTRACTOR 2_p FTG TO BE PROJECTED MIN 8 I B EW UNDER BOX COLUMN, 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT VAPOR BARRIER `// �\ 12"', \ \ \ \ \ \/ ° ° , MIN/ /\/\/\/\, 1'-4" 41 0 SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL //\\/\\\/\\\/�\\ 6"LARGER THAN BOX FOUNDATION WORK MAY BE REQUIRED. .// / //�// COLUMN ON ALL SIDES r 3. SLIDING GLASS DOOR FRAMES MUST'BE RECESSED INTO THE SLAB IN 10'- " 20'-4" 10'-4" ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL 16'°SQx12"DEEP FTG w/ PIANS FOR LOCATION OF SLIDING GLASS DOORS. FOOTING TO BEAR ON C (3)#4 EW 6"OPT. EXTENSION IN BRICK 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. C) 0 12"UNDER 1 STORY WALL _._ _._ __ --- -- --- -- -- D 24"SQx20"DEEP FTG W/ WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 (3)#4 EW BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL — — — E 30"SQx20"DEEP FTG W/ C WITH(3)#4 OR(2)#5 CONT I (4)#4 EW )�BT iHIC FOOTING SECTIO I I I 36°SQx2o°°DEEP FTG Wr04 IF GRD ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN (4)#4 EW N 1'-0'°VERTICALLY PER 3'-0"HORIZONTALLY, I ( G 48"SQx24"DEEP FTG W/ 0 CONTRACTOR HAS TWO CHOICES: I, (5)#4 EW,T&B LL 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE vLd OF EOR TO PREVENT EROSION OF SOIL. o b 2. USE STEMWALL FOOTING a > Z 4"CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF I I OR FIBER MESH 8"CMU CHAIR BLOCK W/ - - - - - - - - — J L - - - - - - - - - - - - - -- - - - - - - - - - - - - - TOP OFSLAB � (1)#SCONT. (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF �- - - _ ---------------- w 8 OR FIBERMESH - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -� / / / / / I - -- =- ------ -a------ - j — \\\\\�\\\ri/�/j�/ o -.a--------Q--- a d OPT 00 0 VAPOR BARRIER //\\// U) /\\ C" #4 OR#5 VERT REINFORCING UP TO 3 COURSES: 72 O.C. HF 4 TO 5 COURSES: 48"O.C. 16" -- VAPOR BARRIER I I \\/ . I? (D BEARING WALL FO®TING SECTION I � // //\/ // //\ \ FOOTING TO BEAR ON FIRM ADDITIONAL CKKLEDGE OR#5 IN —4°CONCRETE SLAB wtrH WWF OR FIBERMESH OVER MIN 6 MIL VAPOR UNDISTURBED SOIL � BARRIER. SEE CONCRETE NOTES I U) N AND SECTIONS. 4"OPT BRICK LEDGE VERTICAL REINFORCEMENT z _® I TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN � a 0 ® < z 0 N 12'-1Z., 8'-5" 10'-4' � R ❑ m w ❑ w w B Z CAST-IN-PLACE FOOTING SPECS 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT Lo N 0 ❑ ? 1- ❑ v w ® ® rj o 0e 4"CONCRETE SLAB W/ �' I I i I 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT P- �ZF D w p z ® � Q 6x6W1.4xW1.4WWFOR o — ® ww � > � cnww ❑ nw - ® FIBERMESH - - - I I I Z Claw ❑ wwJ ❑ ww o � 0'-0"A.F.F. r — I— — CMU STEMWALL SECTION � o ❑ m a z � I- w '; m z Z ❑ -� -� --- SEE ARCH. — - - - - - -1 I- - - - - - - - - - - - -I I— - - - - - - - - -1 cn z � ❑ a } ww �- 9, 9, ❑ zv ; . `ar-f. a Q >- W w w W - w w DWGS. I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK w Q 2 w z \/\ ` °-------_ — — — — - — — -1 — — — — — — — — — — FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 Q T Q ❑ a m �- r m o w w 8"MIN — — — I r I FORM&POUR REMAINDER COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Q z ® w w x o \,\ \ N 0 w � M ❑ r 0 OF CURB W/(1)#5 MAY BE OBTAINED FROM THE ENGINEER OFRECORD. w w s ❑ ® w ❑ o Q w CONTINUOUS&#4 VERT 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ❑ 4 � v v Q w a cn ❑ Q n z / — — — — — — — — _ — F_ -1 I °;: c4 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. W z z Q x h - ® z w I L - - - - - - - - -- - - - - I I I I I I I @4s°'o.c. � Ww ° wxQ � aQwm- mE 8'°x8'°THICKENED 8" oLL FTG AT STEP-DOWN, o `` _ SEE PLAN VAPOR BARRIER v ,••• w L z � - - - - - - - - - - - - - - - - - - - - - - - - - - -I I "' I ''. I o'-o"A.F.F. U 0 � � �Q ° � W � :3 zZ I � (BEYOND u-6LocKwi Ww ° m ? W � Q i � a � � J 4"FLOATING CONCRETE ua (1)#5 CONT Q w z ❑ c7 w t� v CURB STEP ECTi®N I I I I - -I� I IABw/6x6w1.4xW1.4 Q C) °� zUa "- " v � o ® � ® za WWF oR FIBERMESH > - W ❑ w . e r z Cl i FINISH ® vl- z3Nama ❑ rirzUv e.. U) GRADE LL /, SHEET NO.: 14'-41 I I \ \ \ \ \ \ \ \ ®; \/\/\ \/ \ \\ 3'-0" 24°-0° 14'-0" z 9'-5' 2�g' I \ \/\\/\\ \/\\/\\/ /\\/\\/\\ \/\ ® T� I I I 6" I . . \/\\\i\\j /\\j\\j\\j\`" /�j�/ FOUNDATION #4 OR#5 VERT 0 6. I D, REINFORCING @ N 4"CONCRETE SLAB NO 4 OR NO 5 @18"O.C. W/6x6 W1.4 x w1.4 W/9"BEND @BOTTOM I IU7 w ( MAX 72"O.C. � ° D L° _All___D � ® �o X44.27 WWF OR FIBERMESH VARIES q I I O I I I co \ 8"MIN SUBDIVISION: 28"MAXI FOOTING TO BEAR ON FIRM / ® ABCC 1 UNDISTURBED SOIL ADDITIONAL#4 OR#5 I i „ \//\\//\\//\\//\� VERT REINFORCEMENT TO IN BRICK LEDGE �/ 12 MIN. I L— /�\ HAVE 6"BEND @ BOTTOM 4"OPT BRICK LEDGE LOT No.: VAPOR BARRIER �// , /i,/i,//,// I I L I I (� I NOTED ON FND PLAN z 31 CAST-IN-PLACE FOOTING SPECS I 1-STORY:8"x 16"W/2 #4 OR '#5 CONT d FLOOR PLAN: 6"OPT, EXTENSION IN BRICK I — �" — UNDER DOOR — — — UNDER.D®OR —iv _ — J I ® OPT' I I 2-STORY: 10"x 20"W/(3))#4 OR(2))#5 CONT o LOCATIONS ON FND PLAN _ J Holloman Residence 12"UNDER 1 STORY WALL I I I I ® DESIGNED: - - - - - - — - - - - - - — -� - - - - �� I CMU STEMWALL SECTION ®AE WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 0 — — — — — — — — — — — BAR IN BRICK LEDGE i� I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK LLI 16"UNDER 2 STORY WALL h REVIEWED: WITH(3)#4 OR(2)#5 CONT - — — — —— - - — — - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 — — — — - — — — COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS X I I I I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. GARAGE EXT WALL CURB SECTION I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Q REVISIONS DATE ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. OREVISED TRUSS 2-27-15 coT-U2 DRIVEWAY SLAB OR PAVERS,SEE ARCH SLAB W/THICKENED LU EDGE PER PLAN _ 4"CONCRETE SLAB W/ I®. / // ks / y X"), 6x6W1.4XW1.4WWF OR - - - - - - - - - - - - - — - - - \\\\\\ ® \\ \\\\\\ Q , sit 2 h � FIBERMESH — - — — /\/\ /\/\/\/\i Z 0'-0"A.F.F. \ \ \ \ \ \ \ SEE ARCH. .......... a a DWGS. ` \ \ ` \ \ \ \ \ a a ' „ � 1 ° a 1'-10 2'_61 �//////// / ///////// ® ` -- ---- 2„ 9'-0,, 1,_7,, 9'®0° 20'-4" \ \\ \\ \\ \\ \\ \\ \ k \ L /\ 4" 4" 4" j\\/\\/\\/�, \\/\\ / / STEMWALL BEYOND AND (� �a ra r I 24'-0" 21,_®, / / / / / y � , /\/\ ° / /\/\\ CONCRETE FTG, SEE PLAN Lia ca � 9i� ' Qvir c . � � VAPOR BARRIER \\\/\\\ \\\/\\\// co ,� 12"UNDER 1 STORY WALL **NOTE** \ 3u« NGIN Vit- WITH(2)#4 OR(2)#5 CONT BUILDER TO PROVIDE /� / /� / /� / /� / � EO ( ) ( ) GARAGE ENTRY CMU STEMWALL SECTION 41 STEPS TO GRADE PER 16"UNDER 2 STORY WALL 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK WITH(3)#4 OR(2)#5 CONT ARCH PLANS FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 r3. � COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS IL 1PLAN11 1 11 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. w'FOUNDATI BEARING CURB STEP SFCTI®N 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY do ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. LU r Derek B. Murray, P.E. �� ,,,u `� ... { o ¢ P.E.No.71457 E 9 � .. " �, C . �.� . �s 03-03-2015 FRAMING KEYNOTES .(METAL 2x6 CONNEC TO NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 2x4 HTT5 SHEATH INSIDE FACE ONLY IF NOTED 1.MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO OPENINGS. STOP SHEATHING AT GOAL POST I ® CORNER STUD GROUP W/ 2-ROWS 10d @ 6"O.C. 2.SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN STAGGERED. STOP NAILS LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP AT BOTTOM 24"OF STUD PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE N ® ® 1 X FOR CONNECTOR INSTALLATION ON DETAIL SHEET. 3.ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING: CD 0 EXTERIOR WALL SHEATHING A.IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS JACK AND KING STUDS. SEE HTT5 _____ _..._--___-- _-_-----.___-- _--- ______- __.. __.._:_. __.__-. _ BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. � Lo PLAN FOR QUANTITIES. B. FRAME AND SHEATH SW TO FLOUR DECK ABOVE.ATTACH PLAN VIEW _.. - SEE SINGLE-STORY HOLLOW COLUMN FRAMING DETAIL, FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C. cel GARAGE RETURNS TO BE o® FRAMED AS 2x6. ------------------ __ -- — __-- SHEET ST-7. (3)TOTAL. 4.PORCH BEAM FRAMING NOTES AT HEADER AT CORNER ADDITIONAL WALL s"runs @ (2)2x12 PT (2)2x12 Pt rn EACH JACK TO HEADER W/ MAX 16°'O.C.AS REQUIRED A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION SIMPSON MSTA24. — AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 16°'O.C. 0 c FASTEN SHEATHING TO I (3)STUDS MINIMUM SEE TYPICAL PORCH ELEVATION.3 Y2'MINIMUM BEARING REQUIRED IN WALL GARAGE RETURN STUDS SHEATHING DETAIL PORCH BEAM TO STUDS W/HTS20 OR MSTA24. LaiMimi AT CORNER TOP PLATE,AND BOTTOM I I N w PLATE AS SHOWN W/8d cv B.SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. � COMMON AT 3"O.C. 2 STUDS p N - 2 STUDS z p PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. _ INSTALL(1)SIMPSON HTT5 w � - w AT CORNER END OF - DTT2Z 2 MSTA24 2 MSTA24 DTT2Z � 1- C.POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. z DIA.ALL-THREAD W/2" RETURN. SEE PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR 0 ROUND WASHER DRILLED ALTERNATIVE HOLDOWN PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, AND EPDXIED INTO I I OPTIONS IN NOTE BELOW. WZ �\ SWZ WW2 MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR (� CONCRETE W/7"EMBED e•n• NOTE4- -___ __-_____ MSTA24. NOTE _ INSTALL(1)SIMPSON HTT5 _ 1.. flit __.._.. .... ___ _ D.BEAM ATTACHED TO EXISTING FRAMING AT HEADER END OF BOTTOM PLATE IIIA ._...... ___.__. ___. _...... ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK Nr _ l RETURN,AS SHOWN. SEE I SIM ALTERNATIVE HOLDOWN (2)2x6-1/2 VIII (2)2x12-2/2 (2)2x12-2/2 III (2)2x6-1/2 DIMENSIONS. / PSON HUC HANGER MATCHING PORCH BEAM LU NOTE 1 IIII OPTIONS IN NOTE BELOW. WSP HDR-O/1 11111 - 4 STUDS ° wv - 3 STUDS ° ® IIII 5.SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PERC: VIII O TYPICAL WALL SECTION SHEET. I= HTr4 o FiTT4 ° IIII ® MONOLITHIC FOOTING VIII r m OR STEMWALL. (IIII IIII 6. HIGH UPLIFT coNNECTIUN: �, �, lilil IIII ®TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C.OR U IIII (2)SDWC15600 @ 24"O.C. VIII •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL (IIII Illi STUD"@ MAX 32"O.C. �C WIIIII IIII N • 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. (3)2x6-2/1 OR(2)SDWC15450 @ 24"O.C. z ELEVATION VIE ®VIII Hill �, II IIII 7.ANCHOR WALL TO BEAM/HEADER/GIRDER BELOW PER"2ND FLOOR WALL � plllll [dill TO BEAM OR HEADER,"SHEET ST-5. 011111 IIII 8. BLOCKING&STRAPPING REQUIRED TO MATCH WINDOW TOP&BOTTOM Co SILL, FULL EXTENT OF SWB,SWB1. Lo n GARAGE RETURN VIII "ill! r``�. w ° a n n ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: Hill IIII Q N ° v 0 w LL w z 1 STHD14= 1 HTT5 MONOLITHIC _ 3 STUDS w IIII z n J - O O (MONOLITHIC) VIII ® ® w ® zm - a U] ❑ ® _ hz NOwUtY (2)PA51 =(1)HTT5(STEMWALL) - 4 STUDS w HTT4 � IIII - 2 STUDS ® a (2)Ya x 2-3�4'TAPcoNs=(1)ANCHOR BOLT WSP HDR-0/11 (IIII o ® r` - J ? d © zw ❑J -� mJz � O VIII HTT4 ° � 41- ww omaaamw � IIII - C�TT2Z � � ® wW � > a � wwd � Lo VIII W _(3),2x12-1/2 III " ° n w z D � oa w w h w J m ❑ z D W Qa ® a [7 [nlwwN � tnw � �WZ _ LUS26-2 will a MSTA24 °UJWilI ® w © � Qo ❑ w ® haw (IIII --- N 1 DTT2z � ° � a0vU � wwz0o 2w !1111 N III z axwn ® i- ® - x � ❑ z FLUOR GIRDER FLOOR GIRDER (2)2x8-2/2 LLI EE z ® w h I- z a h w _ a Lu wwz _xawUa � � z _11111 _ (I)JACKS/ v r ... . . .._.. ... ........-- Z a a Z J I- ...._........ ..:...:.:. ----- Z z (1)KING (2)9 1/4"LVL-2/1 - � w w a i- w ' ® za ® a � _ aw ® 2 MSTA24 z z x _ x x c� ww -j z to Z a _ z - 2STUDS ® w - 1 MSTA24 1 HTT4 z ❑ r7w � � � � v - ® � 1 DTT2Z Q iQzrzzaUwa - pWaw N / �, N - HTT4 � � how < E uloyOWn ® a >_ ® o I- - i LV a U1 a 0 1 F _ u U TOTAL NUMBER OF JACK FLAN VIEW SHEATH FRONT FACE __ LL .. . eJ AND KING STUDS SHALL BE ONLY WITH 8d SHEET NO.: AS SPECIFIED ON PLAN. COMMON AT 3"ON = _ ® S - EDGE, 12"IN FIELD \ N h (2)2x6-1/2 ....__.. (2)2x6-1/2 \ .'i STRUCTU L EACH JACK STUD TO .. . HEADER WITH MSTA24 FRAMING PLAN (2)2x6-1/1 �(2)2x6 1/1 2x6 JACK/KING STUDS HOLD DOWN OPTION JOB NO.: IN LIEU OF ABU66: Q Lg42� NAILED TOGETHER w/(2) .NOTCH STUDS 18"MAX ROWS 10d COMMON @ 8" I I I SUBDIVISION: O.C.STAGGERED. FROM BOTTOM PLATE I (MAX(1) KING STUD - 3 STUDS Q - 4 STUDS - 3 STUDS ® ABCC SPECIFIED ON PLAN MAY - HTT5 m - HTT5 m - HTT5LL m BE NOTCHED) SIMPSON ABU66 POST I I I I •INSTALL DTT2Z W/12" - ®� ®_ FLUSH BEAM ®®— ®® � FLUSH BEAM ® ®m®— BASE LONG x 2"DIA DRILL AND III I I EPDXYANCHOR III III LOT NO.: c,l I 1 11 � ILIre °o ® ® QIII � (3)2x12®2/2 -' (3)2x12-2/2 N. FLOOR PLA IIS- `- °1 _ ® F�®Ilorr�an Residence i --� ..III III DESIGNED: ® GARAGE DOOR DESIGN -- GARAGE DOOR DESIGN -- WIND LOAD(PSF): WIND LOAD(PSF): �?' x8-1/2 \ (2)2x6-1/2 (2)2x6-1/2 ®AE +21.54/-25.48 h REVIEWED: +21.54/-25.48 ...... _ LLI SHEATH BOTH SIDES G1 SHEATH BOTH SIDES G4 SHEATH BOTH SIDES G1 SWB X OF GARAGE RETURN (-3 OF GARAGE RETURN 5 f-3 OF GARAGE RETURN 5T_3 NOTE 4 _ • NOTE 8 1 D172Z SHEATH BOTH FACES ® OF SWB W/USB NOTE 4 REVISIONS DATE ELEVATION VIEW x 12°'EMBED. DRILL - -- - %°x 12"EMBED. DRILL AND EPDXY ALL AND EPDXY ALL ix X REVISED TRUSS 2-27-15 THREAD ANCHOR THREAD ANCHOR N �`' SEE TYPICAL PORCH GARAGE RETURN SHEATHING DETAIL � -®�- F . ® - yr wo f (2)2x10 (2)_2x1 0 ...........-. (2)2x10 1i 6 y SEE SINGLE-STORY HOLLOW ---- -- - COLUMN FRAMING DETAIL, , SHEET ST-7. (4)TOTAL. ® r �,a ' U Lim F 3 p r gSTR �T L � �a ,�l3rvr°.�rl�v,EE INS, � . ., u G 11 1 11 s trq j4 n\= METAL "IE-ENGINEERING o: E4RI G P:EO71457 03-03-2015 - ____`�_ w____- _�"���, - ,,, - . TRUSS ENGINEERING NOTES: ROOF FRAMING KEYNOTES ,� I, � NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (D 1 45-:00-00 � e UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL � 1, � -.....1-1-.11.1-1-11--�I -..".11.11-1.......11-1-1- - 1-1.1-111...-.1-1-1-...11-1-1-­­­­­­­­­��I��--.1-11......................���­­ �---11-1...............-1-1-1-1��--­­­1-1-1-1--�-1.1.....-........­­­­ �­­1-1-­_......---1-11--.........I.............__.­11-1-1.�­­­......--11-1-1-1-1-...I...- ��������.��...'�.��.��.�.��...�����.�����ll.�.,�,�.I...............1.1-1.1.111.111.111111.1-11-11 I I­­.....1.....11....-...11...I--...I..",."....I........I I �­­......;�' -MAUNFACTURED SHEAR PANEL .11,�1.1�'ll,�,�,�,��,,�,����,���I I I I�"..","".".,�,�,,��,�ll,�,�I-- i I j 1. PRE I i I j TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING I � o INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON . j I j � j I - (D I i TO THE TYPICAL WALL SECTION SHEET. FRAMING PLAN � ) � i a i SHEAR PANEL TO SW DBL TOP PLT W1 1 Od @ 3"O.C. ii I . I 0 ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING e FLOOR DECK TO SHEAR PANEL W1 I Od @ 3"O.C. r" j I D j I � . : � " FOR CUP DESIGN r-3 j 0 : 10-00-00 i ! FLOOR TRUSSES ARE STUBBED 3/ _ . i 31-00-00 1, I 0 4 1 � ­..�4 11-....I-.-- -�---------____ ­_---,------_______,_,_,-,-"-------____-,"---,--____-_________......__-,___ _______,___,__/ 2. TYPICAL BEARING BLOCK f -4- 111-1-11 - --......�...... "- _____------------�----------- -�____..........�"--�-,-�,-"","-----������,,�,--",- ­­­__---------______11-..1..._1------------------------.,,--------- C-D - I I , E : : � . i . � i � . i : �- a BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH i . i � qf') I 0 : i � : 2x12 PT NO.2 SYP i I i � � � i : I i I I . 7 � DIMENSION OF TRUSS MEMBER. T_ : � � : FLOOR JOIST @ 24" i � . : : � t i I . I I � ! i I a ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS . : I I � I O.C.;ATTACH To I I i : . 0 1 : � : BOTTOM CHORD W1(3)ROWS 10d @ 4"O.C.STAGGERED. 0 . i � � I ; : . LEDGER W1 LUS210 I 0 p; t -.................i...I--,, i , .. � n i . � . : ----.1-1...1.11,11,111,--I- ­­­-...�.......�....­­...... , -� . � . : � I i N : :: . :: . , I , 4.1 - I ; ! L0 ; I .. I r 4 � ; 01) I I i; I I . m I . I - , 'i , 3. LEDGER FRAMING NOTES: . m I il 11 I . . I . i I f � i � i : ­� ,� 1� ...I C)I t 1 ,,� 1_1 i � C_ , 1i .� t� . t � . I :: . . T_ . : : I : : 2i :: . � I I o FASTEN LEDGER TO FRAMINGITRUSS VERTICALS AT . : i . .. . -I . .. . ; . :! . : . I <� �� I I i I . I . :: i i . . : I I t . - q 04 m I ; ___", --�- ��---1111111111111111-1-__---,--. ___,_____-------------------- __--------11-1-1-: . I � I I _____ ___ �____- ­­....­­___...­­­­__ : . t __ � "t I'll....-1. � . q I . i . I : ii : i p : I . q .1 I I . 1. -- - i EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX . . ,. -1111-- ­­ -11 3 � ; � : 11 . I �.......�...�...._­­­­­­­­­­­­­­....i -----------1.1-11,------­­ - --I---__1____________1_1___1 11______,__,_, j 00 . y__ I . . i i � ; � . . . .. F-- - i � I : t _j : z I q . . . 1. ; . _j ; : � .i i q : : . L ; i . . i z i . . 1-� NOTES "O.C.SPACING) . . -1 I I � i - I ­_­ i : : . i . z t - . i . 11 . i 24 . . ; i i : . i . 4 . : : . 4 i : j . . i I z . I i 4 q I i i . i < � I 1. FLASHING&WATERPROOFING ARE OUTSIDE � i i I . 11 . . q . I i . 11 . . i I i i . . i . I i . i ; m : w � . . . � i . . I I Lu - * ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Q I ; . . . : j � z m w �q I I : � � Ca �uj S2 1 I . : . i . : i . q I : . . . . 11 : q I 0') I . ; . i I .1 : q � : . I . . I i � . i . . I OF STRUCTURAL ENGINEERS SCOPE&SHALL - t : : . i i� 1 1 >_ 0 LOCATIONS ON PLAN : . . i . .1 : i � . I .. . i F I i : t >_ 0 (9 � : . i I . q :; i : . . : : . i . i i . b I 11 i i : (9 i � . . < (9 z . . i � :; ­ I i � BE DESIGNED&SUPPLIED BY BUILDER : . . ; : . . < � . � ; . . . 1 (9 z 9 SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER C � . : �R z - -­ . �,�, �; i- i � 11;r : : . 1 , j i i I : - i . 7 z - � . I ,­­,��,_- I __ p � . : ; : . i : � . m : . : . - I I I I �.� . . . . .1 C1q � . : : . i . : .. i t (0 - -r 0 2. BUILDER TO SUBMIT SHOP DRAWINGS OF PROTECTION AGAINST CORROSION : � m U) - T_ 0 i r q I : � . i N � j i t e . 4 1 i i .. N, : i p � � : .. � i . . 0 I- w : 4 i � : I i : � j � : i i .. � i : Lu () i.- w � 04 . : 4 .. �11111 . i q j F . i uJ . i i I I .. D HANDRAIL CONSTRUCTION a IN ACCORDANCE W1 FRC 502.2.1, EXTERIOR DECK i : i . `_1 11 : : i "'t �i : I :: I . i : � i : C) < < �:] � i : () g < -:1 i : . i i .. C\I � i : . i i ; � � :: � . i � . it .. li4' ,� i I . i C� UJI a . i i . . . .. . i : - i : .. F : APPROVAL BY EOR PRIOR TO CONSTRU LEDGERS SHALL BE SECURE TO WALL FRAMING WITH � . . i i i �i : CTION m o i : . i . . g m Lmu on: I . i : . i i : t : I i : . : : t .: . . p 4 9 ra = n i i 1 0 � . .. CD :: 4 . i 0 � : . . . i 1 t . i 0 1 � ; i . i . t . . ,- I . (1) < : l� ef : . U) < &INSPECTION. . . . I l� . i : � 4 i En w p I . i 1, . , i m w I � . I i � I . 'i < :1 � . : . � WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT _j III I . ­�-� . . . _j :C >_ . . : p i I . . q . . : _j _j X >. I : i �, : _j �-1 .............! . : I . i . . . i � I .; 00 () _j � i m () _j . : i I r . �� Y-_____�1 11 : . . � : : . i i - - 1. .. . i , FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL . i : . i i I t - .. i: . t . i : g < 0� 0� -1 1. . 9 < 0� a- 0 1 . i : : i . . : i: . t � . i . � ; p :: i; � � i . . i I . : . 1. i: . � � I ui � I i uJ (9 0 w p I i : � .. 41 . L w 0 0 Lu I I i p I : I t F . 1: i� . : � . 4 ; I . . . ii ; i : i m I i I,_ 2i a a- : : : ; . �_ 2 rL a- (114 I t ; ii .. i t . : ; - : I t ; : :i .. i ; ROOF FRAMING LEDGER: _j . : I ; I i ; . :i .. i : j � i . ii q i : j � � i : . i : ; : ii .. . . < 0 (!) 0 . I � I � t : . _j >1111% . 4 : . : ii 1. I I . � : ii .. _j - � i : :� 0 (9 2 .. . : 2x6....................(4)12d COMMON i i: : w i - : : 4 : ; ; : :i . . . i : 0� z 0 i : i . ; : :i . . : . : I i : �a tt 0- . - i : : ii"� I z : i I . ?� I > . ; : : m F : :: .: . I i : 24 . i : : t "I . . i i ; I : : 241. O.C, : . : : 06 u- F) i � i� : O.C. t . I . 2x8....�...............(6)i2d COMMON . : q i � . . I 1 a I i ! i W 0 j I : . . -13........___I j� ­­­....................1 i � i z I I­___-_­----------------ll-----. . : .1-1-11 i i z . : �. .. I I L,L1 0 z i . i : . .: .j I . I I _j UJ W : ; : : . i . - . : . I � m . ; : : LU LU I 2x10..................(8)12d COMMON � : . t I t i . I . : � 0 . : . i p . I co t i (9 . . . 2x1 2 SYP IPT PLOOR 11 � 4 �.....-...-.1...--1-1-11 1 . .1111,........­­­­.__� ­­­­ -F- Q____......I.."...-.11.11-1 i i . . i I : .11: -z(D r,�,a. , I I�111-- .1­­ .I . 2x12........�...�.....(10)12d COMMON U) 4 � i � - . : : I .I -i I . , , : . . ; : � i . � . . . . , t . I i < �i : : . i I r �i z t i : : LEDGER,ATTACH W/ 1! �1 I i �I . It- . . : i i . 11 . : ; 1� i 1 . I i j 1� I I t : I � . i : : i �� . ; ,in it � i, ,� / . I i - 1 1-1 If 'a i . ",I i : . I I 11 I : . ; I, i; - k NOTE 311 . : : � .! . . 10,1; ,� � ,, m : p i I :� . 0;I I . ; " . i: 7 I i i i i SCREWS PE .. ii 0� t . i FLOOR FRAMING LEDGER l NAILS): � : I . i T � � 1 � .. t .j i 0 :: I. : t � j I . ; . . .. 1; : 1 I 0 t t � i �L .�r .. i. I I -___----- I __ ---- . -1 q � < . . ; ; i � i i �: : . . ; : I ; i I :i: j q; i . . ; : I I � L : I i : i z .. . . ; < : F i : : 41, i.i-, �,I�._ ___ ....�� . . . - - - - I : . I � I I - -11-1-- - - . -1 q �., - . q __'_ ____-1-1.11 11,t__� ­_ . � � � I�--111_­ � i ; , - ; I 1 . L E�E� -:� j _a_r. z :;L.1...:...11.1-L-10...L 1.�...-11-1-- �i_L_L_A­l..... . .. 11 ;; . � . . I . ; i : 1 1 : :....._ t . i ; : %1­11.111. �] ___,_�...._I.-]....i_i_­..:t...i...-_t��­_; � �­; : iL!_1,�.j,L, � . I . - .... - I I'll � 1...L., 1-11", - �_.....:..- :. I - , . .I . p .�_,_1...:_j__j....�, ____!....t-....J...­­_T'11'4�� ; .� ­_� !..u..,.....,.�.�jl.....!­...L_1�11 � i...;....��...�..... : 1 ; . : .,I"._4...j.... �: - ; - ,.­�_:.., I ­.­­�....i.11.1......_jj. � . . . . . � i . . I . 1 i i , . I 1. I ; I . I : ill,, , I 1�. ...� ? . . . . . : . . \ . : p : i . ; � ,. , - - i i . i : :­: 4 1 � . q i � � . . I . i F : . i i : 1 . : I . . i I . . . . L ! . i : :1 t: i i . 4 CD I � . . : . . I I I . i . . . . i : . I i : . . i . . I . ..: : i I . . . . z . . . . . . I . i . . ; I . � i n_ � . . I .; l� . i I . . i I . � . I . . : i- . i � : i : . : i (2)HTS20 I . . . I I : . . i I . I . ; . 1 . I 0 1 i . : I i � ­t .� i . . i I I . I q . . .:� . q . I 1. . . : . . i .1 (2)ITS20 i . . � I x .............. I . .� I : I I . � . i . . . : . . .. i . q i (D� i i � I 01 i . i : I I 01 t . . i i . .: . � � . . : . . . I I i i i 0- � � I . q i . I . I I t � . . . . . . . � I : q .� . i . i . . . It . I . . . . . I . q . t : � .. : i . - p i i . 11: : t . . . . I I � : � . PT 2x12..............(9) 16d COMMON ; i : : I . I . . . . ; i� . q I .. : . i . Jl : I � ' ! i j . I ii q q U-i . : : . I I I : U- .: : i I i � : : I I I : . : . q I i i . i . . 11 z : I : . .. i i i . . : t I ; . . . i I i . . i I... I , . : .I : i i � ty,,:)� i i . I H : i i i I � . d ! t i i i i : � . i i I: i . . . i . . . . � : q � I : I .. � : . . i i i . I i � : i : � I U-1 . . I I i � .... . : . � I 1; i i I I ! : I . . I . Cm � . : i 1 . . . . . . I : i . . t : : . i � i ,­:,,� : :i 1! ,� 1 1 . . . j . . . , 'i . : :1 i q 11: z . . I : . �...�m. . I ; � I � : I'll. i i . : . . . I I : � : . .1, . . . . i 1. t . � . . . i : � . . . �_ � F : ; I i . 1. : . t . . q . I ; . ; '.6"+ - , . : . I I : . . : � p : I I L � � I . t . � i . �­, . q i : � t i 5 ; - i . : : t . i . � t � q'-6"+I. � ii _;: : I ; ii � ''.. : � m . i . i FLOOR FRAMING LEDGER(W/SCREWSY. I . . : . . I . . I i � . . : 1: "­- i I . . I : � � . . . . . . . I ; . 111 I � � . . : � : .I ; . . ; � 1 i � � . t . : Q -er �� : i- . . i : : . . . ; . . i I . ; : j � : � ,. ...----- : . ; . . i 4 1 : I � : . : � : . q I t j 111141 i ; . i I . q . ; .. : . � . . i : : i � . '­,� I I . . . . . ; . �,_ : . : I'll I : p � . 1111.� � � �: . . . *11-11 � � . .1 i : . D . . -- I i i � . : i i : I : : . ...(3)Y4"x 44/2"LONG#14 WOOD SCREWS j � . I i : . . .. . : . : 4 1 � . . . . . : : . L i . I : PT 2x6........�.... j i . � 1: : . q I . . . . . . i . . r"I . :: . . . . � : . ; : : . I i . . : : b - L;'t j m � . � � ; : : : . i - ! . . I :1 . : . . . . . : . 2x6 NO.2 SYP RAFTERS . : - r"Ili i . . . . : (01 4 � . LO . . - .-____.�--- ; U) --- - � ; . : i I i : . . : : i � . . I . : . . . . . . . : i . . , . ! . : I � p . � . . . . Cr ., 4 tt � PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS .i . i . i . I 1 1 < . . . . . . ,5 i i i : � . I 1- . ,T"7- i: ; : . 0 � p . : 1:1 : i . . i C i ; ; i . .. i i . : . . : . : - i . : i . : i i i i : . z . . : ­ . 1 < . T. . i . . . . : it! I : � I : � : : : . . i i i i : t . . . . I i -1 . . . 1 . I t . I � . : . .. i i i i I t . . . . . it! : i . i . .. . . i . . i i i : : p . . I . . it! . i .1 I . . i - ---11111-- -111-1 � � . . . . . . . !:: . . . . @ 24"O.C. i 11 <1L, i 11 : i i L.L I -1-11-1- 4���1-1-1- - .......(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS Ly- . : , . p L . UL PT 2x1 0....... : --�:-__,�,-�11-� I : t . . : . � - - . L , p . ­ I I I 1 t: 7:_-� i - 1111� . : I . . '. ­­­....-.11. -j, - ­­.......1.1 I � __ . . . ! � ; �­ : 1 . :.,- I ­ ­,� q : ; . . - . -1....................-1.-�-....�....................I...­­.."," 1-1-1.1- � �; �.' : q Ap�_l 1 --L-11.1-1-1--, - 1............."I'll", . � .�� I . , . I.- ,: : . : 1, J.-zi _1� . I., . . i I 7 i : . . : . - - � - i i : 1 t: . w-[- L . i i : �4 ; I . . .. i -1, i I t I - I . . i � _, . . . i � . . . . . . i i . I __ lt� : . : I I I-- - ......�...; --1...­­­... .....­­.11� i : 0 i . I - . : I . . . i i I q : . i i . I . 1 t, : I I I . : . . . ! i : . . . . . . . : I -I . . - . PT 2x12.............�(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS :D I . I . . : . i 11 . i . I . . . � . i 4 : : ! z i -1: . . . . : : � : . : . I t : . . . . i : i I I I . �. . r i i . i : :i � . i : I ; . I : : . � I : : q i �, I . I i i i ! I . . . i: : :: i � � t � . I . . : : . . . . : q I . . I ;.� . : . � . i . i i 2 . : I i � . . . 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I � � L I ; I . . : . -1 I . � CD - .:: 6'-9' +1 . : : CN I . ; i . t 4 q I . I L F p . . . . z (1,z) . : ; � . :,; . i :: ; i ; i i . , . ; - . I : I q I . . : � . . I . q p : : : ; . I . - ; < 9 � : : . . . r . � LLJ � ; i i . . . . : 1 . I ;. .1 . FTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. . : . . I . i i I t . : . . � i I -I p ; I i � I � I : : . p . I i . i & ; C-D - . _� I T_ q . L � t : : .., : 0� 0 ED � .1.1 . j i L � . . : t . i .j . . : _j () � I � . :1 i .1 . i . ; I I : L � . : : q . .�. F : . J! 1 . � -4: : 7 .: .. : 1 5 . 1 I . t . i � . � . . . I i q .j . '. 4 . � . . . . . I - . i � I . q i �. i ; � 1. 4 j :: : i � q � � . i . e-1; . � I . � . : . � : :: : i i . � . . . : : . � : .�. i I . e ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. < . I . . : : . . I --------[,l i .: . I . . . . .; . m . i i . ­ : : t . I . . . . : ! . . . '< � c:3: . ; . ,---. ,­__ : . . i . . i f . : . IV- : : . . t i X) . 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I.,� . �4. -�" I . - 1� �'tl I I I . i 45-00-00 i BEAM SCHEDULE NOTES 1� I .I 1.11 v - - . ,,� I I ­­­_.........-.....�..........­­­�­­�__-��-� ­­­__.......-.....-.1.1-1111-�- .­­­.-�........-.................1-111 � ­­.­...­­­..................._____ ���­­­...-.............I........1.11.11,-- � -....-.....�........�.....................I......1-11111-� -_­­................­­­­7� 1. FASTEN EACH PLY W1(3)ROWS 10d @ 12"O.C. STA GERED. & "I I A 1� ,� : _11 "'ZI-, vo il 61 %- ,/.�.......... �_­­.................I'll, 1-1-1.11.1--...___ -1-1...11......­___--�.......�..........11-_1� I�-...I...........­­­­ �­­­......-.....___­­­.......�........�...1-11 11--...-................I......-11-1.11-� , .,�j � fl,�� . "" . I -� I I �1% . , , , , , , . 2. FASTEN EACH PLY Wt(3)ROWS 10d @ 6"O.C.STAGGERED. 0 .�,._I , ` "e" I I I .1�,�1 7, �,o \\ \Iz� 11", �A - -I ,5 1> , , - - - - - - 1 3. FASTEN PLIES W1(2)ROWS Y2"DIA.THRU BOLT W1 NUT AND I "I __1 :1� 1�, �,� - - - , - , - - I - - - - - - - - - - - - - - - - - - . � WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. 1. �6, , : -11 � ��, -1,- ,� " i�-1, . �� , ,­ , ,­ k .,. I 1� , i 0 - V�(�,.��-i � .1* �, I �, If 'A I 41%I I w - , � ,�el 0 t" . .. I__ ,_,;.... ..� w-% e% 9--f I 11 I = 11 I a t', '' , ( . �11 I 0 I ,�' ,, "', I-x-p z) v I X %a 1 /4 v ".. 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I I I i 3 .� i i � ; i i i I i I I � i � � ; I : : : : j I i : i : i I I f : j j , I I I j , i i x I 1 i i : i i I i . :� t t : i t L t t t t .. L t L i : t t i t t i t : q 1 i i t . t I i t i : i : : . i t i I t : : : : : ; t I METAIR.- CONNECIFOR ENIG_)INEERING P.E. No. 1457 1 03-03-2015 L I I FRAMING Y TAL CONNECT NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1.MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2.SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3.ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING: O 0 A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS (D BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH LO FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C.- CV Cq 4.PORCH BEAM FRAMING NOTES O 0 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV, � NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION d AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT N (� CY) 0 ELEVATION.3%2'MINIMUM BEARING REQUIRED IN WALL PORCH BEAM TO STUDS W/HTS20 OR MSTA24. B.SHIM BELOW PORCH BEAMS MUST ABOVE TOP PLT ELEV. PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. --I C.POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. z PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR U MSTA24. Q SWB1 � I NOTE 8 / NOTF�8 - D.BBEAM ATTACHED TO EXISTING FRAMING CNfCD j ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACKIq __ --..___ . __ -'_` —- _-_-_-_- STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM __. . .._.._...._ _ ......... ...._._. DIMENSIONS. N WSP HDRs0/2 (2)2x6-1/2 WSP HDR-0/2 5.SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER C/) TYPICAL WALL SECTION SHEET. I 6. HIGH UPLIFT CONNECTION: ®TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C.OR (2)SDWC15600 @ 24"O.C. ®ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL D% STUD"@ MAX 32"O.C. Q ® 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. a- OR(2)SDWC15450 @ 24"O.C. 7.ANCHOR WALL TO BEAM/HEADER/GIRDER BELOW PER"2ND FLOOR WALL 1-- TO BEAM OR HEADER,"SHEET ST-5. 8.BLOCKING&STRAPPING REQUIRED TO MATCH WINDOW TOP&BOTTOM U) w SILL, FULL EXTENT OF SWB,SWB1. X z ❑ O d U ❑ Q Z X N d ❑ U1 ❑ WL, z Nt LO U] ❑ ❑ zf- Zvu7 ® aU LO - i r- Q >. WW ? ® m4 [YQpWLL ❑ ( > ® U7 w w LL - .... . j 0ILW HLY � ® ❑ wUJ ® � U) p ❑ 03 A z - U -imE] ° U) Z � ❑ QL7N = WU] � h ® WW W Q W E" ® w F I I W ° Z U !Y E� 0� r E z w 4 L i. W❑ z ® QX ® © ® - Q ° __. - ----- � � w 0- w -' - Q u 2sruDs w ° a � vWZp ° zu, aaw O Z p W a ° Q w a u NOTE 7 - (2)CS18 (2)2x61/1 NOTE 7 z w w Q �a F o � z Ui w W ROOF GIRDER w mz - _ - - C7 � ❑ zLO ...... ® z W w ® � m - W � u�iwQ � �- U u � Y Q = Q � rzzQU � Q � QE v 2STUDS w In I- I- Iz �hy ❑ zw® rY O a W Lu b U Q - w a ❑ I w p z q u ® - (2)CS18 O w O ® z z r [7h _ �NILU7 ¢ ❑ter - v ❑ O � Oco J ® ..... LL _.._.._............................. r HEFT NO - J �\ o SHEET @ w z' � _ STRUCTURAL z w WSP HaR-o/2 j m FRAMING w m WSP HDR-O/2 _: ..... ....... w � JW J O m O ® JOB NO.: m (� ¢ GL4�4�27 W N W N O ✓ p SUBDIVISION: z -It LL N ® ACC O m Q ( 2uEi-1/1 O 2x6-1/1 ( 2x6-1/1 ROOF GIRDER 31 MEM FLPLAN: OOR i NOTE ls j ® I�®II®man Residence o WSP HDR /2 E DESIGNED: - - - --- - SAE Ll1 NO HDR 0/2 I-' REVIEWED: j ®B t1 REVISIONS DATE NOTE 7 REVISED TRUSS 2-27-15 ®fl 0 LLI z �' 'M ® Ld ll y r F fF „. n� x , {, � a 3 ® L 9 s fr 2 rad t USTRUC �,IRAL } ENGINE RIy TO —A ® ! } s a `` a ;, . A Derek B.Murray, P.E. �a ;r E T E� �G I i a � R I G Q P.E. No.71457 �' ,... �"0��? NECTOR� � .��� .6.m ��; 3 .ate 03-03-2015 --- I I ; I - I � I I I ROOF FRAMING KEYNOTES I � NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (n 1. PRE-MAUNFACTURED SHEAR PANEL � 9 INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON � I I , I FRAMING PLAN a) � � e SHEAR PANEL TO SW DBL TOP PLT W1 10d @ 3"O.C. I i 9 FLOOR DECK TO SHEAR PANEL W1 10d @ 3"O.C. � : I � 2. TYPICAL BEARING BLOCK I , e BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH E � DIMENSION OF TRUSS MEMBER. I � o ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS � BOTTOM CHORD Wt(3)ROWS 1 Od @ 4"O.C.STAGGERED. 0 " iERED 0 ; 0 1 . C1q 1 3. LEDGER FRAMING NOTES: U-) � ............ ____......................................... .�­­.....---------1-1 ��-1----.-.....­­­..............­­I I --.1-1-1......I...11...1.1-1-1-1-1--1­- � . I : V_ 4 : a FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT . � EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX � . 00 . . � . I . "O.C.SPACING) t . : . 24 4 ­_,__-------"..111-­­ ­­---11_111.1.­­_­­-�­-111111111111 1111_.1----------� _-111-11_1_-1_____-____----,--,-----�--l",�,�����-111,111,111,11�,�..­­­­ ____ . I � : ; . I q : . . . 0 � i t . . a ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 00 . ; . . . LOCATIONS ON PLAN I . . ; . * SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 1q, C . . i . ; 4 . PROTECTION AGAINST CORROSION ......... 45-00- a IN WXTERIOR DECK N ACCORDANCE t FRC 502.2.1, E .....-. ... LEDGERS SHALL BE SECURE TO WALL FRAMING WITH ) 0 . � I . . : . . . . . WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT q - I . . . � . . . C'D . ; . I i I . i L'- V . . ; I . i FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. "=a . : . . 1 C,) i I . . ; 4 , i - . : . i I . . 4 i . 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I I-y- � 'OF FINAN111m PLAN = 1 u \� t " I ; IL "I erWU-.'Murray, P.E. ; ; i . � ; I : : : : � ; : : ; : q i ;� ; r: :i :4 -Al .i :1 r t � � ; z ­ : i i 1: ; i ; i � - 4 ; i i .. i i i i i i i i i i 4 7 : i 4 i i 6. ; � : i I t i � i : : : i .� I t i t i :t I -1 t i .L : it 7 i I t � I I I : 1: : 1: : i : : : � i i i 4 : i i i i � j � i : I i i ; : � i . : i i L i i I � T i t : : I : r : . z 4 i i i i i i I I i � � q i i � 4 - � - 1 I : : : i t z i i 7 i : i i i I i i i I i t i i i t : : � I i I � � 4; : i : 1; : . ; i : i : 4 �i I i i t i j i it t I I � I � I: � : : i : , 1. � : ; ; �j 1 i ; r I 1 1 i 1 1 ,�" I . . i :[ � . j �: I....-, � ­.--_:n...11� : I i � : ? � � : ; �I e�el 1416 - 1i \ I I , I , , , , 11 I METAL CONN ECT(DR ENGINEERING < P.E. No.71457 03-03-2015 - I - - - - TYPICAL ROOF DECK. SEE TOP PLATE TO JACK/KING GROUP: SHEATHING SPECS,SHEET ST-1 `(1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. Cn 2x NO 2 SYP BLOCKING TO FIT `\(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8 TIGHT BETWEEN TRUSSES, 36"< C< 8' SEE PLAN OTHERWISE TRUSS OR RAFTER TO TOP PLATE W/ SDWC15600 INSTALLED FROM BELOW (3)10d TOE-NAIL @EACH END. C PLATE AS SHOWN IN INSTALLATION 41 BELOW. LU :�R H2.5A/T OR SDWC15600 IJJWALL SHEATHING TO TOP PLATE W/8d JACK/KING CONNECTOR TO INSIDE 3 ® GROUP FACE OF STUD COMMON,SPACING PER TABLE 2 ST-1. 4' w BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. 2x6 NO 2 SYP BLOCKING AT FIRST L TRUSS OR RAFTER TO TOP PLATE (6)TRUSS BAYS FROM EACH V_ OPTIONS, UNO: TRUSS TOT P PLATE W/ CORNER OF BUILDING. EACH N SDWC1560 OR H2.5A/T TYPICAL TRUSS TYPICAL TRUS5 00 ®H2.5A/T BLOCK TO HAVE(1)A35 TO TOP TRUSS OVER HEADER: L 4 INSTALLED @ INSIDE FACE TO TOP PLATE TO TOP PLATE PLATE. ®SDWC15600 OF PLATE S SHOWN* CONNECTION CONNECTION TOP PLATE TO HEADER W/ H2.5A/T OR SDWC15600 @ HEADER JACMKING PROPERLY WIND LOAD RATED SOFFIT MATERIAL TYPICAL SIMPSON SDWC15600 @ MAX TYPICAL ' EXTERIOR WALL TYPICAL 32"O.C. (SEE HEADER EXTERIOR WALL GROUP AND 01 MAX 32"O.C.,SDWC MAY BE CONTINUOUS @PERIMETER.SEE TABLE 1:COMPONENT TOP PLATE TO STUD W/ INSTALLED TO EITHER FACE OF STUD, SEE AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC15600OR H2.5A/T TYPICAL EXTERIOR WALL FRAMING NOTES ON SHEET INSTALLATION DETAILS BELOW EXTERIOR WALL STA FOR ALTERNATES) c.,� 0 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE TABLE BETTER @MAX G O.C. PER EXTERIOR WALL STUD SPACING.ROOF STUD ALIGNED DIRECTLY PLAN BEARING ONLY. *SEE INSTALLATION#2 BELOW BELOW TRUSS RAISED HEEL `TRUSS CANTILEVER TRUSS HEADER FRAMING LLIi TYPIC ALL SECTIONALTERNATE ROOF—TO—WALL CONNECTION ALTERNATE SECTIONS T ROOF > (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) SEE TABLE 2:WOOD STRUCTURAL PANEL I SHEATHING REQUIREMENTS FOR TYPICAL SHEATHING SPECIFICATIONS 0 STUD TO BOTTOM PLATE @ HEADER TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE �p LU JACK/KING GROUPS AND @ 32"O.C.W/ STUD TO BOTTM PLATE @ HEADER JACK/KING iv WALL TYPICAL EXTERIOR OR OPT.2x LEDGER,ATTACH (2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32 O.C.W/SDWC15450, .- W7 8d COMMON @ 3 O.C. I INTERIOR LOAD BEARING TO FLOOR TRUSS TOP BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF WALL SPLICE WALL SHEATHING OVER CHORD W/10d @ 6"O.C. I SEE INSTALLATION DETAILS BELOW STUD, SEE INSTALLATION DETAILS BELOW RIMBOARD. INSTALL(2) ROWS 8d U) BOTTOM PLATE TO TRUSS @ 24"O.C. COMMON NAILS ABOVE AND BELOW h� ALTERNATE SHEATHING BOTTOM PLATE TO TRUSS @ 24" W/SIMPSON SDWC15600 CONNECTOR: ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS V O.C.W/5DWC15450 BOTTOM PLATE TO RIBBON BOARD CONNECTOR: (MIN 1=2',MAX 5'°)AND SPACE NAILS W/10d @ 6"O.C. EXTERIOR WALL 12'x MIN. 18 GAGE @ 4"O.C.STAGGERED. COVERING PER SPECS METAL STRAP @ 48 TO LAP UPPER AND GAP PER APA RECOMMENDATIONS GABLE FLOOR LOWER LEVEL WALLS 12" O.C.W/MIN(5)NAILS CONTINUOUS 2x4 EACH IN UPPER AND _j TRUSS BY OTHERS AS SHOWN. MIN(5) RIBBON BOARD LOWER STUDS/HEADER NAILS PER STUD Z ( WALL SHEATHING TO BOTTOM PLATE W/ .75"THICK(MIN)OSB/PLYWOOD RIM TO d COMMON,SPACING PER TABLE 2,ST-1 MATCH FLOOR DEPTH _._.... ......... I 2x4 N0.2 SYP DIAGONAL BRACE @ 48" 1 \____�ONTINUOUS 2x4 RIBBON BOARD O.C. DIAGONAL BRACE TO FLOOR U) WOOD FLOOR WALL SHEATHING TO TOP PLATE W/ TRUSS OR DBL TOP PLATE W/(3)10d N 8d COMMON @ 3"O.C. d x WALL SHEATHING TO TOP PLATE W/8d r TRUSSES BY OTHERS TOE-NAILS AT EACH END. w w a z 2 ❑ a � Q I w v h 11 � � W ❑ COMMON,SPACING PER TABLE 2,ST-1 ® < z ALTERNATE STRAP @ la w D J - z TOP PLATE TO TRUSS HEADER TYPICAL EXTERIOR WALL Lo w ® ❑ F- z v u1 ° e n Ul CONNECTOR. SEE JACK/KING GROUPS AND @ 24"O.C.W/ 4 h W p ® m ¢ 4 zi w LL "METAL FLAT STRAP SDWC15600 EXTERIOR SHEATI-TING TO SPAN METAL FLAT- Sof P 2N® LEVEL ALTERNATE Y" WSP RIM BOARD ® w 1Z X > ® u� w u ❑ ° �n 7 ° 2ND LEVEL STUD To I SIMPSONTSDWC15600 @ 48°O.C.wi CONTINUOUS ACROSS FLOOR SYSTEM STUD TO 1ST LEVEL STUD SPLICE CONNECT-ICN PARALLEL FLOOR TRUSS W ° oma z F ° } w z ° 0 STUD TO TOP PLATE @ HEADER JACK/KING MAY BE INSTALLED@TO EITHER FACE OF STUD, LU Q 11 D a L9 w m � w 1sT LEVEL STUD" ALTERNATE FLOOR—TO-FLOOR FLOG UPLIFT ° w � � DWF- _ � w ❑ aU � DETAILw �. q [Ju� zwwN � ww SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3°MAXIMUM q z ❑ q J 1- �- a z w q w 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOG UPLIFT CONNECTOR NOTES: TYPICAL EXTERIOR OR Q w z a o ® z ® X p ® D ry SPF OR BETTER @ MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE INTERIOR LOAD BEARING WALL Cp a W w � z ® p z w ] ® q w 16"O.C, UNO. SEE PLAN FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER w q x w w - ❑ q li w ADDENDUM zzq �F ❑ ° < D - zw ❑ z 2. ALTERNATE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48'° LLI W - z w 4 z q < w w _ i z TYPICAL WALL SECTION — T' DANCE WITH SUPPLEMENTARY ry W h z w w ' E CC PTABLE OPT ON N ACCOR O.C.W/12"x 18 GA.METAL STRAP Lli w ¢ W X E Z Z v ] Z ' w ® DOR KTESYST MISA E 1 I - 3. TFIREADED R QUIC I w � Z J I- Z ® Z Z DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN(5)NAILS EACH IN STUD _ T >- z q ❑ _ _ 4. w ❑ C7 q w REQUIRED UNDER GABLE TRUSSES AND WHEREAND BEAM z ZGO < } wmwaDEzzI � Z z ❑ — 1 wzJ20 _ wn � wwQal COMMON TRUSS SPAN IS WOOD BEAM OR TRUSS D D w D h 7 0� w n _ GIRDER PER PLAN j < Z >- Z2gvw � - ® � qw ® F- FIzPj_ VDZwD W - M Z ti q U D I w p Z q ®ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2'° MIN 1/z"36 KSI ® r U l, z 3 w a U3 Q C1 � z o a SQUARE WASHER: -MIN)/2"x10"L-HOOK THREADED ROD MIN 12"Ox 6"TITEN HD MIN Y2"Ox 6"TITEN HD MASA TO TOP OF LL. ®TWO STORY-STUD TO BOTTOM PLATE @ ANCHOR BOLT OR HILTI KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PLATE W/(6) SHEET No.: ®EACH SIDE OF OPENINGS 10d x 1 2 HEADER JACK/KING GROUPS AND @ 48" .WITHIN 12"OF END OF PLATE SEGMENTS DO NOT USE J-BOLT AT ADHESIVE(OR 1 „ z O.C.W/SDWC15450 ®MAX 48"O.C.OTHERWISE APPROVED EQUAL) 2'DIA,x 22"MIN ®SINGLE STORY-STUD TO BOTTOM PLATE HOLD-DOWN TO TOP OF WOOD coNNEcroRs 2ND FLOOR WALL TO SEAM OR HEADER TYPICAL ALL EMBEDMENT @ HEADER JACK/KING GROUPS AND @ PLATE � APPROVED 32"O.C.W/(2)SDWC15450 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) WEDGE ANCHOR ®SDWC MAY BE INSTALLED TO EITHER WALL SHEATFIING TO PT SILL PLATE WITH �: OR EQUAL @ 48" FACE OF STUD,SEE INSTALLATION 8d COMMON, SPACING PER TABLE 2,ST-1 7/ ,,\\- MASA TO SIDE OF SECTI8' EMBED AT STEMWALL ` BOTTOM PLATE W/(3) KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH � O.C.MAX W/2" DETAILS BELOW 1, 1 „ MSTA36(OR CS 18)WITH(18)10d. ® JOB NO.: BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC % 10d x 1 2 SQUARE WASHER z MONOLITHIC OR MONOLITHIC SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER U GL44.27 AND CENTER OF FASTENERS. MONOLITHIC OR oa ° STEMWALL FOOTING FOOTING ONLY STEMWALL FOOTING r; U � " MASA SET YZ'TO THE BELOW PER SW SHEAR WALL SCHEDULE ON SHEET a 44 a <; INSIDE OF SLAB. ST-1 ® SUBDIVISION: MINIMUM-"/MAX/4'GAP BETWEEN APPROVED ADHESIVE ° 1 1 4: ° a d / a BOTTOM OF PANEL AND TOP OF SLAB. PER PLAN FLOOR OR EPDXY ANCHOR �3' **SYSTEM EXCEEDS 16"DEPTH, USE SIMPSON CS18 (� ° / a ° MIN. EXCLUSIVELY a MONOLITHIC OR MONOLITHIC MONOLITHIC 4 MIN STEMWALL FTG PER / / / // / 1�4 PLAN FOOTING ONLYERNATE Q a �\\\\��\i\�\i\�\�\\\\ L� i A F L LOT NO.: 1 n 1n 1ff OOR z 31 /2 DRILL & EPDXY SCREW ANCHOR IN SCREW ANCHOR IN EXTERIOR SHEATHING TO RESOLVE Y2" J-BOLT ANCHOR ANCHOR 2x6 BOTTOM PLATE 2X4 B�TTCM PLATE MASA ANCHOR FLOOR PLAN: a a \�/ WALL UPLIFT AND SHEAR AT SILL / PLATE. TYPICAL, UNO. `TYPIC L 1 Lf� I ® Holloman �Sid�1lG� /� �+ Z DESIGNED: TYPICAL ALL CTI BOTTOM PLATE ANCHOR NOTES: 1c� DAE 2//4"-2y4" (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) E OF OPENING W 2. TYPICAL ANCHOR BOLT SPACING IS O.CCH .,SEE PLAN FOR NON-TYPICAL BOLT SPACING. REQUIREMENTS 1® REVIEWED: TYPICAL WALL SECTION NOTES: 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT X �t WITHIN 12"O THE END OF ANY PLATE Pressure W [, � 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x® NO.2 SYP FASTENED W/(2) ROWS 10d I@ O.C. STAGGERED a.�, .:a.. ; .. .., treated sill 0- (UNO). MINIMUM 43"' LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 4. ALL BOLT AN HOROPTIONSREuIRENUTAND2"sQUAREWASHER :: t a+.° ;� + °' REVISIONS DATE 2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITiES. a 30 REVISED TRUSS 2-27-15 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL s®wc1545oatsi(Iplateconnection 4•. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SMEAR WALLS Optimal22Y2° 10° o°Finish:BlackE-Coatrm 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK Note:sill plate anchor to foundation not shown for clarity. ® . E SDWC INSTALLATION SPECIFICATIONS, A PROVIDED Y SCREW MANUFACTURER 11 SDwcsTUD-To-sILLPLATEcoNNECTIQN "NOTEirk �kh LL! r � 1® FRAMER' "NOTE TO FRAMER" MAX(1) All SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF 6C / EACH STUD,(2)SDWC TO NARROW FACE EACH STUD,(2)SDWC TO NARROW FACE OF STUD REQUIRES(2)STUDS OF STUD REQUIRES(2)STUDS U) Optimal 22,1/2' f, D10° 0° Rafter or Truss3/4min L_rrn ®. " . ® M, 30°Ma Yz"minimum4 rrin 3'a BD " h� . , Y2'"Min 30° edge distance Optimal 22/z° S IL 9 1 �fDWC15450 ng U \ for full values Splice may be in 30° 10° 0° E \ (with or without upper or lower MIDI Y2' EDGE ® Do not install SDWC in a plate splice) plate DISTANCE ;fi;y, hatched area O KM U) STF�I CT RAL y- ,� EJVGINE `ITV � '✓ SDWC'15600 1 f � 2"Max 3° //4° 1 Offset Y4"from 2 Min top plate splice ® r Overhan 1 /4"Max SDWC15600 for full values MIN Y2' EDGE DISTANCE _/ Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 Rafter to Top Plate shown SDWC15600 SDWC15600 (1)SDWC (2)SDWC \eY gww` r � O.1 SDWC15600 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to Top Plate similar Note:Stud-to-Bottom Plate shown.All other installations similar. xy °„ meqIZI =SDWCIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT.SDWC STUD-TO-TOP PLATE SDWC INSTALLATION RANGE PT. SDWC STUD-TO-SILL PLATE CONNECTIONSDWCEDGE DISTANCE AND SPACING INFORMATION LLI +„s STANDARDSDWCROOFTOWALLINSTALLAT(ON 1STANDARD SDWCROOFTOWALLINSTAIJ ATIONRPNGE 2 OPT.SDWCINSTALIAl10N-TRU RALIGNEDWffHSTUD �� OPT.SDWCINSTALLAl10NRANGE STUD TO TOP PLATE CONNECTION) 4 CONNECTION THROUGH NARROW FACE 4� AT NARROW FACE OF STUD 11210 THROUGH NARROW FACE AT FDN 1 3 r. ° :Derek I�ll&6 P.E. ��° 1� ah METALCONNECTOR � ;� , ..x, \� � � � y � �,� Q P.�'No.71457 �.���,.� ��tag E R E� �v1.W I N E ,� ��� 03-03.41 15 r SWB1 (1)DIAGONAL BRACE PER('10)TRUSSES APPLIED TO FASTEN DBL STUDS AT END OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT OF SHEARWALL AND KING APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. Cn STUDS W/(1)MSTA24 II II II II CONTINUOUS LATERAL RESTRAINT (CLR). QUANTITY AND LOCATION ® DEFINED BY TRUSS SHOP DRAWING. HEADER PER PLAN _Jz t NAIL THROUGH 7/16"OSB INTO SPF OR BETTER FRAMING WITH 8d @ 3"O.C.(TYP APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE AS SHOWN)• SIDE OF WEBS MADE OF MORE THAN ONE PIECE, p CV DO SO WITH OVERLAPPING BRACES LIKE THIS(TYP EVERYWHERE DBL CROSS PLATE ABOVE AND ° BELOW OPENING TO DBL 2x4 BLOCKING W/(2)CSI W/MIN(5)1 Od L; EACH END OF EACH STRAP(TYPAS` SHOWN) d TRUSSES NEEDING BRACING N C9 0 FASTEN STUD GROUPS TOGETHER u_W/(2)ROWS 10d @ 8"O.C.,STAGGGERED Ld LATERAL �II�IG m I��L�II�L TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). WALL END STUDS TO TRUSS/WALL 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY FRAMING BELOW W/(2)CS18.W/MIN(9) CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 10d EACH END OF STRAP,TYP(2)PLACES 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. O 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). 5. DESIGNED PER BCSI-B3,2007. U i TOE-NAIL MIN.2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ KING STUDS TO TRUSS/WALL FRAMING tV `10d COMM NS EACH END ROOF DECK--\ (3) BELOW W/CS18 W/MIN(9) 10d EACH END 2x4 SYP OUTRIGGER @ 24"O.C. J,A OF STRAP,TYP(2)PLACES _. SWSI-SPECIAL SHEARWALL DETAIL CLIP TO GABLE TOP CHORD WITH CONTINUOUS LATERAL RESTRAINT WEB '. ,,° SHEATH ONLY ONE FACE OF WALL (1)H2.5T w/(10)8d x 1-z �s°MAxs^MAx �s°MAX BRACE SUBSTITUTE UNLESS NOTED OTHERWISE ON PLAN. ` 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH WEB BSIZE BER SPECIFIED TORRNATESC ACING � BLOCK TO ROOF;-DECK AND DBL ' D'=f; O.C. r 9 ROOF DECK 2x4 1 ROW 2x4 (1)2x4 0, TOP PLT WITH 8d COMMON @ 3 FASTEN 2x6 NO.2 SYP r ��� 2x4 2 ROWS 2x6 (2)2x4* DIAGONAL BRACE TO 'TRUSSES PARALLEL TO WALL: ROOF TRUSS T-BRACE FASTENED`tO 2x6 1 ROW 2x4 (1)2x6 � BLOCKING w/(6) I GABLE TRUSS 2x4 SPF(MIN) NAILER FASTENED WEB W/10d AT 6"O.C. 10d COMMONS TO DBL TOP PLT W/10d 3'°O.C. OR RAFTER 2x6 2 ROWS 2x6 (2)2x4* _ @ 2x4 SPF(MIN)BLOCKING cB BETWEEN EACH TRUSS. 2x8 1 ROW 2x6 (1)2x8 (2)2x6* 2x6 N0.2 SYP DIAGONAL BRACE, I TRUSSES PERPENDICULAR TO WALL: FASTEN TO BEAM w/10d @ 2x8 2 ROWS 2x6 z 4° O.C. L-BRACE FASTENED TO O SEE PLAN WALL SHEATHING PER PLAN 2x4 SPF(MIN)BLOCKING 0 ®UP TO 8FT SINGLE 2x6 ONLY BETWEEN EACH TRUSS. FASTEN TRUSS PORCH WEB W/10d AT 6"O.C. ®UP TO 20 FT,2x6 W/2x6 T-BRACE TO DBL TOP PLT W10d @ 4"O.C. SINGLE TRUSS BRACING L OR T BRACE VERTICAL BEAM W/SDWC15600 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) REINFORCEMENT PER C0 RESTRAINT CLR IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE I z TRUSS ENGINEERING ( ) I, W a 20 FASTEN 2x6 N0.2 SYP"T-BRACE" SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. Q . ❑ TO DIAGONAL BRACE w/10d 3/s'OR THICKER CDX WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR a U a z a < m COMMONS @ 3"O.C. OR OSB FASTENED TO *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Q a y W V I- p W w ❑ TRUSSES, RAFTERS REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND �fl ul 0 0 z Z p w a a 0 0 wm a 2x WALL FRAMING s"MA�c 6"MAX �s"MAx TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. Q; a o - 0 m Q a D w L 8'-0"ORAS SHOWN ON PLAN OR BLOCKING W/8d 2x4x8'-0"NO.2 SYP LATERAL w w w W N m a COMMONS @ 3"EDGE, PORCH BEAM - ® i- a W y ® m ❑ v 2 BRACE @ 48"O.C. FASTENED �, 12"FIELD. PERMANENT WEB BRACING a a w ❑ W w a - a 1 TO EACH TRUSS w/(3)10d PORCH BEAM TO POST: U) a m a w W F w J m d z E I- a I- w COMMON SH®A®RING STRUCTURAL (%9 z a ❑ Q fn w T W m w a z (1)MSTA24 POST TO SLAB: Q w I- ❑ x = N m ABU POST BASE ANCHOR FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR DBL TOP PLATE PER PLAN OR DTT2Z Cn Q F u z W X a ® ❑ � .p W W OW- ❑ W FROM TO DIAGONAL BRACE TO TOP PLATE (UNLESS NOTED OTHERWISE)` [7 ¢ m z o z m p Q u tj TYPICAL PORCH SHEATHING DETAIL ROOF TRUSS 6, z z Q x 1W ❑- a Q ❑ W I a 0 z GABLE TRUSS TO TOP CHORD CONNECTION THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES _ OR RAFTER L>I - aw rz [� UNLESS NOTED'OTHERWISE.' w w z x Q w 0 Qul W L W � Q � W2hagl]- ZU7ww ° A) TOE-NAIL TRUSS BOTTOM - z z �- z Q 0 a ❑ ❑ m Q w z w/10d COMMONS ORD TO TOP PLATE 8EO.C. PER ENGINEERING KING AND K STUDS W ® n r a w a ❑ z r 2x6 FRAMED EXTERIOR WW � Qm � ® aQ � z3 � hQ Q Qz } z r mwa _ WQa ATC W/3"SQUARE = Q a 1- @ WALL PER PIAN FINISH AND TRIM WORK BY z W w ® z � w Y Z z w a � c h O B STRAP TRUSS TO TOP PLATE n F I- w BUILDER' •PORCH BEAM, SEE PLAN x a"WASHER @ TOP z v Q � v a ❑ 2 w a z Q WITH MSTA12 w/(8) lY ❑ w ° Q � � r _ ❑ 10d COMMONS @ 48"O.C. - FOR SPECIFICATION OF BEAM O v F ? 3 N a w Q ❑ m P z u O WEATHERSTRIPPING/STOP •DRILL BETWEEN PLIES OF a„ .J `a OSB OR PLYWOOD LL t GARAGE DOOR BEAM T U ALLOW ATC TO BE BEARING PLATE Z SHEET NO.: CONTINUOUS i i ' - --- ---7 i O G8� ABLE ANGLE BC LING DETAIL (W/ HGA10) --- - % STRUCTURAL 1) MAX.TRUSS SPACING=24"O.C. 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM DETAILS OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE 2x6 SYP GOAL POST ATTACHED TO STUDS W/ NOTE: JOB NO.: TRUSSES W/12"OR LESS OVERHANGS. , IN LIEU OF SPECIFIED DECK SCREWS FOR CJ . c2)Rows OF 3-Z"GALv � ¢ L4427 DECK SCREWS12"O.C. GOAL POST ATTACHMENT,THE GARAGE @ DOOR SUPPLIER MAY SPECIFY A; 6x6®R LARGER N0.2 GARAGE DOOR TRACK FASTENING PATTERN OF THE GARAGE SUBDIVISION: SYP PT HOLLOW TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN ATTACHED PER MANUF. DOOR TRACK DIRECTLY TO THE KING AND COLUMN o -. CC BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH WRITTEN SPECIFICATIONS JACK STUDS,THROUGH THE GOAL POST. LL (3) 10d EACH END BLOCK TO ROOF DECK AND DBL FASTEN 2x4 NO.2 SYP DIAGONAL TOP PLT W/8d COMMON @ 3"O.C. i i Q ROOF DECK: LOT NO.: BRACE TO BLOCKING Wt(6) 1 O GARAGE DOOR JAMS DETAIL'WITHOUT SUCK 2"ATC CONTINUOUS v 2x4 SYP OUTRIGGER @ 24"O.C. z 31 CLIP TO GABLE TOP CHORD W/ FROM CMU PIER TO TOP s OF PORCH BEAM ® , (1)H2.5T W/(10)8d x 14' (D FLOOR PLAN: WB ! ! ® H®II®rnan Residence GABLE TRUSS ®FASTEN DBL STUDS TO TOP PLATE AT O END OF SHEARWALL AND KING STUDS W/ i DESIGNED: 24"LONG 2x4 NO.2 SYP SCAB (2)MSTA24. _ - ®�� APPLIED TO GABLE VERTICAL FASTEN STUD GROUPS TOGETHER W/ 0 W/10d AT 3"O.C. HEADER PER PLAN 12d @ 8"O.C.(TYP) X REVIEWED: U-1 DB 2x6 NO 2 SYP DIAGONAL BRACE 2x6 NO 2 SYP DIAGONAL BRACENAIL THROUGH'/6"OSB INTO SPF OR '• °" '° '° REVISIONS DATE (SEE PLAN FOR LENGTH) I I BETTER FRAMING WITH 8d @ 3"O.C.(TYP •UP TO 8FT SINGLE 2x6 ONLY AT HATCHED EDGES) I FASTEN(1)SIMPSON HGA10 BRACE •UP TO 20 FT 2x6 W/2x6 T-BRACE �REVISED TRUSS 2-27-15 CONNECTOR FROM THE DIAGONAL BRACE TO GABLE VERTICAL DBL CROSS PLATE ABOVE AND BELOW OPENING TO DBL 2x4 BLOCKING W/(2)CS18 0 OPTIONAL COUPLER FASTEN 2x6 NO.2 SYP I OR(2)MSTA36(TYP AS SHOWN) z '°T-BRACE"TO DIAGONAL RATED FOR MIN 3200 LB BRACE W/10d @ 3"O.C. I I I I 2x4 NO.2 SYP BLOCK CONTINUOUS > *` OWN ON PLAN I I BETWEEN DIAGONAL BRACES. Y2"DRILL&EPDXY ---------------- ® . 8'0"OR AS SH W/MIN 12'°EMBED a FASTEN O DBL TOP PLATE W/10d 2x4x8'-0"NO.2 SYP LATERAL I AT 3 O.C. BRACE @ 48"O.C. FASTENED I , y TO EACH TRUSS W/(3) 1 Od \/\ O X FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR I I I I BOTTOM PLATE ANCHORS AT 24 O.C. (UNO) \ ~ ` FROM TO DIAGONAL BRACE TO GABLE VERTICAL PER TYPICAL WALL SECTION /�\\/\ \\/\ y/ y , l •H175 AT WALL SEGMENT END STUDS D' GABLE TRUSS TO TOP PLATE CONNECTIONDBL TOP PLATE PER PLAN / \/ Q to 1. FACE NAIL GABLE BOTTOM CHORD TO •AT SECOND LEVEL WALLS, END STUDS TO / CONTINUOUS BLOCKING W/10d @ 8"O.C. IST LEVEL STUDS W/(2)MSTA36 OR i///\ p o ® \\/ � 9TR ; TUR6L, 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 (2)CS18,1ST LEVEL STUDS TO SLAB W/ \/\T /\\ o,> NtlRtN' EXTERIOR WALL PER PLAN HTTS \�/i//\//\//\//\//\ W/(8) 10d @ 48'O.C.OR TOP PLATE TO •HTT5 MAY BE INSTALLED AROUND CORNER \ \\/\\/ TRUSS BOTTOM CHORD W/SDWC15600 INSTALLED VERTICALLY WALL SHEATHING PER PLAN •LTT19, LTT20B,OR DTT2Z AT KINGMACK HOLLOW COLUMNFRAMING TAIL STUDS a •AT SECOND LEVEL WALLS, KING/JACK GABLE ANGLE BRACING bETAIL (W/ �IGA10) STUDS TO 1STtEVEL STUDS W/MSTA36 1) MAX.TRUSS SPACING.=24"O.C. OR CS18, 1ST LEVEL STUDS TO SLAB W/ X' \; p 3� 2) OUT BLOCKING&CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR HOLD DOWN. NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. SWB®SPECIAL SHEARWALL DETAIL •(6)NAILS OF LTT20B MAY BE OMITTED a r11-JI,° � .:C?e��I�B;l)illurray, P.E. 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. • SHEATH ONLY ONE FACE OF WALL,UNO 1 ENGINEERING � I�$�; ;�; I N P.E. No.71457 THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS 1,.,� ( '" CONNECTOR I �. � ` ' ) 03-03-2015