394 8TH ST - STRU DWGS DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIRE:MENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX
NOTES3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS
Building Code T STUCCO AND DIRECTLY DTT2Z (8)Y4"xl Y2"SDS SCREWS IN STUD CS181CS18 ST-2......................FOUNDATION PLAN
Florida Building and Residential Codes,5"Edition (2014) (D MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W18d (NOTES 2,3) Y2"0 x 4 Y2"EMBED EPDXY OR SCREWANCHOR (9) 1 Od COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN
9 z ADHEREDSTONE COMMON: 6"D.C.AT PANEL EDGES, 12"O.C. IN THE FIELD; MIN.2x4 BLOCKING IS ST-3A........... ........1 ST LEVEL ROOF FRAMING PLAN
IX -m ST-4............ .........2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
Code for Design Loads (NOTE 6)
REQUIRED AT UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 Y2"IN STUD/BEAM/TRUSS,
ANSIASCE 7-10 x (NOTES 2,3) 0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7) 1 Od x I Y2"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
LOU ST-5.......................TYPICAL WALL SECTION SHEET
U) ST-6......................SECTIONS AND DETAILS
ROOF LOADING................................................C,= 1.25 ALL OTHER VENEER MIN 1/1,"24116 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTAL W/�d w
REQUIRED HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, MS241MSTA24 (9) 1 Od COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) CO
TOP CHORD LIVE LOAD............... ......... .........20PSF (NOTE 8) COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD; MIN 2X4 BLOCKING IS (NOTES 2,3) V 0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) C)
TOP CHORD DEAD LOAD....................... .........7 PSF AT ALL UNSUPPORTED PANEL EDGES. LEGEND (Iq
BOTTOM CHORD LIVE LOAD (D 04
ATTICS WITH LIMITED STORAGE....... ........20 PSF(PER FRC) (20)SIDS Y4"x 3" SCREWS IN STUD GROUP OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL
:�e OD �z TILE ROOF MIN 1%2"32/16 SPAN RATED PLYWOOD INSTALLEDWITH LONG DIMENSION HDQ8-SDS3 7/,"DIA.x12"EMBEDANCHOR IN CONCRETE MS36IMSTA36 (13)10d COMMON EACH END CY)
ATTICS WITHOUT STORAGE........... .........- 10 PSF 0 z PERPENDICULAR TO SUPPORTS W1 8d RING SHANK MAILS: 4"O�C.AT PANEL EDGES AND ALTERNATIVE FOR THE APPLICATION SHOWN _j
(NON-CONCURRENT) u - (NOTE 7) UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 LL
m 8"O.C. IN THE FIELD (38)16d SINKERS INTO STUDS (11) 10d x 1 Y2"IN TRUSSIRAFTER EOR ENGINEER OF RECORD 0
BOTTOM CHORD DEAD LOAD............... .........5 PSF 0 w 0 DIMEN31ON HTS20/HTS20 04 E
< F_ SHINGLE AND METAL ROOF MIN%"40120 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG STHD14 (WET EMBED) (11)10d x 1 Y2"IN TOP PLATE AND/OR STUD EW EACH WAY
PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES,6" LID
0 m z (NOTE 91) O.C. IN THE FIELD.
W U) OSB ORIENTED STRAND BOARD
WIND LOADING................................. ............... Cd=1.60 LTT20B (10)1 Od x 1 Y2"IN STUDS (5)8d x 1 Y2"IN TRUSS C14
ASCE 7-10,3S GUST................. ...................... 130 MPH FLOOR DECK SHEATHING: HA4/H2.5T WSP WOOD STRUCTURAL PANEL 00
23/,2"T&G OSB OR PLYWOOD Wt 1 Od COMMON: 6"O.0 AT PANEL EDGES, 12"C i.C. IN THE (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREW ANCHOR (5)8d x 1 Y2"IN TOP PLATE SYP SOUTHERN YELLOW PINE
BASIC WIND SPEED (NOTE 5) FIELD. SPF SPRUCE-PINE-FUR
EXPOSURE CATEGORY....... .......................... B (5) 1 Od x 1 Y2"IN TRUSS CONT CONTINUOUS C)
BUILDING CATEGORY..................................... 11 PORCH CEILING BOARD SHEATHING: MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W1 Ed ABU44 (12) 16d COMMON& x 7"DRILL&EPDXY HA8/H8 (5)1 Od x 1 Y2"IN PLATE D.C. ON CENTER I
ENCLOSURE CLASSIFICATION....... . . - , - ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. Iq m E
INTERNAL PRESSURE COEFF.... ................... 0.18 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 314"WIDE, UNO. 04
C&C DESIGN PRESSURES.............................. (SEE TABLE 1) 'SW'DESIGNATED SHEAR WALLS. MIN OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W1 Eld COMMON: 3" (12) 16d COMMON& x 7"DRILL&EPDXY (9) 10d x 1 Y2"IN STUD (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) 04
(NOTEEI) O.C.AT PANEL EDGES, 6"D.C. IN THE FIELD (UNBLOCKED HORIZONTAL PAN L EDGES), ABU66 (12"EMBED AT GARAGE DOOR RETURNS) TSP (6) 10d x 1 Y2"IN PLATE LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 314"WIDE ce) LL_
12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER, 3 1/2"WIDE, UNO.
FLOOR LOADING................. ............................C,=1.00 NOTES: I I
TOP CHORD LIVE LOAD..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 1%2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF Bid RING HU28-2, HUC28-2 (6) 1 Od COMMON IN BEAM SPH4/SPH6 (12) 10d x 1 Y2"IN STUD QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS Ld L0
TOP CHORD DEAD LOAD.............. ...._ 10 PSF SHANKNAILS. (0.148"x 3"LONG). QTG QUICKTIE GREEN,SEE-TABLE 6:UPLIFT ANCHORS _j
BOTTOM CHORD LIVE LOAD..........................0 PSF HU410, HUC410, (18)16d COMMON IN HEADER _j
BOTTOM CHORD DEAD LOAD........................5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W1 Ed GALVANIZED BOX NAILS. HU210-2, (10) 10d COMMON IN BEAM DSP (6)10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS 5: A_!
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATEDWOOD STRUCTURAL PANEL. HUC210-2 (8) 10d COMMON IN STUD/HEADER INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS z :3
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0 U)
SPECIAL FLOOR(GAME ROOM)LOADING. Cd= 1 00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA10KT (4)SDS Y4"xl Y2" SCREWS IN TRUSS/RAFTER QGT (18) 10d x IY2"IN TRUSS W1 QUICK TIE UPLIFT ANCHOR INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM U) Cn
TOP CHORD LIVE LOAD................................ ..60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP (4)SDS Y4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN y _0
BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8-4'O.C. (UNO ON FRAMING PLAN OR SW 0
TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING, Eld RING SHANK NAILS OR Bid SCREW NAILS ARE RECOMMENDED. SPECIFICATIONS) <
BOTTOM CHORD LIVE LOAD...........................0 PSF (26)16d SINKER IN WALL FRAMING QGT2 (30)16d x 1Y2"IN TRUSS W1 QUICK TIE UPLIFT ANCHOR
6. 1/32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TI-CHNICAL LGT3
BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, (12)SOS Y4"x 2 Y2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM cli
CD
MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/161,24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES:
DEFLECTION CRITERIA 7. 19%2"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SF OULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT LIU
2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS.
ROOF TRUSSES.............................................. LIL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/12"APA RATED OSB OR EQUAL MAYBE USED TO SUPPORT TILE ROOF. 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): 0 0
TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W1 UNBLOCKED HORIZONTAL PANE L EDGES. STUD COLUMN KEYNOTE CALLOUT (1)
TL MAX 1 UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. - QTB= DTT2Z, LTT20B I-_
40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD - QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS
ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUC1 URAL QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE, UNO,
OPEN WEB FLOOR TRUSSES/BEAMS......._ LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 4. PR;DUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 2 STUDS o� 0 0
W U)
TL/240 ALTERNATES. REFERTOQUICKTIE CATALOG FORADDITIONAL INSTALLATION INSTRUCTIONS. 0 =) -ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 0
TL MAX TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN Owq!�.l 6. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. of G� y
NOTES 1, 2,3 6. POSITIVE PLACEMENTGUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIEDABOVE MAY BE USED FORABU POST DTT2Z BOTTOM OF STUD COLUMN CONNECTION Of
WOOD I JOISTS................................ .............. LL/480 BASE ANCHORS,CS1 6,AND MSTA FLAT STRAP$. -1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN <
TL1240 STUCCO FINISH-U360 FLEXIBLE IFINISH-1-112) OR QT-REQUIRED FROM TOP PLATE TO SLAB.
BEARING CONDITION �T L TABLE 8: SPECIFIED SHEARWALLS -ikb LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL z
TL MAX Y2" &STUD TYPE WALL HEIGHT WALL HEIGHT NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDSIHEADER/BEAM OR QT-REQUIRED FROM 0
NOTES: F8F T 9 FT 10 FT 11 FT 12 FT]F8FT 9 FT 10 FT 11 FT 12 FT END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB.
___F24 16 10 12
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD 24 16 12 24
FBC 1605.3.1.1. - SWTYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT (0
16
z 2x4 NO.2 SPF 24 16 16* 24 2�- a
0 2� 24 1 SW1,SW2,SW3,SW4
(2)2x4 NO.2 SPF 24 24 24 16 16 24
TY v z a: x A
TABLE 1 : COMPONENTAND 0 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. MSTA24 PE OF STRAP CONNECTING HEADER TO JACK STUD 0 < Z
0 2x6 SPF STUD 24 24 24 24 24 24 2 24 2. QTB/QTO MAY BE SUBSTITUTED W1(2)MSTA24/MS24, (2)H8, OR(2) KING/JACK GROUP BOTTOM CONNECTION wo se - w 0
x --- DSP. On :0 0 0 Z 0- Z 13 in a 0 �
CLADDING DESIGN PRESSURES 2x6 NO.2 SPF 24 24 24 24 24 24 _2� 24 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP I, � 0� 0 j - Id Lj a] 0:
ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION, SHEET ST-5. - � IL a Z w � - In -J z z 0
:2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD < M < 0: < D W �
(QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) GROUP TO I ST LEVEL STUDS/HEADERIBEAM. A w w � ir U1 E Q
2x4 SPF STUD 16 12 Ob - a E > O � J- 00 2
WINDOWS AND DOORS F:K�� z a Ld W W � 0 - Ix
0 2x4 NO.2 SPF 24 16 16* 24 16 16 1� (2)ADDITIONAL WALL STUDS REQ. FOR QTO NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP M a I- x F- A z O_ C)
Z Or OD a o. Z p w M 0 z 13
EFFECTIVE ZONE DESIGNATION < 0 a 0 IL >- LU Ld In a]
u- 0 (2)2x4 NO.2 SPF 24 24 24 16 16 24 24 24 24 16 U) z . - W U
WINDAREA 1Z-Interior Zone(psf) EZ-End Zone(ps� END STUD GROUPS LU 4 EL P < 0 m w w m F I In C, a:
0 Ld 0 w :1 2: Lj
0 2x6 SPF STUD 24 24 24 24 24* 24 24 24 24 24* HEADER FRAMING KEYNOTE CALLOUT
ft2 12� SWTYPE NUMBER OF STUDS 0 Z L 1 0 2 013
0-20 +18.24 -19.79 +18.24 -24.42 101/ V)
2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 SW1, SW2, SW3 )2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING w w a. y a: w
21 -50 ft2 +17.36 -18.91 +17.36 -2 - 2 it Lj . 0 0 :1 w
2.67 NOTES: z5vv SW4 3 1 I� LID z w w z w 0 < 2 w
51 ft2 1_.-STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED 01 HERWISE ON I NUMBER OF JACK STUDS EACH SIDE OF OPENING Of z x W 0 0 F- 1 0 z
100 ft2 +16.31 -17.86 +16.31 -20.56 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP w �- z
-x < w G�
PLAN. SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP LLJ w z z
ft REQUIREMENT. w m w 2 1- 0 Z Ld A
[:7150'1 -'20000 2
ft2 .94 UNLESS DESIGNATED AS WSP) a: z z z
+15.50 -17.05 +15.50 -18 2. 1 F STUD SPACI NG IS NOT LISTED,STU D SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. W IL
I -CORNER STUDS LOCATED IN WALL EP D ZONES TO BE z Z< 0 A 0
3. (')STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON NUMBER OF PLIES IN HEADER 0 E
DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END Z)NE LOCATIONS. END STUDS CONNECTION(NOTES 5,6,7) Z Z z >- L w w z
VINYL SOFFIT MAX PRESSURE(pso +17.4 -23.2 LIU W m z x z 3: i
1ST LEVEL 2ND LEVEL STRAPPING Z - W :) A < 0: 1-
SW TYPE ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT w w in 2 it
GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN HOLD DOWN (IF QT-NOT APPLICABLE) < z >- Z 1:
T7
4
24
241
C) 0- 1 Z p I- 1� 0 z w 0 w x
SI,2,3,4 PRESSURE TREATED LUMBER Swi QTB OR DTT2Z MS36/CS161MSTA36 L-1/2�NUMBER OF KING STUDS EACH SIDE OF OPENING Z a < i Oloy w a Z <
0 Ld < `_ _j �_E6 1 0 �
F______T_GTH SW2 QTGORHTT4 (2)MS36/CS16/MSTA3& NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 L2 F- z 3: � IL in < 0 F- Z 0 0
8d COMMON 0.131" 2-Y2" SW3 QTOORHTT5 (3)MS36/CS16/MSTA36 UL
PRESERVATIVE FASTENER T(PE HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS ILSL, LVL, PSL, OR SYS42) SHEET NO.:
Ed RINGSHANK 0.113" 2-%" SW4 HDQ8 (4)MS36/CS16/MSTA36 z
ACZA STANDARD CARBON STEEL r DEPTH OF HEADER 0
10dxl 0.148" 1-Y211 BOTTOM PLATE ANCHOR SPACING(NOTE 7 NUMBER OF PLIES IN HEADER(1 314"WIDE UNO) �z ST-1
10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONN:CTORS AND __I <
END ZONE KEY MAP - FASTENERS REQUIRED. SWTYPE MAX ANCHOR SPACING re, STRUCTURAL
END ZONE: END ZONES SHALL BE TAKEN 10d COMMON 0.148" 3" PRE-ENGINEERED TRUSSES & I-JOISTS 0
-TH 12d COMMON 0.148" 3-Y4" --60NNECTORS MUST HAVE SW1, SVV2 DIA.@ 24"0.C. OR Y,"DIA.@ 24"O.C. d- SPECIFICATIONS
E 1 ST 4.0- PER IRC FIGURE R301.2(7) - Z-MAX,G120 OR T�IPLE ZINC 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL Of
16d SINKER 0.148" 3-y411 ALL OTHER PT (NOTE 2) SW3 DIA.@ 16"O.C. OR Y2"DIA. @ 24"O.C. BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP
COATED FINISH. 0 JOB NO.
(INCLUDINGACQ& MCQ)
16d COMMON 0.162" 3-Y2" ALL FASTENERS MUST BE HOT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD RS2364
DIPPED GALVANIZED. FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY <
NOTES: NOTES:
I. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS SUBDIVISJON:
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W1 SODIUM BORATE TREATMENTS BEARING ON BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF COMPLETE.
2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION, SPACIN9, BEARING LOCATION 0 Sherry Terrace
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY WALL SEGMENT IS IDENTIFIED AS SW1, SW2,SW3,SW4,OR SWB ON THE PLAN. j
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. LL
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT <
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GAL NIZED EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. - LOT NO.:
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WI FH PRESSURE 4. SW13-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE 0
DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS 6
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: Z
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. SHOP DRAWINGS MAY BE DISREGARDED. >_
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL 2ND LEVEL END STUDS TO MATCHING 1 ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. I ST LEVEL STUD GROUP TOSLAB WITHHOLD 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. 0 FLOOR PLAN:
DOWN. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND 0 Brighton Residence
6. DESIGNATED SVVS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN _j
CRITERIA, THIS SHEET. 0
TABLE 6: QUICK TIE CONNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED RODIN EPCON G5 EPDXY,OR SIMPSON. SCREWIN Z DESIGNED:
ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. T_
NOTES 1,2,3,4,5 HEADER FRAMING o JML/MJP
CONCRETE AND FOUNDATION NOTES LIU
CONCRETE' MIN. EDGE DISANCE 1. ALL HEADER JACK AND KING STUS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON@ 8 "O.C. F- REVIEWED:
7SYMBOL F DESCRIPTION MASONRY TENSION CAPACITY MONC LITHIC SLAB CMU 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. x
EMBEDMENT 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: LU DBM
ONE STORY QTA(QUICK TIE AQUA) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). * SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2.
W -I'STEEL STUD 723/,- 910 LIS, 1 3/., < REVISIONS DATE
Y,"WIRE ROPE 2 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL - ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d COMMON @ 3"0 C
1ST FLOOR 4.0 FT END TWO STORY 2",2"x Y,"WASHER @ TOP PLT REENTRANT CORNERS. o EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING MUST BE' 07-22-15
A ADDED STAI RWn7
(Typ ZONE 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 112 1NCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLATE BUMPOUT
)�F DESIGNATION ONE STORY OTIS(QUICK TIE BLUE) AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. - NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END >_
4" 4" 1 SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR ED
WIRE ROPE-3"STEEL STUD 1,527 LIS. 2 Y4"
FC7) TWO STORY 2Y,"x 2Y,"x Y8"WASHER @ TOP PLT
LDI REQUESTED BY THE BUILDING OFFICIAL. OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 171
ONESTORY QTG(QUICK TIE GREEN) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. - HTS16W/(10)10dx1-%"@16"O.C. LIU I
4'.'WIRE ROPE-21"STEEL STUD 4" 4" 2,839 LB. 2 Y4" 2 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH - MIN 18 GA.COIL STRAP WRAPPED OVER TOP PLT W/MIN(5) 10d x 1-y2"INTO EACH SIDE OF HEADER OR 71
311 x 311 x 3/j,"WASHER @ TOP PLT FRC 5TH EDITION (2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGAN C MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TOAT - FASTEN TRUSS DIRECTLY TO HEADER W1 MTS OR HTS W1(14) 10d x 1-Y2"(OR EQUAL APPROVED BY E6R)_ 0
TWO STORY
QTO(QUICK TIE ORI IiNGE) �____ LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE 4. FASTEN ALL HEADERS TO KING STUDS WITH(3) 8d TOE NAILS PER SIDE.
ONE STORY ASSUMPTIONS. LLI
-1 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. IQ
WIRE ROPE-58-STEEL STUD 6"/6" 4,455 LB. 3 3' 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND
TWOSTORY 3"x3"x3/j6"WASHER@ TOP PLT <
SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. z
9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS U)
NOTES: CONDITION EXISTS. Z)
1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FORALL QTANCHORAGE. 10. TO CONTROL CRACKING,CUT 1-t SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR 0
2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. CONTINUOUS OPENING 360 FLEXIBLE FINISH-U180
3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFE R TO 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM (NOTES EHEIGH]T MAXIMUM 11'PLATE HEIGHT eAPP EX
TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, C
4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONTACT THE ENGINEER OF RECORD. GREATER THAN 4'UP TO 6' (2)2x4 (2)2x4 I
• EXTERIOR 2x4 WALLS: FRAMING NOTES 0 <
0 GREATER THAN ITUP TO 9' (2)2x6 (3)2x4
-QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING z
SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) I. POWERS AC1 00 TEAL,GOLD, OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING, QUICK TIE CONNECTOR OR GREATER THAN 9' SEE FLOOR PLAN SEE FLOOR PLAN STRUC URAL"
-GTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE Y16"GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST I ,, ENGINE RING
GREATER THAN 4'�UP TO 6' (2)2x4 (2)2x4
• EXTERIOR 2x6 WALLS: THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U)
2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE
-NO ADDITIONAL STUDS REQUIRED AT QTBIQTG LOCATIONS. 0 GREATER THAN OSUP TO 9' (2)2x6 (3)2x4
-QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS) RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 0
5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE GREATER THAN 9' SEE FLOOR PLAN SEE FLOOR PLAN
2304.91.
4.0 F 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 1. PLANK HDR TO STUD GROUP W1 MIN(6)10d TOE-NAILS, EACH END.
2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. U.1
2ND FLOOR (TYP ENDZONE 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES.
T) FIDESIGNATION 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C.STAGGERED. 3. FOR OPENING WIDTHS LESS THAN 4', SINGLE 2x PLATE IS SUFFICIENT.
4. FOR PLATE HEIGHTS ABOVE I V, SEE FLOOR PL�N FOR PLANK-ORIENTED HEADER REQUIREMENT. LU
7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR(2)16d COMMON END NAILS.
8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. D 'r a k B M
REV: 07-22-15 < 6 - uiTby+-L
9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL P E. No� �1457
STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. QT ENGINEERING 06-26-2015
4"CONCRETE SLAB W/ 4"CONCRETE SLAB Wl
6X6 W1.4 x W1.4 VWVF OR (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 VWVF 6x6 WIA x W'1,41 NWF OR
FIBERMESH OR FIBERMESH IErERMESH GENERAL FOUNDATION NOTES
0'-O"A.F.F. I. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE
EE ARCH. A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH
8"MIN DWGS. EDITION (2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL
4 AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF
28"MAX
8"MIN MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
A .4 .4 CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL C0
VAPOR BARRIER N�\\/\ U)
12 M IN
\ , VAPOR BARRIER 8"x8"THICKENED
16" FOUNDATION WORK MAY BE REQUIRED. C)
A I FTG AT STEP-DOWN, VAPOR BARRIER 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN N
6"OPT. EXTENSION IN BRICK PLANS FOR LOCATION OF SLIDING GLASS DOORS. CY)
SEE PLAN ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL
FOOTINGTOBEA ON
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 4. MASONRY STEMWALLAND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE.
SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. LL
12"UNDER 1 STORY WALL E
5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 04
I.0
WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5 CORNERS, SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET.
BAR IN BRICK LEDGE
16"UNDER 2 STORY WALL Cq
WITH (3)#4 OR(2)#5 CONT 48--0" CONTROL JOINT (W) NOTES: lq-
0
24'-4" 19'-2" 4--6" 1. TIMING 0 1)
MONOLITHIC FOOTING SECTION - CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE It
IF GROUND ADJACENT TO FTG SLOPES DOWN Z-10" 3'-0" N W
18'-6" T-8" 1 V-6" CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING 04
J) AND AWAY FROM STRUCTURE STEEPER THAN THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. 04
V-0"VERTICALLY PER 3'-0"HORIZONTALLY, - CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE ce) LL
CONTRACTOR HAS TWO CHOICES: ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. _j
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE - 2. DEPTH Lj_ a)
OF EOR TO PREVENT EROSION OF SOIL. 9 9 ui LO
2. USE STEMWALL FOOTING THE CUT SHOULD BE AT LEAST V DEEP, BUT NOT MORE THAN 1 Y4"DEEP.
- - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - --
3. SEALING z :3
- - - - - - - - - THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY ORACRYLIC 0 U)
ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. U)
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0
6" FOUNDATION KEYNOTES: < -2
N040 NO5@18"O.C. 12 r6l 2'-8-9
4"CONCRETE SLAB Cu
W/9"BEND @ BOTTOM Lo, 8"x8"DEEP THICKENED EDGE 0 1:
Wl 6x6 W1.4 x W1.4 A Wl(l)#4 CONT 11 _0
VWVF OR FIBERMESH VARIES� A Lu
8"MIN 0
dl I C? 12"DEEP FTG W1#4 @ 12"
28"MAX U)
L bo EW UNDER BOX COLUMN,
FTG TO BE PROJECTED MIN
9 T-15" 1 6"LARGER THAN BOX
�1) COLUMN ON ALL SIDES 0
_F
VAPOR BARRIER P/ 11 / , / 0
F 16"SQxl 2"DEEP FTG W/ �e
1 (3)#4 EW of
6"OPT. EXTENSION IN BRICK �0"x 36"x 24" 19 E 9 <
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12"UNDER I STORY WALL (3#4 EW 0
#4 EW
WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5
BAR IN BRICK LEDGE 42"SQUARE x 24" DEEP 30"SQx20"DEEP FTG W/
16"UNDER 2 STORY WALL FTG W/(5)#4 EW,T&B (4#4 EW U)
WITH(3)#4 OR(2#5 CONT Lf) >_ x
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PROVIDE STEPS TO b W Lj 0 LI A LL '] ul
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L- - - - - - - - - - - - - --I UP TO 3 COURSES 72"0 C I- z
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VAPOR BARRIER L 0 W F- j 1: 13 j
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WITH (3#4 OR(2)#5 CONT 2 ADDITIONAL#4 OR#5 IN I-
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UNDISTURBED SOIL Q� FOUNDATION
— — -- — — — — — — — — — — — -- 0
VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE CL PLAN
NOTED ON FND PLAN w —
TO HAVE 6"BEND AT BOTTOM o JOB NO.:
3 CAST-IN-PLACE FOOTING SPECS RS2364
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PAVERS,SEE ARCH z CMU STEMWALL SECTION u_
EDGE PER PLAN US M LL T'O <
2 L CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
L C S
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FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS z 6
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. >_
(9 FLOOR PLAN:
N, 1\�/ 0? 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
x
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X U-0"A.F.F.
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TTT
REVISIONS DATE
IL U) FINISH
GRADE
V/,
>\
GARAGE ENTRY CMU STEMWALL SECTION
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK - — — — — — - - - >
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN I ISOVER4 #4 OR#5 VERT >>/\ z
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS REINFO
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. - - - - - - -- - - - - - - - - - - - - - - - - - RCING @ ... . ...
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY I MAX 72"O.C. 0
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. IVO LU
1 AB 2
-7 7 SIM NO SLAB SIM NO SLAB —7— <
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TYPICAL REINFORCING FOOTING TO BEAR ON FIRM ADDITIONAL#4 OR#5 C/)
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BARS AT THICKENED IN BRICK LEDGE 0
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VERT REINFORCEMENT TO
HAVE 6"BEND @ BOTTOM 4"OPT BRICK LEDGE PEX
MIN 24"LONG#4 OR#5 SIM NO SLAB NOTED ON FND PLAN 0
BAR SET AT MID-DEPTH UL.
CAST-IN-PLACE FOOTING SPECS
OF SLAB,TYP ALL <
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L 2-STORY: 10"x 20"W1(3)#4 OR(2)#5 CONT U) /STRUPT PRAL
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LL- - - - - - - - -
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MU CJ�L C MW L B CIS
1C SPECIAL CARE SHOLLD BE EXERCISED BY CONTRACTOR WHEN BACK z
PROVIDE STEP TO
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN ITISOVER4
GRADE PER BUI LDER COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
RE-ENTRANT CORNER DETAIL 2',0" 26'-2" 91-091 61-411 41-611 F7
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY X�
(RECOMMENDED) 48-4- If If ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Lill
PLAN VIEW, DETAIL TYPICAL @ ALL FOUNDATION PLAN 1 /4 1 , 0
< k,B Mu�ray� RE,
RE-ENTRANT CORNERS E.. 0-71,457
QT ENGINEERING
FRAMING KEYNOTESJqT
I
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
4x4 NO 2 SYP PT WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO
POST FROM ABOVE SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL
SHEET. Cn
3, ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: co
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM
CHORD TO SW DBIL TOP PLATE Wl 10d @ 3"O.C. 04
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR Cf)
SW2 2xlO NOJ2 S�)PT JOISTS @ 16"O.C. DECK TO SW DBL TOP PLATE Wl 1 Od @ 3"O.C. -j
JOIST JER W1 LUS28 W/(6)1 Od x LL
0
IY2-IN 0 LED ;ER AND(4)10d COMMON 4. PORCH BEAM FRAMING NOTES CN E
INTO JOIST LO
1-: C:
RIP TO E TABILISH SLOPE PER BUILDER A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. cli (U
I I NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00
W HDR-O/ WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 4 U)
0
2xl 2 NO,2 SYP PT LEDGER ELEVATION, 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0)
FASTEN TO SOLID FILLED CMU FDN WALL BEAM TO STUDS W1 MS24, HTS20,OR MSTA24. I r-
W/(2)ROWS Y2"0 x 6"EMBED DRILL& It m E
EPDXY OR EXPANSION ANCHORS B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. C\I
(2)2x4 04
PORCH BEAM TO TOP PLT W1 MS24, MTS1 2, OR MSTA24.
co
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. -i CNT
GARAGE DOOR DESIGN REAR PORCH FLOOR FRAMING PLAN LL LL
(B) WIND LOAD(PSF): PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR C=)
3 STUDS oa� +16.04/-18.59 PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR U-1 LO
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0
z
0 D. BEAM ATTACHED TO EXISTING FRAMING z
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U) MIN(3)JACK STUDS ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ 0
SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U) -
0 b y Cn -0
z N
x
1 MSTA24 P 'SPECIAL FRAMING' 5., SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER
w ST-6 GARAGE PORTAL FRAME TYPICAL WALL SECTION SHEET.
X
6. HIGH UPLIFTWALL INSTALL QTB @ MAX 48"O.C., REQUIRED 0
*-m"'IN(3)JACK STUDS AT THIS SECTION ONLY (D
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Lq 7. PLANK ORIENTED HEADER FRAMING 0
GARAGE DOOR DESIGN A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W1(2) A35 U)
WIND LOAD(PSF): EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON
+16.04/-18.59 DETAIL SHEET.
B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WITH
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 0
8. BLOCK ALL PANEL EDGES OF OSB WALL SHEATHING;ATTACH TO WALL
FRAMING W/8d COMMON @ 3"O.C. EDGES, 12"O.C. FIELD.
NOTE 4 CL
9. FASTEN BOTTOM PLATE TO FLOOR DECK W1 10d @ 3"O.C� z
*44 NO.2 SYP PT POST 0
o BEAM TO POST W1 MSTA24
e POST TO SOLID FILLED FOUNDATION WALL
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I L �'�MU FDN WAL
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C ID
T S y�0 x 6�
FASTEN TO SOLID FILLED CMU FDN WALL 00 P ST-6 PORTALFRAME
z —
x
0 FLOOR PLAN
2"0 x 6' EMBED DRILL&
W/(2)ROWS Y - 0
OXY P P SIC ANCHORS
EPDXY OR EXPANSION ANCHORS 1 (2)2 0-1/2 (2)2xl 0- mill 0 Brighton Residence
0
'NOTE TO FRAMER' Z DESIGNED:
DO NOT FLITCH BETWEEN PLIES OF (2) jp
SW3 (2)2x6 1/2 (2)24-1/2 2x12 HEADER, FUR OUT AT INTERIOR FACE LU
OF WALL. NO ALTERNATIVE AVAILABLE. x REVIEWED'
LU DBM
REVISIONS DATE
A AAa U mD Ep",-)TRW EL 07-22-15
117
-112
A
•2xl 2 NO.2 SYP PT JOISTS @ 16"O.C.
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*RIP TO ESTABLISH SLOPE PER
LLI
BUILDER z
0
LU
6X6 NO.2 SYP PT POST, (3)TOTAL z
6X6 NO.2 SYP PT POST TO SOLID FILLED FOUNDATION U)
POSTFROM
ABOVE,(3)TOTAL NOTES WALL W/ABU66 OR DTT2Z 0
1. FLASHING&WATERPROOFING ARE OUTSIDE __j
OF STRUCTURAL ENGINEERS SCOPE&SHALL 1APEX
BE DESIGNED&SUPPLIED BY BUILDER
2. BUILDER TO SUBMIT SHOP DRAWINGS OF
PROPOSED HANDRAIL CONSTRUCTION FOR <
APPROVAL BY EOR PRIOR TO CONSTRUCTION
&INSPECTION. �s
�ENGINEE ING
FRONT PORCH FLOOR FRAMING PLAN
0
If 11011
FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4
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Lu
< Derek B.Murray, P.E.
No,
QT ENGINEERING I'L� .-�1457
b(3-�6�2015
ROOF FRAMING KEYNOTES
241311 71811 11'6" 41611 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MALINFACTURED SHEAR PANEL
- INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
- SHEAR PANEL TOSWDBLTOP Pl-TW/10d @3"O.C.
- FLOOR DECKTO SHEAR PANELWI 10d @ 3"O.C. Cn ce)
2. TYPICAL BEARING BLOCK C:)
--BEARING BLOCK TO 13E NO.2 SYP, MIN 48"LONG AND TO MATCH
DIMENSION OF TRUSS MEMBER.
GE05 - ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS C')
j
BOTTOM CHORD Wl(3)ROWS 10d @ 4"O.C.STAGGERED. 0 LL
0
1 71 1 04 E -
T09 - 3. LEDGER FRAMING NOTES: -0
FASTEN LEDGER TO FRAMINGITRUSS VERTICALS AT C
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX ClJ m
If ! 00 0 U)
T09 24"O.C. SPACING) 4
ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 CY)
LOCATIONS ON PLAN T C:
SEE TABLE 3 ON SHEET ST-I/Sl FOR FASTENER Iq 1: -
E
T09 PROTECTION AGAINST CORROSION
04
IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK cli
1'8"8 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH Cl) LL
F604-' WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT -i. -
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL 0
(2) HTS20 (2)HTS20 LLI LO
ROOF FRAMING LEDGER: -j
2X6....................(4)12d COMMON
B01
>
C'4 x N x N x 04 X CIJ C\ C*% cl,x ON cl, cl, cl, CNI 2xl 0..................(8)12d COMMON
CS'l CN CN 04 N (N C111 cl, CNI (NI (N cl, 0
lq- lq- Iq q: I q: v 114 2xl 2..................(10)12d COMMON U)
< < < < < < < < < y
m: M T- -17 z Z: 3: 7: :1: z z FLOOR FRAMING LEDGER(WI NAILS): 0
H F- 1-- < -0
PT 2x6................(3)16d COMMON
0 PT 2x8................(5)16d COMMON Cli
PT 2xl 0..............(7) 16d COMMON 0
PT 2x12..............(9)16d COMMON 't
< C) LU
w FLOOR FRAMING LEDGER(WI SCREWS): 0
LL! 0 (z) 0 0 C:) C:) 0 C:) C 0 C:) c) (D >
0 LL LL Ll- LL LL UL u- u- 0 u u- LL LL LL PT 2x6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS U)
LL PT 2X8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS
(0 PT 2xl 0..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS
00 C:) C) C:) C:) C) C:) PT 2x12..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
r w 0
U.
C:) C:) C:) C ALL RAFTERSTO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX.
SIN u- LL- LL- LL
cNJ cNj (N 4. OVERFRAMING NOTES
- ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. <
-1wo Lo - FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d z
I- Z
HA422� COMMONS MIN.
- EACH RAFTER TO"SLEEPER"Wl SIMPSON H3 UPLIFT 0
Fll IS W
1, 0 W a. CONNECTOR.
10 <
21- -21- -21 0 - ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. Z:)
z � �] U)
THA422, < m _, zw - FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO u')
b) F12 u- 2x6 NO 2 SYP Rl IOF RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. m
lt x 0 z 2 0
Iq NOYE1 LEDGER, SEE NDTE3 (D w 0 Lu 0 I� LI W I� 0 of ai
z 0 0 af 'T IL L]
.2xlO RIBBON BOARD TO EACH TIHA422� < af RAFTER SPAN SCHEDULE 0 'L, < z
a. r� < :1 In 0 UJ
FS1 FS1 - - - - - - - - - - - - - - - - LUMBER SIZE m (2 0 z- I- Z' Lj a] 0 0
FLOOR TRUSS Wl(6) 1 Od FS1 FS1 O.C. L 0 w se 1- 0 w 0
ATTACH EACH FLOOR TRUSS SPACING w 0 a] m
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F12 12" 0 w w , a L M T E 0
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LEDGER,SEE NOTE 3 18. U) a 12 z p w
F12 16. 12--6" 151-101, -9.. 22--l" U) zElf 0 M >- w W In 0 zEj
TH�� < 0. < 0 In I w W F- E w W
r -24" 10'-2" 12'-1 1 15'-4" 18141 LU Ll 0 W F- I I Ld 0 Z U
0 Z I j 0� M F- I- 'r Z Lj <
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F12 F- ZWL - OX 0
ul 0 WIL111 w af
2x8 NO.2 SYP FLOOR aw� w
-2 RIBB N B ARD To EACH
7
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FLOOR TRUSS W/(6) 1 Od
ATTACH EACH FLOOR TRUSS T
FIRST FLOOR WALL W/ MTS12
THA42� 0 0 co
JOISTS @ MAX 24"O.C. 1.- 0 -
THA42Z Lu CEILING JOIST SPAN SCHEDULE Of z Z
0 0') z XF- - O < -
JOISTS TO LEDGER W/ F12 LL O.C. LU - 0 w F- z F- W Ul 0�
LUS26 LUMBER SIZE LLJ W w Z -X < W < Ix a L Z
SPACING WW < O� W2F- OPM 6ujw
Z zLd WLmzz :iFz P 7
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Z 7 Ell
w 0 (3 w 19 1.- 2 W. W L3
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00 10-4- 169-11 21'-7" 26-7
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10 L.L.15 D.L.#2 SYP 0 _: UF- z F I- tou
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LL .......
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.:
BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ST-3A
u') L0 LO L0 u') (0 (0 6. CONVENTIONAL FRAMING NOTES
C) 0 0 C:) C:) C�l SEE-OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR w ROOF FRAMING
REV: 07-22-15 LL LL LL LL LL u- SPAN CHARTS AND ADDITIONAL NOTES, SPAN CHARTS MAY BE 0
USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. 0- PLAN
r� 00 It
C) 0 ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE, 0 JOB NO.:
u- LL ALL UNSPECIFIED RIDGES ARE CONSIDERED NON 0 RS2364
STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE <
2- SUPPORTING STUDS OR UPLIFT CONNECTORS. SUBDIVISION
ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
0) SUPPORTED RAFTERS. 0 Sherry Terrace
U, CV) - FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER
N CNJ CN (D TD WHERE APPLICABLE W/MIN(6)10d LL
< 04 C14 CN CN (N (N N CN LL- <
IT 't 'q 14 It It - REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS:
m < < < < .- LOT NO.:
C:) RAFTERS
U.-
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'Sj TOENAILS TO RIDGENALLEY.
00)
C
S!
N C J LFq EC
N 04 C`NI 04
09
m CV) m m m CV) I Ice) S� 7 >
c4) I 2x8 RAFTERS: (1)H2.5T TO TOP PLATE, (8) 12d COMMON (D FLOOR PLAN:
0 0 0 C:) C:) 0 C 0 C:) C:) C C) (D F09
w u- LL LL LL Ul- LL LL LL u- LL- LL LL LL 04 TOENAILS TO RIDGENALLEY. 0 Brighton Residence
(D 7- 2xlO RAFTERS:(1)H2.5T TO TOP PLATE, (10)12d COMMON -i
LL x12 NO.2 SYP DECK 0
LEDGER, FASTEN W/ TOENAILS TO RIDGE/VALLEY. z DESIGNED
SCREWS PER NOTE 3 F 1 ;T m:
C14 CEILING JOISTS 0 JML/MJP
2x JOIST. (3)10d COMMON TOENAILS TO TOP Lu
PLTIRAFTERS. REVIEWED
C) FGE07 TJICLG.JOI : (3)10d COMMON TOENAILS TO TOP x
JOIST TO LEDGERW/LUS210 W1(8)10d x lY2" Lu DBM
2xl 2 NO.2 SYP PT JOISTS @ 16"D.C.
PLATE/RAFTERS.
INTO LEDGER AND(4)10d COMMON INTO JOIST < REVISIONS DATE
*JOISTTO BEAM W/LUS210W/(8)10d INTO
NOTES (0 BEAM SCHEDULE I-ELL -
BEAM AND(4)10d COMMON INTO JOIST 1. FLASHING&WATERPROOFING ARE OUTSIDE A�A,,D,D P DS,�A'ff7' 07-22-15
RIP TO ESTABLISH SLOPE PER BUILDER OF STRUCTURAL ENGINEERS SCOPE&SHALL
BE DESIGNED&SUPPLIED BY BUILDER
3Y2"x 117/,"24F-V4 PT GLULAM IS/ X 117/,"24F-V4 PT�GLULAM 2. BUILDER TO SUBMIT SHOP DRAWINGS OF BEAM NO. BEAM SIZE AND ED
PROPOSED HANDRAIL CONSTRUCTION FOR TYPE NOTES 0 1 1
APPROVAL BY EOR PRIOR TO CONSTRUCTION z
6x6 NO.2 SYP PT POST &INSPECTIOM B01 (3)16"LVL NOTE2 3:
0
BELOW, (3)TOTAL LU
BEAM SCHEDULE NOTES 2
1. FASTEN EACH PLY W1(3)ROWS 10d @ 12"O.C. STAGGERED. <
2. FASTEN EACH PLY Wl(3)ROWS 10d @ 6"O.C.STAGGERED. z
3. FASTEN PLIES W1(2)ROWS Y2"DIA.THRU BOLT W/NUT AND
WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE.
21 26'1 4'6"l 4'6" 6'3"9 4'5"11-7 0
4T1 1 fA P E X
0
LL
U)
TRUCTORAL
�NGINEERI G
TRUSS ENGINEERING NOTES:
UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING
If 11011
FIRST LEVEL ROOF FRAMING PLAN 1 /4
TO THE TYPICAL WALL SECTION SHEET.
ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Lu
EL
< Derek B."Murray, P,E.
QT ENGINEERING �-,,'F-OE6 N60 7 '
ERAMING KEYNOTES (QT)
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. Cn
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: CY)
C)
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM N
CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. IN
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR co
DECK TO SW DBL TOP PLATE W/1 Od @ 3"D.C. -j
0 LL-
0
4. PORCH BEAM FRAMING NOTES cli E
Lo
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV.
04
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00
WALL, TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 4
0
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0)
BEAM TO STUDS Wl MS24, HTS20,OR MSTA24. I
lql E
B. SHIM BELOW PORCH BEAMS JUSTABOVE TOP PLT ELEV. 04
cli
PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24.
Cf) LL
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. -j
LL C\I
PROM DE DOU BLE STUD POST DOWN SUPPORT AT WALL FOR C:)
PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12, OR LLI Lo
MSTA24. STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. -j
-i a)
A:!
D. BEAM ATTACHED TO EXISTING FRAMING z
ATTACH PORCH BEAM TO EXISTING STUDS OR KINGIJACK STUDS W1 0
SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U)
0
(y) 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER <
TYPICAL WALL SECTION SHEET.
U) 0 Cli
6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED 0
't
AT THIS SECTION ONLY LU -a
17-
7. PLANK ORIENTED HEADER FRAMING Z) > 0
A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U) 0
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL ON 1--
DETAIL SHEET. w
SW3 B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH 0
NOTE 9 HORIZONTAL HTS1 6 STRAP EACH SIDE OF OPENING. 0 0
C)
8. BLOCK ALL PANEL EDGES OF OSB WALL SHEATH ING;ATTACH TO WALL
FRAMING W/8d COMMON @ 3"O.C. EDGES, 12"D.C.FIELD. Ix
B 9� FASTEN BOTTOM PLATE TO FLOOR DECK W/10d @ 3"O.C. CL
z
0
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z
SW3
NOTE 9
L0
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rl- W W 0� <
p- w
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z ZQO < MZ - ao41� Z § EF- 1
W Ld j I- <
m Lu Z 2 - W D m w < x 1- 0
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0 o P I z p I- se :1 Z w
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QTO It Z L2 4 i L3 0: 0 1 w a Z
0 Lu < I- � I- I oj
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SHEET NO.:
0 ST-4
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w STRUCTURAL
0
FRAMING PLAN
0 JOB NO.:
REV: 07-22-15 NOTE 1 RS2364
ir 0 SUBDIVISION:
2 STUDS Lu
00
0 o Sherry Terrace
QTO jo� 5 -j
C-9
(2)2xl 2-1/2 (2)2X4-1/1 <
0
z 6
NOTE 4 NOTE 4
71 FLOOR PLAN
ISW2 SW2�1
Brighton Residence
Z DESIGNED'
3 2x12 (3)2x�2 0 JML/MJP
I
L sw2 LU
c
A A 1-- REVIEWED:
x
uj DBM
REVISIONS DATE
ADMDED STAR=-
BU P OUT 07-22-15
L
GABLE TRUSS
.6x6 NO.2 SYP PT POST, (2)TOTAL Lzu
•BEAM TO POST Wl(2)MSTA24 3:
•POST TO POST BELOW W/(2)MSTA36 0
ULI
z
U)
Z)
0
p eA
P: PEX
RUC
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SECOND LEVEL STRUCTUW�L FRAMING PLAN 1 /4 1.-
x
uJ
(L erek B,' Murray, P.E.
< P.E. N o. 71457
QT ENGINEERIN 06-26-2015
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MALINFACTURED SHEAR PANEL
- INSTALL AS SHOWN ON LAYOUT A13OVE SW SPECIFIED ON
FRAMING PLAN
- SHEAR PANELTO SWDBL TOP PLTW/10d @ 3"O.C.
- FLOOR DECKTO SHEAR PANEL W1 10d @ 3"O.C. CIO
2. TYPICAL BEARING BLOCK
- BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH
DIMENSION OF TRUSS MEMBER. C")
- ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _j
BOTTOM CHORD W1(3)ROWS 10d @ 4"O.C.STAGGERED. LL
0
N E
24'311 7'8'1 111611 4'61' 3. LEDGER FRAMING NOTES: Lp
* FASTEN LEDGER TO FRAMINGfTRUSS VERTICALS AT I
T cli m
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 0
N 24"O.C.SPACING) 4
0 - ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0
LU ILL! LOCATIONS ON PLAN 0 1)
0 F- F- F- F- F- F- - SEE TABLE 3 ON SHEET ST-1/Sl FOR FASTENER V_ M
PROTECTION AGAINST CORROSION E
IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK 04
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH LL
WOOD SCREWS AS INDICATED ABOVE. COMMONNAILSAT
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. UL_
C:)
2-0"+/- LO
ROOF FRAMING LEDGER:
_j (D
----- 2x6............. ......(4)12d COMMON :te
2x8....................(6)12d COMMON
J04 z
L L IL 2xl 0..................(8)12d COMMON 0 U)
07 2xl 2.......... .......(10)12d COMMON U)
HTU y -6
HTS20 FLOOR FRAMING LEDGER W/NAILS):
----- Ell RAKE CUT TO PT 2x6.......... (3)16d COMMON -2
MATCH ROOF PT 2x8................(5)16d COMMON
ST-6 C\[ (D
PE AT BEARING PT 2xl0..............(7)16d COMMON 0 _17
4y- +I- PT 2x12..............(9)16d COMMON Nt
Lu _0
FLOOR FRAMING LEDGER(W/SCREWSY. 0
>
PT 2x6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS U)
ce) PT 2x8... ............(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS
C\l N c?) 0
0 0 0 LLI PT 2xl 0.... .........(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS
F- 0 PT2xl2..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
----- ------ ----- 0
0
4. OVERFIRAMING NOTES �e
- ALL RAFTERS TO BE MIN.2XIS NO.2 SYP @ 24"O.C.MAX,
Lu - ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. <
- FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W1(3) 16d 0-
COMMONS MIN. z
131 - EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT 0
(0 CONNECTOR.
ST-6 co 04 - ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. Z)
C) CD 0 0 W
101- - 121 00_ _ 6'— - FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO LO
RAFTER WHERE APPLICABLE W1(5)1 Od COMMONS MIN.
NT X 0 z 20
rl- ww 12� < 0
HTS20 RAFTER SPAN SCHEDULE V_ 0. D 0 , m La
I I RAKE CUT TO CEILING JOISTS PER IlL < n EQ 0 W E < Z
ml 0 rs'.+I- NOTES 4 AND 6 O.C. a lw �d [- n wo
MATCH ROOF LUMBER SIZE z L3 Ll a _I -
Bl I TS20 Jol SPACING ul I I- Z 0 M 0 W 0 w 0�
0) SLOPE AT BEARING I,- � >� z w j :� m � z z 0
2x6 2x8 2xl 0 2xl 2 w w m x < m
b W W w w M M
ST-6 1- 0: 1 > 1- [30
12" 14'-5" 181-311 21'-8" 25'-6" z 0 1 w 0 wwJ01 - 0a
J02 161. U) a 0 m I >. wz �
121-611 15-10" 18, a. Z PWJM - 0
-9.1 22'-l" 00 zwDl >- wLu IOU] 0zU
CEILING PLAN W 4 IL F. < IS U] I W W III W W
24" 1 11 L3
10'-2" 17-11 164" 18'-0" u uwl- lywl' z ,� ,
z I- w
J03 20 L.L.115 D.L.#2 SYP z p z L I a 2 a
00 W w a- Im w w
m W 0
m < Uju z W w I M 0 < 2 w
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J04 LU i � ow Pz < pww- afE
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2x4 24 2X8 2xl 0 1 >- Z< 0 - - M 0 00 < W
H/ 11 J04 FD 0O0z >- Lwwl3 � zzI
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12" 111-1011 18'-8" 24'-7" 26-4- LIJ
N Lu W < F-
(n MTS12 @ T07 16" 101-9.1 161-111, 21'-7" 25'-7" Z >- Z
V03 HU26-3 I Z p I.- I Z w 0
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J04 L 11 rL— J04 24" 9'-3" 131-111, IT-7 20A 1 z 0 < 13 a 0 7 w Z <
0 w m < _ j F- - 1 0 j
T07 07 10 L.L./5 D.L.#2 SYP 0
IV 4 U26- HTU26-2
4';'+/- I
00 p 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY SHEET NO.
= Z HIP TO TRUSS TO z
0 FD CHORD W/(2)A35 BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ST-4A
V05
REV: 07-22-15 Om 0
I- —
0 SEE"OVERFRAMING NOTES"ON ROOF FRAMING ROOF FRAMING
I_ < 6. CONVENTIONAL FRAMING NOTES PLAN FOR
w 2x6 OVERFRAMED RAFTERS- SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE 0
V06 Co 0-
(n U26-3 @ MAX 24"O.C.,ANCHOR USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. PLAN
= L PER NOTE 4
of I- - ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. 0 JOB NO.
U)
z - ALL UNSPECIFIED RIDGES ARE CONSIDERED NON
00
RS2364
STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE <
2�4-+A 0) R_ SUPPORTING STUDS OR UPLIFT CONNECTORS. 0
U-1 Lu SUBDIVISION:
I- z ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
Cl) E
Z FD SUPPORTED RAFTERS.
V08 0 q Sherry Terrace
0 - FASTEN 2X6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER _j
u_
WHERE APPLICABLE Wl MIN(6)10d <
- REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: - LOT NO.
RAFTERS 0
z 2x6 RAFTERS: (1)H2.5T TO TOP PLATE, (6) 12d COMMON z 6
TOENAILS TO RIDGEIVALLEY. >_
2x8 RAFTERS. (1)H2.5T TO TOP PLATE, (8) 12d COMMON (D FLOOR PLM
T08 (2)HTS20 TOENAILS TO RiDGE/VALLEY.
@ T04 2xl 0 RAFTERS: (1)H2.5T TO TOP PLATE, (10)12d C 0 Brighton Residence
OMMON _J
TOENAILS TO RIDGEIVALLEY. 0
z DESIGNED:
.MIN (3)2x4 NO.2 SYP POST DOWN
T08 .FASTEN RAFTERS TOGETHER AT CEILING JOISTS 0 JML/MJP
PEAK W1(4) 1 Od TOE-NAILS 2x JOIST: (3)1 Od COMMON TOENAILS TO TOP U-1
o RAFTER GROUP TO POST DOWN PLT/RAFTERS. REVIEWED
T08 . (3)10d COMMON TOENAILS TO TOP x
W/(2)H2.5T Lu DBM
.POST DOWN TO(3)2x12 CEILING PLATE/RAFTERS.
CD
JOIST W/(2)H2.5T < REVISIONS DATE
IE-L-L
T08 OVERMAMING PLAN- —A-TM%7TTAlR"
L-1-\BUMP OUT 07-22-l!
HEADER BLOCKS TO BE 2X6 NO,2 SYP, MAX 24"O.C.SPAN L
-CONVENTIONALLY FRAMED ROOF,ALL RAFTERS AND
GE04 -SHEATH ROOF W/(2)LAYERS %"OSI3 OR PLYWOOD @
RADIUS ROOF, FASTEN EACH PLY OF %"OSI3 OR
PLYWOOD W/8d RING SHANK @ 6"D.C. EDGES AND FIELD WZ
0
ANGLE AND LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL LIJ
IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED 2
TRUSS ENGINEERING NOTES: < I
z
2' 261111 613119 4'5"l 1
T UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING
47'111 P: EX
TO THE TYPICAL WALL SECTION SHEET. 0
ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING E:
eAP'E X
W I ��l STRUC URAL
I
ENGINE RIN
z-
UJ,
M A of 11011
SECOND LEVEL ROOF FrNMING PLAN 1 /4
x
uj
(L I I De,�r'6k'8. M-u,rr�ay; P_.E.
QT ENGINEERING P.E No. 71457
06-26-2015
TRUSS OR RAFTER TO 2x NO 2 SYP BLOCKING TO FIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE
TOP PLATE W/H4A OR TIGHT BETWEEN TRUSSES, (3)10d CIT CONTINUOUS FROM 2ND (2)MS241MSTA24 OR
TLOKO6, LINO ON R60F COMMON TOE-NAILS @ EACH END 1 PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVELDBLTOP LTrOSAB QTATOHEADER
FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BELOW
BLOCKING, �/,"BETWEEN TOP OF
a U WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN.
!7 FASTENERS
> 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS.
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TRUSS OR RAFTER TO TOP PLATE W1 HA4 3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT 1111 Cn
OR TLOK06, UNO ON ROOF FRAMING PLAN Cf)
Ll -L
U) MINIMAL UPLIFT WALLS")
EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2x6 x 6' LONG NO.2 SYP
C\I
SPANS OF 20 FEET OR LESS.QTA @ MAX 48"O.C. OVERHANG RAFTER 4� PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. co
FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0 SCABBED TO TRUSS TOP 2x6 x 6'LONG NO.2 SYP 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED
ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 1 Od @ OVERHANG RAFTER TYPIC�AL 0 TYPICAL TYPICAL 0 LL
6"O.C., STAGGERED; U.NO. SCABBED TO TRUSS TOP 0
ON SHEET STA FOR TYPICAL INSTALLATION. > HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ 1lIIsPACIN UN SPACING LINO SPACING UNOI 111 E
CHORD wl MIN(16) 10d -6
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON COMMON NAILS 18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11 C
PLAN ,SEE TABLE 6:QUICK TIE CONNECTORS ON cu
00 0 0)
SHEET STA FOR TYPICAL INSTALLATION OR RAFTER TO TOP EMBEDMENT TYPICAL QTA @ MAX 14- -
TRUSS 48"O.C., MIN(1)PER 0
STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W1 HA4 OR TLOK06, UNO 0)
WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN SHEARWALL
ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS J (QTA REQUIRED FOR 'q-
III Sw Sw ROOF LOAD BEARING N
WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF C14
1 GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GA13LES WALLS ONLY) 04
STANDARD HEEL CONDITION RAISED HEEL CONDITION DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8:
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
cl�
SPECIFIED SHEARWALLS, SHEET ST-11 . (D LL
C)
LO
2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY _j
a)
STUD SPACING PER At
::3
TABLE 3:MAXIMUM BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD
z
EXTERIOR WALL STUD FASTEN BOTTOM PLATE TO GABLE 0 U)
SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C�, UNO. AT APPROXIMATE MIDSPAN WITH A Y2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT U)
CABLE CONTINUOUS -6
FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL 0�
DBL TOP PLT TO
INTERIOR WALLS:OTA @ MAX 48"O.C. U.N.0 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE SLAB 72
.1p!q ON PLAN 1 F_ C4
><� SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER
TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-11 .
U.1
TO RIBBON BOARD W1 1 Od
COMMON @ 6"O.C� FLOOR TRUSS 2ND FLOOR END D >
BY OTHERS GABLE FLOOR __1 L _U I STUDS TO 1 ST 'J)
TRUSS BY OTHERS HEADER TO TOP PLATE FLOOR HEADER W1 I'-
CONNECTION PER HEADER (2)MS36/(2)CS 18 :D
CONTINUOUS 2X4 cr_
RIBBON BOARD FRAMING NOTE 3 ON ST-1. WITH(9) 10d EACH 0
2X4 NO.2 SYP DIAGONAL BRACE @ 48" END OR QTA 0
O.C. DIAGONAL BRACE TO FLOOR NOTE 1 &2 TYP I]CAL
TRUSS OR DBL TOP PLATE W/(3)10d
WOOD FLOOR TRUSS BY OT ry
COMMON TOE-NAILS AT EACH END. [SPACING UNO TYPICAL QTA @ MAX <
FASTEN GABLE TRUSS TO DBL TOP 48"O.C., MIN(1)PER 0-
PLATE W/8d COMMON @ 6"O�C., UNO SHEARWALL z
HERS (QTA REQUIRED FOR 0
ROOFLOAD
WALL SECTION AT FLOOR Sw BEARINGWALLS Z)
ALT. WALL SECTION AT FLOOR
- - - - - - - - ONLY) W
PERPENDICULAR FLOOR TRUSS CONDITION PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT LID
tl- >1 11
(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) DDITIONAL STUDS It
(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER w w e Z� 213
7-A 0 i T L�
THAN OPENING REQ. IF QTO, SEE !11 1:1w) ca 0 W L < Z
I TABLE 6:QUICK TIE -,t L 0 Ewj U F- 0 w 0
TYPICAL I IF LIFT QT SPACING AND DO u') z w 01 � a:
11� I WIDTH, PRESERV- 11 ANCHORS, SHEET 9 0
CABLE NOT INSTALL QT BOTTOM PLATE I� > w am� J z z 0
STA F- 1 0 In :3 W
EACH SIDE OF ANCHORS @ 24" 0 > 0 � W M z
O.C. MAX Z 0 W W j L W - E
GABLEENDTRUSS OPENING(U.N.O. ON E) M aj� 1z1tw >- wmzI_ 0
PLAN) U) crol � ww ,- wj 11
- __r I co z 0. U3 Z, w
TYPICAL BOTTOM PLATE ANCHOR @ MAX LIJ < F- 4 0 M 1 W W
TLOK06 @ 32"O.C. IF, 'M 1
48"O.C.EXCEPT AT SHEAR WALLS. SEE z z w
TABLE 8:, SHEET ST-1. (8"EMBED INTO - - - - - - - - - - -- z
F- ZnEZO� 'X' 020
STEMWALL,6"EMBED INTO CONCRETE 'W� W ! 11� 00 W ' E < '
\\-STUD SPACING PER > CORNER INSTALLATION- _T1 n w
EXCEPT AT HOLD-DOWNS. SEE TABLE 7: TABLE 3:MAXIMUM Im L9 < I� Lja Z w w z w 0 < 2 w
EXTERIOR WALL STUD (I 40TE: TH IS DETAIL IS APPLICABLE FOR BOTH 90'&45'CORN ERS) off z z 0 Z
SPACING.ROOF AND LU E D 2 '.x �<, E y 4, mw , to
FLOOR BEARING. x TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR U-1 w CWL I P 0 � �:_] 0 z
(2)2x TOP PLATE OVERLAPPING PLATES. SHEARWALL OVER HEADER SHEARWALL 3 �: < n t: �-. � U 0 19 W2
16 1 11 11 1 L9 0 Z >. L 0 w 1 0 4 z
2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP 0
QUICK TIE TO FOUNDATION z z
I ...I 1 9 1 � LJ04mz - m < ,� Z � -
PLATE OVERLAPS THE LOWER TOP PLATE. LLJ w j z Ld w I_
w z a] D D
3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE TYPICAL UPLIFT ANCHOR INSTALLATION FOR 21EW 1
I' �: I z p P �2 5 z wd 0 0 �w'
EACH SIDE OF CORNER SECOND FLOOR WALLS AND SHEARWALLS _ zLj < E r3mol woz <
fr 0 w j 61 D -I
ADDITIONAL 1� - z
ANCHORS PER 0
NOTES _j
HEADER FRAMING U_ -
1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL NOTE 4 ON ST-1. z SHEET NO.
ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). 0
2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2,,DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION ST-5
IN POWERS AC1 00 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2"DIA.x6"LONG TITEN HD INSTALLATION AT GABLE WALL <
SCREWANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY, EPDXYANCHORS Of TYPICAL WALL
MUST BE USED IN STEMWALL FOUNDATIONS. 0
3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 3/4"OTHERWISE. NOTE:AT GABLE END WALLS, QUICK TIE REQUIRED ONLY AT 7/81'DIA HOLE DIA HOLE 7/s"CIA HOLE 1"DIA HOLE 0- SECTION
FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE EPDXY OVERSPILL w I
CENTERED r-3/,"HEX NUT CENTERED r-�IF"HEX NUT CENTERED Y-2."HEX NUT CENTERED 5/,"HEX NUT QUICK TIE 0 JOB NO.
I QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE 2"x 2..x Y,"STEEL WASHER IN TOP PLATE 2 Y4"x 2 Y4"x Ys"STEEL IN TOP PLATE 1.x 3"x 1/16"STEEL IN TOP PLATE 3"x 3"x�/16"STEEL P.T.2x BOTTOM PLATE C) I
WALL SECTION AT FOUNDATION __jW�SHER WASHER WASHER RS2364
(2)2x TOP PLATE 77---j-(2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE MIN EDGE DISTANCE
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) SUBDIVISION:
EXTERIOR LOAD BEARING WALL iy S Sherry Terrace
EXTERIOR EDGE PLAN VIEW
INTERIOR LOAD BEARING WALL 1%"DIA 13/,"DlAijo U_
TYPICALWALL SECTIONS (5)1 Od TO PLAN VIEW 3%8" HEX NUT PLAN VIEW HEX NUT WASHER PLAN VIEW Yq" HEX NUT w/1 CIA WASHER PLAN VIEW HLA NU I wl 13/4"DIA OF CONIKt I t <- LOT NO.
TOP PLATE /2
DIA HOLE 7/8"DIA HOLE I/V HOLE WASHER 1"DIA HOLE WASHER 0
-'QUICKTIE
CENTERED 2P1 x 211 x Y,"STEEL WASHER CENTERED 2 Y4"x 2 Y4"xY,"STEEL CENTERED 3" EPDXY OVERSPILL z 6
W' W� W,
E 3 IE 4 E
F1
Q
C
F+I
X 3"X 3/16"STEEL CENTERED 3"x 3"x 1/,,"STEEL
LS1 8 STRAP IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER 21"CIA HOLE IN P.T.2x BOTTOM PLATE
FASTEN BOTTOM PLATE TO BEAM(OR I 1� (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE 0 FLOOR PLAN:
GIRDER)W1 10d COMMON @ 6"O.C., UNOL (5)1 Od TO 0 Brighton Residence
STUD _j
WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL EMBEDMENT 0
Z DESIGNED
3' QUICK TIE
PANEL SHEATHING REQUIREMETINIS ON SHEET ST-1 FOR EXTERIOR STEEL SWEDGE
WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF QUICK TIE Y,"QUICK TIE %11 QUICK TIE 3/j,"QUICK TIE Y,"QUICK T E Y4"QUICK TIE QUICK TIE 5/16"QUICK TIE 0 JML/MJP
SHEATHING FOR INTERIOR WALLS. STEEL SWEtDGECABILE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CAB I LE TO F- REVIEWED
ALTERNATE STRAPPING METHOD FOR WALL TO BEAM, HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE x
GIRDER FOUNDATION LIJ DBM
6 0 psi ELEVATION EL
TYPICAL WALLS: STUD TO TOP PLATE W1 MS241HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION < REVISIONS DATE
TO BEAM/GIRDER BELOW WITH MS36(OR CS1 8) x
W/(18)10d COMMON @ 32"O.C. OTA(1/0-)-TOP PLATE CONNECTION 12 QTB L:L/116")-TOP PLATE CONNECTION QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5/16")-TOP PLATE CONINECTIO!j <
QTA(118")-BOTTOM PLATE CONNECTION
KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO 1 1 1 1 I>- I
BEAMIGIRDER BELOW WITH MS36(OR CS18)WITH 00
(18)10d COMMON.- EPDXY OVERSPILL EPDXY OVERSPILL QUICK TIE OXY OVERSPILL 0
STUD TO TOP PLATE CONNECTION 3 QUICKTIE Y4"QUICK TIE P.T.2x BOTTOM PLATE
SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP 16 P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE
BELOWWITH(2)MS36(OR CS1 8)WITH(18)10d COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE MIN EDGE DISTANCE SIDE VIEW FRONTVIEW FRONT VIEW
EACH. WELL AS AN ALTERNATE STUD TO TOP PLATE �MIN EDGE DISTANCE TRUSS/STUDALLIGNED TRUSSISTUD NOT ALIGNED 3:
NOTES: 0
1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE ORAS AN U-1
WOOD FLOOR 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6.
-A--TRUSSES BY EXTERIOR EDGE EXTERIOR EDGE EXTERIOR EDGE 01 <
OTHERS WALLS ABOVE WINDOWAND DOOR OPENINGS(HEADERS). 2� WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE PLAN VIEW PLAN VIEW z
3. EXCEPTION: SIDEWALLS REQUIRE STRAPPING AT(1) KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE OF CONCRE I OF CONCRETE PLAN VIEW OF CONCRETE
V)
EACH SIDE OF OPENING. AS THE LSIS. QUIC.K TIE CL
311 EPDXY OVERSPILL
T,- QUICKTIE Y4"QUICK TIE EP 0
SECOND FLOOR TO BEAM OR HEADER CONNECTION
EPDXY OVERSPILL OXY OVERSPILL 3/4"CIA HOLE IN P.T.2x BOTTOM PLATE 20'
CIA HOLE IN P.T.2x BOTTOM PLATE g/16"DIA HOLE IN P.T.2x BOTTOM PLATE BOTTOM PLATE F_ PEX
EP
TIE
I - -1 0. 1-112 eAPE X
L
BOTTOM PLA E BOTTOM PLATE 3 0
OR F OR
GREATERi GREATER LL
QUICK TIE 114' <
3.'QUICKTIE EMBEDMENT STEEL SWEDGE EMBEDMENT U)
TYPICAL WALL SECTION NOTES: EMBEDMENT Y2"QUICK TIE
STEEL SWEDGE STRUC RAL
1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x_ NO.2 SYP FASTENED W/(2) ROWS 1 Od @ 8" O.C. STAGGERED (UNO). STEEL SWEDGE ENGINE RING.
MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 0
CONCRETE TLOK06 j:jTLOK06 LOKOE�- 0
2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. CONCRETE CONCRETE FOUNDATION - 0
FOUNDATION FOUNDATION
BLE TRUSSES, TYPICAL. MIN 2500 psi 2
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GA MIN 2500 psi ELEVATION MIN 2500 psi ELEVATION
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS TLOK06 TRUSS TO DOUBLE
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK ELEVATION
OTO(5116")-BOTTOM PLATE CONNECTION
__T_8E x
QTIB(3116-)-BOTTOM PLATE CONNECTION 7 QTG(1/4")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION F--;
LU
Derek B. Murray, P.E.
QUICK TIE CONNECTION DETAILS QT ENGINEERING < P.E. No. 71457
06-26-2015
(1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
APPROXIMATE 45'ANGLE TO NO LESS THAN(3)TRUSSES,
11 11 11 11
PER ENGINEERING CONTINUOUS LATERAL RESTRAINT
(CLR). QUANTITY AND LOCATION
GARAGE DOOR BUCKIJAMB NAILED DEFINED BY TRUSS SHOP DRAWING.
KING AND JACK STUDS
TO STUDS W1(2) 16d COMMON OR
12d CC NAILS @ 16"O.C.
co
(D
WEATHER STRIPPING/STOP
GARAGE DOOR Cf)
APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE _j
---- CD LL
-7 SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0
DO SO WITH OVERLAPPING BRACES cli E
ROOF DECK
LIKE THIS(TYP EVERYWHERE
0
C= C14 CU
TRUSSES PARALLEL TO WALL: ROOF TRUSS (0)
2X4 SPF(MIN) NAILER FASTENED OR RAFTER 2x6 SYP GOAL POST ATTACHED
TO DBL TOP PLT W/1 Od @ 3"O.C. NOTE: 0
-Y" 0)
TO STUDS W/(2)ROWS OF 3 2 IN LIEU OF SPECIFIED DECK SCREWS FOR
2x4 SPF(MIN) GALV DECK SCREWS @ 12"O.C.
TRUSSES PERPENDICULAR TO WALL: BLOCKING GOAL POST ATTACHMENT,THE GARAGE
2X4 SPF(MIN)BLOCKING DOOR SUPPLIER MAY SPECIFY A FASTENING TRUSSES NEEDING BRACING 04 E
BETWEEN EACH cli
BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK W
cli
TO DBL TOP PLT W10d @ 4"O.C. ROOF TR BEAM W110d @ 4"O.C. PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, CV) LL
USS
R RAF ER
2X4 SPF(MIN)
BLOCKING
BETWEEN EACH
TRUSS FASTE To
BEAM w1l Od @ 4 0( SPECIFICATIONS THROUGH THE GOAL POST.
LATERAL BRACING - MULTIPLE TRUSSES LL N
t ALL RESTRAINT LUMBER SHOWN SHALL BE 2X4 NO.3 SPF OR BETTER(UNO). Uj C)
TRUSS TO BEAM W1 L0
OR THICKER COX HA4 OR TLOK06 GARAGE DOOR JAMB DETAIL 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY
CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
OR OSIB FASTENED TO 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS
TRUSSES, RAFTERS z :3
0 LOC I W/8 NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 U)
2x WALL FRAMING OR BLOCKING W18d PC 0 B M 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). IGO
COMMONS @ 3"EDGE, PORCH BEAM 5. DESIGNED PER BCSI-B3,2007. Cn
12"FIELD. Of i
—-4-:- PORCH BEAM TO POST: <
_0
WOOD STRUCTURAL Fl)MSTA24
SHEATHING POST TO SLAB: C14
ABU POST BASE ANCHOR 14,
OR DTT2Z CONTINUOUS LATERAL RESTRAINT WEB LU
_UN MAX -161,MAX BRACE SUBSTITUTE 0
Llmbt5 NOTED OTHERWISE) _J611 MAX 1-
TYPICAL PORCH SHEAT� Z)
WEB MEMBER ATE BRACING U)
THIS DETAIL IS REQUIREDAT ALL COVERED PORCHES
SIZE SCAB
UNLESS NOTED OTHERWISE. Of
2X4 1 ROW 2X4 (1)2x4
2 ROWS 2x6 (2)2x4' 0
T-BRACE FASTENED TO
0
WEB W/1 Od AT 6"O,C. 1 ROW 2x4 (1)2x6
2 ROWS 2X6 (2)2x4-
2x8 2x6 (1)2x8
2X8 2 ROWS 2x6 (2)2x6�
L-BRACE FASTENED TO 1 ROW z
36"LONG SPF SCAB W1(20)10d TO 0
WEB W/10d AT 6"O.C.
CORNER STUD ONLY WHEN HOLD
SINGLE TRUSS BRACING
DOWNS ARE SPECMED ON PLAN.
1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL
2 9 r
x-SPF CORNER STUDS RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE LID
SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 19T X 0 z 2 0
WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR a. Ll 0 a a�
ALTERNATE CORNER DETAIL lF(2) BRACES ARE SCABBRACING, REFER TO CHART AND DETAIL FOR MORE INFORMATION Z) to 13 1, < Z
0 lw �e �- O wo
REQUIRED,APPLY(1)BRACE 3. INDIVIDUALWEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND Lo w 0 0 Z_ I- 'z U m 0 0 , -
JT MAX 0 w u a] Ir
a6l.m� 'av�Mm TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. z w j :� E J z Z 0
. - Om < m < mwL
PERMANENT WEB BRACING 0 > 06 I- 0Q [nxO
z 0 w w W W L� M - 6
0 [L Ld a
Of) 0 m >_ W Z
IL Z m 0
0 11 W 10 0 - III W
LU I� a. I- '� 0 w I w w '3 1-
Z < L11 F- M 0wF- jjwDzmUIt
_j U 1- 0,. Z LU L
I- I- El 4 0 IL 13 z I a 0 2
U) < zF- zwi, - 0x 0
::) OwwILTIl w < a
co a 111 0 Q w
2 JACK STUDS, 1 KING STUD L9 < I U Ll Z ,, w Z m 0 < 7 w
2 JACK STUDS, I KING STUDS ft z < X�WOOF- 0 - 1 � Oz
LLJ E � Ow Pz '� Fww_ l -
3JACKSTUDS (I)HTT5REQUIREDAT-1 3JACKSTUDS LU W Z X < LU U < a Ul
LU w w 2 0 n m z
w w
HTT5 CORNER STUD GROUP; MAY Z Z W wl C� z ZI I- z W -
3 El >- Z< 0 1000 � W6
BE LOCATED IN PLANE OF
GARAGE RETURN OR GARAGE TO BE FRAMED AS 2x6 Z z0oz >- Emwm :I � � z ,
0 z - E < m
I . / — — I, W j I- z 3:
FASTEN STUD TO 61 7z 2 LU - W m Id < F- L3
CORNER STUD GROUP AROUND CORNER,AS SHOWN LU � El L9 w L9 I- rn
z >- Z
TUD TO M 6 0
BETWEEN TRUSS TOP CHORD Z U < E U a 0 1 0 Z 4
(3) 1 Od COMMONS EACH ROOF DECK:�,, O,C.STAGGERED.OMIT 0 x CORNER STUD GROUP < I_ jI_ 63: Oj
NAILS AT BOTTOM 24" 1 1 1 1 E. . . . . . . . . . . ... . z
1, 11, W1(2)ROWS I Od @ 6" 0 1: 0 1- �_ _ Llrj
2x4 SYP OUTRIGGER @ 24"O.C. OF STUD FOR HTT5 O.C. STAGGERED.OMIT HTT5
CLIP TO GABLE TOP CHORD WITH HTT5 LL SHEET NO.
TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING < 3: < l < L3
Wl(2)ROWS 1 Od @ 6" FASTEN S 0 1- 1- 1 z se :) z w w
S W/ all
x INSTALLATION FASTEN SHEATHING TO FRAMING NAILS AT BOTTOM 24" FASTEN SHEATHING TO FRAMING
x (1)H2.5TWI-21" OF STUD FOR HTT5 z
INSTALLATION MEMBERS W/8d COMMON @ 3"O.C. 0 ST-6
2X4 NO.2 SYP BLOCKING BETWEEN MEMBERS W1 8d COMMON @ 3"O.C. AS SHOWN
OUTLOOKERS. FASTEN EACH ASSHOWN
BLOCK TO ROOF DECK AND DBL rrl STRUCTURAL
TOP PLT WITH 8d COMMON @ 3"O.C. WALL SEGMENT PLAN VIEW GARAGE RETURN PLAN VIEW 0
FASTEN 2x6 NO.2 SYP— (TYPICAL FOR EACH GARAGE RETURN, NOT TO SCALE) 0- DETAILS
DIAGONAL BRACE TO (TYPICAL FOR EACH WALL SEGMENT, NOT TO SCALE) Of —
BLOCKING w/(6) GABLE TRUSS 0 JOB NO.,
10d COMMONS NO PANEL SPLICES NO PANEL SPLICES I RS2364
2x6 NO.2 SYP DIAGONAL BRACE, — w
SEE PLAN WALL SHEATHING PER PLAN SUBDIVISION
0 . . . . . .
UP TO 8FT SINGLE 2x6 ONLY < Lu 0 Sherry Terrace
< Ej I H EADE R TO BE CONTINUOUS TO
UP TO 20 FT,2x6 W/2x6 T-BRACE w = N 3� _j
1HEADER To BE CONTINUOUS TO - 0 LL
KING STUD W/NO FLITCH PLATE LIJ KING STUD W1 NO FLITCH PLATE
<
L OR T BRACE VERTICAL
REINFORCEMENT PER
TRUSS ENGINEERING F_ LU Q_ FASTEN SHEATHING W/8d LOT NO.:
W FASTEN SHEATHING Wl 8d z (n 0
z U) g COMMON GRID PATTERN @ TI O.C. z 6
FASTEN 2x6 NO.2 SYP"I COMMON GRID PATTERN @ 3"O.C. III EACH WAY,AS SHOWN
TO DIAGONAL BRACE wl 1 Od EACH WAY,AS SHOWN z
z 0- < <
COMMONS @ 3"O.C. LU < < LU LU a. 11 SHEAR PANEL TOP PLT TO HEADER FLOOR PLAN
8'-0"OR AS SHOWN ON PLAN 0 w EL SHEAR PANEL TOP PLT TO HEADER 0
x 0
m co z W1(2)ROWS 10d COMMON @ 3" 0 Brighton Residence
z W/(2)ROWS 10d COMMON @ 3" _j
Q_ J)
2x4x8'-O"NO.2 SYP LATERAL 55 O.C. STAGGERED 0 O.C. STAGGERED 0
1 'T z DESIGNED
BRACE@ 48"O.C. FASTENED z W JACK TO HEADERWITH MSTA24, (2)
z JACK TO HEADER WITH MSTA24, (2) < Co
TO EACH TRUSS wl(3)10d g M TOTAL AS SHOWN m 06 TOTAL AS SHOWN C)
a��N JML/MJP
COMMON -----771� - �a 1 1 2x6 BLOCKING AT PANEL SPLICE 1-- REVIEWED:
2x4 BLOCKING AT PANEL SPLICE LU
:: FOR EDGE NAILING, EDGE NAIL
FOR EDGE NAILING, EDGE NAIL x
FASTEN (1)SIMPSON HGAI 0 BRACE CONNECTOR DBL TOP PLATE PER PLAN SHEATHING AT BLOCKING LU DBM
FROM DIAGONAL BRACE TO TOP PLATE SHEATHING AT BLOCKING a- I
FASTEN ALL MULTI-PLY STUD --- FASTEN ALL MULTI-PLY STUD < REVISIONS DATE
GABLE TRUSS TO TOP CHORD CONNECTION GROUPS W/(2) ROWS 10d COMMON W GROUPS W1(2) ROWS 10d COMMON
w @ 8"O.C., STAGGERED LU @ 8"O.C., STAGGERED
A) TOE-NAIL TRUSS BOTTOM CHORD TO TOP >-
CL
PLATEwIlOd COMMONS @ 8"O.C. a_ SIMPSON HTT5 HOLDDOWN W1 6" SIMPSON HTT5 HOLDDOWN Wl 12"
2x6 FRAMED EXTERIOR U)
EMBEDMENT
B) STRAP TRUSS TO TOP PLATE WITH MSTA12 WALL PER PLAN LU EMBEDMENT w
z LLI
z z
w/(8) 10d COMMONS @ 48"O.C. < I DIA.ALL-THREAD W/2"ROUND
0 1 0 4 WASHER AND 7"EMBEDMENT 0
z z
LU
4
<
GABLE ANGLE BRACING DETAIL (W/ HGA10) 4 z
OB1 1) MAX. TRUSS SPACING=24"O�C. U)
'I lau 1 BLOCKING&CLIPS MAY BE OMITTED FROM
0
OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE ELEVATION VIEW
TRUSSES W/12"OR LESS OVERHANGS. ELEVATION VIEW
A T
(TYPICAL FOR EACH WALL SEGMENT) (TYPICAL FOR EACH GARAGE RETURN) PzE_X
LL
FASTEN SHEATHING TO FRAMING MEMBERS W1 8d -FASTEN SHEATHING TO FRAMING MEMBERS W/8d <
COMMON @ 3"O.C.,AS SHOWN COMMON @ 3"O.C.,AS SHOWN U) �TRUCTURAL
FASTEN SHEATHING W/8d COMMON GRID PATTERN -FASTEN SHEATHING Wl 8d COMMON GRID PATTERN ?ENGINEERING
@ 3"O.C. EACH WAY,AS SHOWN
@ 3"O.C. EACH WAY,AS SHOWN
-FASTEN REMAINING SHEATHING Wl 8d COMMON @ 3"
I',, \_ 0
FASTEN REMAINING SHEATHING Wl 8d COMMON @ 3"
O.C. EDGE, 12"O.C. FIELD O.C. EDGE, 12"O.C. FIELD 0
J
Lu
LU
Derek B. Murray, P'E.�'
F'.E. No. 71457,,,-
QT ENGINEERING 06-26-20�i5ol
1 —24 3' --------1—1 V6-------------7-4'6'—1 KIVER.SIDE
HOMES
SUBDIVISION
GE05 ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHUATHING Sherry Terrace
I LOT NUMBER:
T09
6
Tog UODEL
Custom
T09 DESIGNEDTCHECKED.
F RD/DB
B01
< <
TwErMuss
A IDNOW OF
0
-2'- -2-- -2'- -2-- -2- -2' 21- -2'-:-2' -2'- -2'
F11 H
2' 2'- 2
HA
F12
HA
F F13 K — ... ... .... 1 112 LED ER
12. FS 1 �21 I J .1
HA Fbi FBI
FIZ .22
g= STAIRS
F12 -
eAp E X
F12
Fl� L
-
This drawing is not sufficient
F11 -2'- -2- 2- 21 2'- 2- -2'-
0 1-2'- -2'- -2- -2- -2'- -2-1-2-1-2'-1-2-1-2-1-2- -2'- alone for installation.
Additional instructions
0 accompanying this drawing,
including BCSI-B1, should be
used in conjunction with the
. . . . . architectural and structural
plans during installation. If
BCSI-131 has not been
- shipped to the site with the
1-1 1-2'
components shown on this
4Q10. page, please contact Apex
< < 0
N
Technology for a free copy.
I I I ILk-N lx- 2
. . . . . . . . . . . . J-1 Permanent bracing for the
building, including bracing to
resist wind, seismic, or other
CONV.
FRAME 7=r�u lateral forces, and permanent
BALCONY FGE07 bracing for all c ural
[I-[2-
21
i elements, i he r ponsibility
of the En neer of ecord for
thestruc re or the uilding
r the
designe , ar'ANS11 P11-
2002 C aloter 2.'-,
F 2.
--f-261'
4711"
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL,32224-904.821.5200 1 6 1/16/2015
.mow*%
KIVEPLSIDE
HOMES
SUBDIVISION:
F-24'3" Sherry Terrace
LOT NUMBER'
6
ALL EXTERIOR WALLS HELD BACK 112-FOR SHEATHING MODEL'
Custom
DESIGNED/CHECKED:
RD/DB
TRUETRUSS
P E wo A DWISM OF
61
- ----- - - - - J01
J02
V J03
7-
J04 eAp E X
J04
This drawing is not Sufficient
V 4 07 J04 alone for installation.
U26-2 U=80 Additional instructions
accompanying this drawing,
including BCSI-131, should be
used in Conjunction with the
V 7 C architectural and Structural
plans during installation. If
V a
2 BCS1-B1 has not been
shipped to the site with the
T08 F components shown on this
page, please contact Apex
Technology for a free copy.
T08
L Permanent bracing for the
building, including bracing to
T08 resist wind, seismic, or other
T08
lateral forces,and permanent
L GE04 bracing for all structural
elements, is the responsibility
&PRecordfor
of the,En' e
the§tru ur r albuil4ng
4-6-11----T-4'6 f-6'3"9--------F-4'5"11-1 desi r, r I/T
26'1
47'11' %
2092 a r
%
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TIE
ECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL,32224-904.821.5200
61 0