1662 MARITIME OAK DR - NEW HOME STRUC. DRAWINGS DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX
NOTES 3,4 NOTES 1,4, 5,6 ST-1......................STRUCTURAL SPECIFICATIONS
qui�dinaCode STUCCO AND DIRECTLY DTT2Z (8)Y4"xl Y2"SIDS SCREWS IN STUD ST-2......................FOUNDATION PLAN
Florida Building and Residential Codes,5 th Edition(2014) MIN�/16"24/16 SPAN RATED OSI3 OR PLYWOOD INSTALLED HORIZONTAL-Y W/8d (NOTES 2,3) Y2"0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR CS181CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN
z ADHERED STONE COMMON: 6"O.C.AT PANEL EDGES, 6"O.C, IN THE FIELD. 2x4 BLOCKIN3 IS REQUIRED AT ST-3A....................1ST LEVEL ROOF FRAMING PLAN
Code for Design Loads Lu (NOTE 6) ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
< UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 Y2"IN STUID/BEAM/TRUSS,
ANSUASCE 7-10 X UJ
w m: (NOTES 2,3) 1/8"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7)10d x 1 Y2"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
ROOF LOADING'...............................................Cd=1.25 U) MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d ST-5.......................TYPICAL WALL SECTION SHEET
_j ALL OTHER VENEER ST-6.... .................SECTIONS AND DETAILS
TOP CHORD LIVE LOAD............ ............ ........20 PSF _j COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2X4 BLOCKING IS HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, U)
FL < (NOTE 8) ST-7......................SECTIONS AND DETAILS(IF APPLICABLE)
TOP CHORD DEAD LOAD....................... .........7 PSF >_ REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTES 2,3) 5/8"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 (9)10d COMMON EACH END 00
C:)
BOTTOM CHORD LIVE LOAD LEGEND (D N
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) TILE ROOF MIN'5/32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8-SDS3 (20)SIDS Y4"x 3" SCREWS IN STUD GROUP clq
ATTICS WITHOUT STORAGE....................... 10 PSF PERPENDICULAR TO SUPPORTS W/Ed RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND 7/8"DIA.x1 2"EMBED ANCHOR IN CONCRETE MS36/MSTA36 (13) 10d COMMON EACH END OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL co
z (NOTE 7) ALTERNATIVE FOR THE APPLICATION SHOWN
(NON-CONCURRENT) Lu -
0 co 8"O.C. IN THE FIELD
BOTTOM CHORD DEAD LOAD........................5 PSF LL w (38) 16d SINKERS INTO STUDS (11)1 Od x 1 Y2"IN TRUSS/RAFTER LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 LL.
0 Lu SHINGLE AND METAL ROOF MIN 7/4'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH STHD14 (WET EMBED) HTS20/HTS20 EOR ENGINEER OF RECORD 0 E
0 X: 0 LONG DIMENSION PERPENDICULAR TO SUPPORTS W1 8d RING (11)1 Od x 1 Y2"IN TOP PLATE AND/OR STUD EW EACH WAY N _0
w U) (NOTE 9) U?
WIND LOADING.................................................Cd= 1.60 SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. OSI3 ORIENTED STRAND BOARD T_ C
ASCE 7-10, 3S GUST........................................130 MPH I LTT20B (10)10d x 1 Y2"IN STUDS (5)Ed x 1 Y2"IN TRUSS WSP WOOD STRUCTURAL PANEL C14 Ca
BASIC WIND SPEED FLOOR DECK SHEATHING: 23/32"T&G OSB OR PLYWOOD W/1 Od COMMON: 6"O.0 AT PANEL EDGES 12"O.C. IN THE (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T (5)8d x 1 Y2"IN TOP PLATE CR
(NOTE 5) FIELD. SYP SOUTHERN YELLOW PINE 11,
EXPOSURE CATEGORY.................................. C SPF SPRUCE-PINE-FUR 0
BUILDING CATEGORY.....................I........I...... 11 MIN 3/8"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/Ed ABU44 (12)16d COMMON& 5/8"x 7"DRILL&EPDXY HA8/H8 (5)1 Od x I Y2"IN TRUSS CONT CONTINUOUS 0)
ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5)10d x I Y2"IN PLATE O.C. ON CENTER 4
INTERNAL PRESSURE COEFF........................ 0.18 LSL 1.55E TIMBEIRSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. N E
C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SVV'DESIGNATED SHEAR WALLS: MIN 7/16"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/Ed COMMON: 3" (12)16d COMMON& 5/8"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) C14
O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), ABU66 (12"EMBED AT GARAGE DOOR RETURNS) TSP C14
(NOTE 8) 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). (6) 10d x I Y2"IN PLATE LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE LL.
I PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO.
FLOOR LOADING..............................................Cd= 1-00 NOTES: HU48, HUC48, (14)16d COMMON IN HEADER QTA QUICKTIE AQUA, SEE TABLE 6:UPLIFT ANCHORS ILL
TOP CHORD LIVE LOAD..................................40 PSF SPH41SPH6 0 2)1 Od x 1 Y2"IN STUD a
TOP CHORD DEAD LOAD....................... .........10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN '5/32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF Ed RING HU28-2, HUC28-2 (6) 10d COMMON IN BEAM QTB QUICKTIE BLUE,SEE TABL E 6:UPLIFT ANCHORS Ld LO
BOTTOM CHORD LIVE LOAD..........................0 PSF SHANKINAILS. (0.148"x3"LONG). HU410, HUC410, QTG QUICKTIE GREEN,SEE TABLE 6-UPLIFT ANCHORS a)
BOTTOM CHORD DEAD LOAD............... .........5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU210-2, (18)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS :t:�
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. (10)10d COMMON IN BEAM DSP (8) 10d COMMON IN STUD/HEADER > :3
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND E UPPLEMENTS OF HUC210-2 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS z W
SPECIAL FLOOR(GAME ROOM)LOADING. SIDS Y4"xl Y2" SCREWS IN TRUSS/RAFTER OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0
...Cd=1-00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA1 OKT (4) QGT (18) 1 Od x 1 Y2"I IN TRUSS W/QUICK TIE UPLIFT ANCHOR INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM U)
TOP CHORD LIVE LOAD..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP (4)SIDS Y4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN �e CIO
TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING,Ed RING SHANK NAILS OR Ed SCREW NAILS ARE RECOMMENDED. BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW 0
BOTTOM CHORD LIVE LOAD...........................0 PSF SPECIFICATIONS) <
BOTTOM CHORD DEAD LOAD........................5 PSF 6. '5/32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LGT3 (26) 16d SINKER IN WALL FRAMING QGT2 (30)16d x 1Y2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR -2
MAXIMUM FLOOR TRUSS SPACING...............16"O.C. BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, (12)SIDS Y4"x 2 Y2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM cli (a
MIN STRUCTURAL REQUIREMENTS ARE 7/16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER I--- -_ I 1 0
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: 1q,
DEFLECTION CRITERIA 7. 15/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MAINUFACTURIER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT w
ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32"APA RATED OSB OR EQUAL MAYBE USED TO SLPPORT TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. 0
8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): >
TL/180 STUD COLUMN KEYNOTE CALLOUT U)
TL MAX V UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. * QTB=DTT2Z, LTT20B
40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE OOF. SHOULD o QTG=HTT4 NUMBER OF STUDS BELOW BEAMIGIRDER TRUSS.STUDS
ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL * 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. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 2 STUDS W of 0
TL/240 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. �U) UJ
j 0 - ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN
TL MAX 3/4" TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACIN 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. W of
NOTES 1,2,3 6. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z E50 I FOM OF STUD COLUMN CONNECTION
D I JOISTS...................... .................. ..... LL/480 BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. e 1 ST LEVEL STUD COLUMN: HOLDIDOWN REQUIRED AT BASE OF COLUMN <
TL/240 BEARING CONDITION STUCCO FINISH-L1360 FLEXIBLE FINISF-L11 20 TABLE 8- SPECIFIED SHEARWALLS OR QT-REQUIRED FROM TOP PLATE TO SLAB. 0-
TL MAX Y2" WALL HEIGHT WALL HEIGF T 0 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL z
NOTES: &STUD TYPE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM 0
2ND LEVEL TOP PLATE TO SLAB.
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER END STUDS TO TOP PLATE CONNECTION
2x4 SPF STUD Z)
FBC 1605.3.1.1. >_ SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT W
i 2x4 NO.2 SPF
z LO m
0 -77 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 1q, x 0
LL (2)2x4 NO.2 SPF SW1,SW2, SW3,SW4 QTBJQTO rl- W W z 20 -
it < 0
0 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. TYPE OF STRAP CONNECTING HEADER TO JACK STUD IL Lj 0 z 0� a 10
W �z �_ 0
TABLE 1 : COMPONENTAND 0 2x6 SPF STUD 24 24 24 24 24 24 24 24 24 24 MSTA24 < :3 U1 0 W LL < Z
2. QTB/QTO MAYBE SUBSTITUTED W/(2)MSTA24IMS24, (2)H8,OR(2) 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION lq4- LL 0 L] L3 0 LU 0
0 Z _j -
2x6 NO.2 SPF DSP. LO Ul 0 1- Z C3 Ul 0 W C) M O�
CLADDING DESIGN PRESSURES 1 ��24 1 24 24 1 24 1 24 24 24 1 24 24 *1 ST LEVE L STU D GROU P: HOLIDDOWN REQU I RED AT BASE OF STU D GROU P r,- j O�
ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION, SHEET ST-5. >- 0. 0 z w j z z 0
e 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD . < �- w w - 0 m < x < n W LL
2x4 SPF STUD (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) 0 - 0� a > DE I- ou 2
GROUP TO I ST LEVEL STUDS/HEADER/BEAM. W W 0 w w m w - 0
WINDOWS AND DOORS 2x4 NO.2 SPF z a a, w LL - 0 Er
Z NUMBER OF HOLDIDOWNSISTRAPS AT BASE OF KING/JACK GROUP M W Z
EFFECTIVE ZONE DESIGNATION < 0 (2)ADDITIONAL WALL STUDS REQ. FOR QTO U) 0 It IL . Z W M Z L3
U_ 0 (2)2x4 NO.2 SPF W z 0. 0 IL >- w W w w
WIND AREA IZ-interior Zone(psf) EZ-End Zone(ps� END STUD GROUPS I.- < 0 U3 7
0 _j LIJ < w (3 w �- I L, 0 U1 Ll E
0-20 ft2 +24.61 -26.70 +24.61 -32.95 w x D 24 24 24 24 24* 24 24 24 24 24* HEADER FRAMING KEYNOTE CALLOUT Z < I �- w j m I F z < LL
SW TYPE NUMBER OF STUDS < 010ZL 1020- 0
2x6 NO III Z
( )2x10-1 W a
ft2 .2 SPF 4 24 24 1 4 24 24 2 NUMBER OF KING STUDS EACH SIDE OF OPENING D �- Z w L X
21 -50 +23.42 -25.51 +23.42 -30.58 1� SW1,SW2,SW3 2 w IL I W 0
NOTES: SW# I 111 120 a: ofwcjzo Z w
3 19 < < L3W0WW 00 < 7w
100 ft2 SW4 NUMBER OF JACK STUDS EACH SIDE OF OPENING z , x I.- - 0 �- 0 - 1 0 z
51 +22.01 -24.09 +22.01 -27.74 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON oil 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP LU Fr = ow F- z < iZwmL1E
ft2 PLAN. III -SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP LU w W Z _x < w Li < 0� If] LL z
101 -200 +20.91 -23.00 +20.91 -25.56 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. REQUIREMENT. w a� < I w 2 L3 :3
w w a� w III
UNLESS DESIGNATED AS WSP) z z 1� z Z
3. (-)STUD SPACING IN TABLE DE81GNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE (D 7 >- z< [] - � 1LU0I]9 < W1j
VINYL SOFFIT MAX PRESSURE(ps� +23.5 DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4-E IND ZONE LOCATIONS. END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER coz �. LMWLD � zzl _
30.74 Z zwo < mz - 1< 1� z � _ !._ �_
1 ST LEVEL 2ND LEVEL STRAPPING w Ld z _j 2 <
2 - W -1 U] W < O� �- Lj
GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN SW TYPE W � 0 In W L9 F- 2 1 W 1j
HOLDDOWN (IF QT-NOT APPLICABLE) ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT < z >_ z I < Ll � a
z z w
NOTES 1,2,3,4 pI._ v :) W
PRESSURE TREATED LUMBER Swi QTBORDTT2Z MS361CS16/MSTA36 (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z L] < L3 1 0 T W Z <
0 w < F_ J �_ - 1 0 _j
Ll w < 0 ml�_ D 0
DIA IETER LENGTH SW2 QTGORHTT4 (2)MS36/CS16/MSTA36 NUMBER OF JACK STUDS EACH SIDE OF OPENING z z
8d COMMON 0.131" 24/2- SW3 QTOORHTT5 (3)MS36/CS16/MSTA36 _j
8d RINGSHANK 0.113" 2-3/8" PRESERVATIVE FASTENER TYPE HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) LL
ACZA STANDARD CARBON STEEL SW4 HIDQ8 (4)MS36/CS16 z SHEET NO.:
0.148" 1-y2'. -DEPTH OF HEADER 0 ST-1
10d x I-Y2"
10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND BOTTOM PLATE ANCHOR SPACING(NOTEA7 NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO)
END ZONE KEY MAP FASTENERS REQUIRED. <
1 Od COMMON 0.148" 3" SW TYPE MAX ANCHOR SPACING 0� STRUCTURAL
END ZONE: END ZONES SHALL BE TAKEN 12d COMMON 0.148" 3-Y4" CONNECTORS MUST HAVE PRE-ENGINEERED TRUSSES & I-JOISTS 0
AS THE 1ST4.0'PER IRC FIGURE R301.2(7) Z-MAX, G1 20 DR TRIPLE ZINC SW1, SW2 DIA.@ 24"O.C. OR Y2"DIA. @ 24"O.C. D_ SPECIFICATIONS
16d SINKER 0.148" 3-Y4" R PT (NOTE 2) COATED FINISH. SW3 3/8"DIA.@ 16"O.C. OR Y2"DIA.@ 24"O.C. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL w JOB NO.:
16d COMMON 0.162" 3-Y2" (INCLUDING ACQ& MCQ) ALL FASTENERS MUST BE HOT SW4 DIA.@ 12"0.C. OR Y2"DIA. @ 16"0.C. BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP 0
DIPPED GALVANIZED. DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD '-) RS0255
NOTES: NOTES: FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET STA OF THE PLAN SET. TEMPORARY <
1. 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 0 SUBDIVISION:
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. ct
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. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION 0 Atlantic Beach
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. i Country Club
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN ILL
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 GALVANIZED 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 WITH PRESSURE 4. SWIB-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
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: DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS z 125
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN 9 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. e 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. (D FLOOR PLAN:
DOWN. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND 0 Santa Rosa-A
6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDIDOWN,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
TABLE 6: QUICK TIE CONNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED RODIN EPCON G5 EPDXY,OR SIMPSON. SCREWIN CRITERIA,THIS SHEET. 0
ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Z DESIGNED:
T_
a NOTES 1,2,3,4,5 HEADER FRAMING 0 MJP/JML
CONCRETE/ MIN. EDGE DISAINCE CONCRETE AND FOUNDATION NOTES LLI
SYMBOL DESCRIPTION MASONRY TENSION CAPACITY - 1. ALL HEADER JACK AND KING STU IDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 1 Od COMMON @ 8 C. REVIEWED:
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. x
EMBEDMENT MONOLITHIC SLAB Cmu
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). LLJ
ONESTORY QTA(QUICK TIE AQUA) 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: DBIVI
(A 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). 0 SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2.
11�� 81 1 3 < REVISIONS DATE
Y,"WIRE ROPE-3'STEEL STUD 23/4" 23/4" 910 LB. /4 2 Y4" 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 e ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W1 8d COMI� 3"O.C.
4.0 FT [A] TWO STORY 2"x 2"x Y8"WASHER @ TOP PLT REENTRANT CORNERS. * EITHER TOP OR BOTTOM PLY OF DBIL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHIN(a BE AGARAGE FLIP&
1 ST FLOOR (TYP) ENDZONE -16
ONESTORY QTB(QUICK TIE BLUE) 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLATE .3 RAFTER ERAMING
[TDESIGNATION 3 3, 1 3 AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. e NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END
i6"WIRE ROPE-8' STEEL STUD 4" 4" 1,527 LB. /4'. 2 Y4"
TWO STORY 2Y4"x 2/1�"x Y8"WASHER @ TOP PLT SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN * * WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL 1�,A6.6,&&TION
REQ SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING
LBI UESTED BY THE BUILDING OFFICIAL.
QTG(QUICK TIE GREEN) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
ONE STORY 1"WIRE ROPE- 12"STEEL STUD 2 Y4" 2 3/4" 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR z
4 4" 4" 2,839 LB. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE):
TWO STORY 3"x 3"x 3/16"WASHER @ TOP PLT FIRC 5TH EDITION(2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT * HTS16W/(10)10dx1-/`�"@16"O.C. �:
ONE STORY QTO(QUICK TIE ORANGE) LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE * MIN 18 GA.COIL STRAP WRAPPED OVER TOP PLT W/MIN(5) 10d x 1-Y2"INTO EACH SIDE OF HEADER OR 0
co 51, ASSUMPTIONS. Lull
a FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x 1- Y2"(OR EQUAL APPROVEWY EOR).
16- 6" 3' 3" 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 4. FAS*TEN ALL HEADERS TO KING STUDS WITH(3) Ed TOE NAILS PER SIDE.
WIRE ROPE STEEL STUD 6 4,455 LB.
TWO STORY 3"x 3"x 3/16"WASHER @ TOP PILT <
SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. z
9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS 0 '<1_1�, z
NOTES: CONDITION EXISTS. z
1. POWERSAC100TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 10. TO CONTROL CRACKING, CUT V SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR TABLE 9: PLANK-ORIENTED HEADER REQUIREMENI U 0
t: 0
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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.
3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH-U360 FLEXIBLE FINISH-L/1801 0 h �F_
TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. a i= PEX ,
ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, (NOTES 1,2) MAXIMUM 11' MAXIMUM 11' S2 0
4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONTACT THE ENGINEER OF RECORD. PLATE HEIGHT PLATE HEIGHT
U_
• EXTERIOR 2x4 WALLS: -
FRAMING NOTES GREATER THAN 48"UP TO 75" (NOTE 3) (2)2x4 (2)2x4 <
-QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING
SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) 9 U)
I. POWERS ACI 00 TEAL,GOLD, OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR GREATER THAN 75"UP TO 111" (2)2x6* (3)2x4 STIR CTURAL
-CITO 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 Y "GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL ING
16
• EXTERIOR 2x6 WALLS: THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN % e M U
-NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. Nk
-QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS) 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE U) GREATER THAN 48"UP TO 75" (NOTE 3) (3)2x4 (2)2x4 0 0 cr_�,C,,
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RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER.
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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 0 GREATER THAN 75"UP TO 111 (2)2x6' (2)2x6*
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GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN
4.0 FT 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER.
2ND FLOOR ENDZONE 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 1. PLANK HDR TO STUD GROUP W/MIN(6) 10d TOE-NAILS, EACH END.
(TYP) 9 V_
-1,-F DESIGNATION 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C. STAGGERED. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. Cr.
(REV 03-03-16) 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x PLATE IS SUFFICIENT. I'
8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 4. FOR PLATE HEIGHTS ABOVE 11% SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. Derekbi-'��Murra -`PE.
9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL < 4"-, -�-,
'I', -., L f 4!0
5. HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. -P ExN16.71'
STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. QT EN`11� RING 26_1
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FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES CONTROL JOIN J) NOTES:
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE 1. TIMING
A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH
A8"x8"DEEP THICKENED EDGE EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL * CUTS MUST BE MADE THE SAME DAYAS PLACEMENT.AS SOON AS THE
A W/(1)#4 CONT AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF CONCRETE HAS SET ENOUGH TOALLOW SAWCUTS WITHOUT RAVELING
MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S OR THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT.
A12"DEEP FTG W/#4 @ 12" EW CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. * CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE
B UNDER BOX COLUMN, FTG TO BE 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT ADEQUATE PROTECTION AGAINST'RANDOM"CRACKING.
PROJECTED MIN 6"AS SHOWN SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL 2. DEPTH
FOUNDATION WORK MAY BE REQUIRED. Cn
3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN THE CUT SHOULD BEAT LEAST I"DEEP, BUT NOT MORE THAN 1 Y4"DEEP.
16"SQx12"DEEP FTG W/ ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL 3. SEALING 0
A (3)#4 EW PLANS FOR LOCATION OF SLIDING GLASS DOORS. a) N
4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC (y)
N
ZL24"SQX20"DEEP FTG W/ SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. _j
(3)#4 EW 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 0
CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET
E
A30"SQx2l)"DEEP FTG W/ 6. SHOULD SITE FILL CONDITIONS ALLOW FOR SLAB AT GARAGE DOOR TO LO
E (4)#4 EW RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO lr_�
TYPICAL REINFORCING C14
FOUNDATION KEYNOTE"A",THIS SHEET,AND OMIT CONTINUOUS STEMWALL BARS AT THICKENED 00 0 (f)
36"SQX20"DEEP FTG W/ FOOTING BELOW GRARAGE DOOR. FOOTING,SEE PLAN 14
(4)#4 EW 0
0)
MIN 24"LONG#4 OR#5 1
BAR SET AT MID-D-EPTH 1q_
48"SQx24"DEEP FTG W/ 04 E
A (5)#4 EW,T&B OF SLAB,TYP ALL 04 Q)
RE-ENTRANT CORNERS C14
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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
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A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM
CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C.
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR Ce)
DECK TO SW DBL TOP PLATE W/1 Od @ 3"O.C. _j
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WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 14
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ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0')
BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I
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PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. C14
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SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS.
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TYPICAL WALL SECTION SHEET. -2
C14 CU
6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED
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DETAIL SHEET. ry
B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH D
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 0
C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY.
STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT
OF PLANE WIND LOAD. <
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8. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP&BOTTOM Z
SILUDOOR TOP SILL FULL LENGTH OF SWB REQUIRED 0
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U)
w
NOTE7A
2 STUDS U)
U) LU
:D
HDR TO PORTAL FRAME
2 STUDS ju)
U)
STUDS W/HUC210-2 A
^D
QTG
WSP HDR-0/2 WSP HDR-'0/12
0
WSP HDR-0/72 ] 3 STU S __' — I
B ]Lomu�
(2 2x12 ��-7
..............
..............rr
...........
(n M
x I IC"Ic K Q
1pV (n ;U PEX
GARAGE DOOR DESIGN
(2)2X1 0 0
WIND LOAD(PSF):
6x6 NO.2 SYP NOTE 4 swi (2)2x4-1/1 (2)2x4-1/1
+21.75/-26.10
<
PT POST
..........
BALLOON FRAME WALL TO OUTLOOKERS W1 2x6 NO.2 SPF @ 16"O.C., ST CTURAL
CV)
SEE DETAIL"Bl"FOR OUTLOOKER REQUIREMENTS swi
(1)JACK&(3) ENGII EERING
KING
U) G2 (D
STUDS AT THIS
2 STUDS
AAL,
SIDE OF OPENING ST-6 �X
(2)2X6
FILE COP'f "cc
0 0. TUDSd
��QTB
m
R(2)2x6 LL
zj0
0
0
F_
L S UDS
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QT
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FF (2)2x4_1/1
'E
I- ii�'-_ D4rek B. Murray
F71 A
r,VAL FRAMING PLAN 1 /4 P,,E,,�,Nd(1,714�7,
QT ENGINEER'
FIRST LEVEL STRUCTU ING
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
TRUSS ENGINEERING NOTES: 1. PRE-MALINFACTURED SHEAR PANEL 0 INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
9 UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL s SHEAR PANELTO SWDBL TOP PLTW/10d @ 3"O.C.TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING e FLOOR DECKTO SHEAR PANELW/10d @ 3"O.C. co
2. TYPICAL BEARING BLOCK C)TO THE TYPICAL WALL SECTION SHEET. N BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH N
* ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING DIMENSION OF TRUSS MEMBER. co
e 3240# DRAG LOAD APPLIED TO TRUSS T1 5D. ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _j
BOTTOM CHORD W1(3)ROWS 10d @ 4"O.C.STAGGERED. 0 U_
0 3240# DRAG LOAD APPLIED TO TRUSS FT03. C)C\1
3. LEDGER FRAMING NOTES: LO 0 3640# DRAG LOAD APPLIED TO TRUSS T26D. @ FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT C14 cu
is 1735# DRAG LOAD APPLIED TO TRUSS T28. EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 Cn
24"O.C.SPACING)0 TRUSSES T1 5, T1 5D, FT02, & FT03 ARE DESIGNED TO s ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0)
CANTILEVER OFF OF THE EXTERIOR WALL, NO BEAM IS LOCATIONS ON PLAN C
* SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER REQUIRED BELOW. PROTECTION AGAINST CORROSION E
0 IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK 04 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH CY) LL_WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT _j FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL a) cl�
C:)
Ld L0 ROOF FRAMING LEDGER: a)
2x6....................(4)12d COMMON mo :t:!
2x8....................(6)12d COMMON >
z 2xl 0..................(8)12d COMMON 0 U)
2x12...... ...........(10)12d COMMON W Cn FLOOR FRAMING LEDGER(W/NAILS):PT 2x6................(3)16d COMMON <PT 2x8................(5)16d COMMON (N CU
(REV 03-03-16) PT 2x10..............(7) 16d COMMON 0 PT 2x12..............(9)16d COMMON 3:
........... ................... ................... ............ ............ ............ .............. ........... ................ ...................... ....................... ....................... ........... .................... .............. .............. .................. ............ _0
93'8`8 U-1
F_
FLOOR FRAMING LEDGER(W/SCREWS):
3 0
.................... 28'6" .................................. .................................................................................. 12'1 0" ....................................... .. .................... .. .. ................................. 24'6" ....... .......... ................ . ............ 27"i U'8 ........ . ............. PT 2x6................(3)Y4"x 4-Y2"LONG#1 4 WOOD SCREWS
U)PT 2x8................(5)Y4"X 4-Y2"LONG#1 4 WOOD SCREWS* 2x6 NO.2 SYP RAFTERS @ MAX 24"O.C.* 2x6 No.2 SYP CEILING JOIST @ 24"O.C. NOTE 6,TYP.ALL LOCATIONS;SCAB FULL PT 2xl 0..............(7)Y4"X 4-Y2"LONG#1 4 WOOD SCREWS* ATTACH RAFERS TO HIP/TRUSS W/(6) LENGTH OF TOP CHORD IF ADEQUATE PT 2xl 2..............(9)Y4"X 4-Y2"LONG#1 4 WOOD SCREWS 10d TOE-NAILS BACKSPAN IS NOT AVAILABLE I..................................................................................... .......................................................... ............... .................. 2x6 NO.2 SYP RAFTERS @ MAX 24"O.C.LO r- co 00 aj co 2x6 No.2 SYP CEILING JOIST@ 24"O.C. 4. OVERFRAMING NOTES
C4 N, m 0') co m ATTACH RAFERS TO HIP/TRUSS W/(6) is ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX.F- F- F-............. ............. ................................................ ................... ..................................... .................................. ........................... ........... 1 Od TOE-NAI LS is ALL"SLEEPERS"TO BE PLAN K-ORI E NTE D 2x8 NO.2 SYP MIN. <
(REV 03-03-16)
................................ ........................ .............. ................... ............. .......... .....I .................... ....... ..................... ... ............ .................. ...................... .......... FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d
IILO I00 co 00 00 co 00 00 00 co z
IV8 COMMONS MIN.ICie) C") IIco co co m
MTS12 HTS20 0
m co CIO I (2)!HTS20 EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT
0
I....... .......................... ............ II ............ .......... CONNECTOR.��F...................IALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
IU)
IFASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
IILO
RAFTER WHERE APPLICABLE Wit(5) 10d COMMONS MIN.IX z 2 [I w
IIz m........... IRAFTER SPAN SCHEDULE
J06T IIa] U Ld LL q W ILL
ILLJ O.C.
34' ............................ ........................ E] Z Lj
ILUMBER SIZE
ul, U w Ll U) 0�
UI Z ISPACING
m z 0
2x6 2x8 2x1 0 2x1 2 w w
J06T C) . X >CD i �Dh ! U M < a < Z) Lu LL
U 'Jog Iw W Ln - 0
12" z 14i-5" 18'-3" 21' 25'2X6 NO.2 SY EDGER,IIw w
0. w
-8' -6'
w Z SEE NOTE 3 I16
IIL z
IU)
12'-6" 16-10" 18'-9" 22A In w
I -- ------------------- 24" w 7
Ip J06T .............. J09 U,............. ....................... .............. 1 0'-2" 12-A 1 15'-4" 18'-O" z w UI
.7 7 0 q I .............. .................... ..................................J06T I Z < LL
I20 L.L./15 D.L.#2 SYP 0 , C3 z IIZ W LL
I7- X
_j"I, oo, oll 4": w w I LJ Z] w
2 Z 7 Z 2 2'
ICEILING JOIST SPAN SCHEDULE < L3 w C3 w I
2x6 NO.2 SYPi RAFTER Z 2' 2' Z Z Z 2' 2' 2' <2' Z 2' 2' 2 2' 2'106T IJ09 LU X 0 LU IZ ry Z 7 X 0
I0 z
I (kMAX 24"O.O.IO.C.
I ... ..............-2 7 W z
I _X < W <
/2x6 No.2 S LUMBER SIZE L3 2 U] Z
TU2,6 LL
YP CEILING :H
IIw
........... LLI
SPACING IZ 01
w w O.C.JOIST 24 I ............. ..............
z
J06T I2x4 2x6
FG05 I
ATTACH RAFERS TO I p 2x8 2x1 0
II
U] Z
J09
TRUSS W/(6j 1 Od 111-101, 18'-8" 24'-7 26'-O" Z z L
NOTE-6,TYP`.iALL LOCATIONS; 12" w L 04 CN
IICD I W
w L9 U) Uj < a 0 -
TOE.�NAILS �D CD C) SCAB FULL LENGTH OF TOP
I10.U_ 16"UL U_ 16-1 1 2 V-7" 26-7 U_ Ir
< ILL
U_LIL IUj CHORD IF ADEQUATE z w 0 F- EE
Li(2)HTS20 ............. J09 w.......... ................................................................. .. .............IHT$20 AN iS'NOTI�VAILABLE 9'-3" 13'-1 1 17'-7" 20'-1 1 Z 0 < Ej m El 7 w Z <I0 w U_ U Lk Iz
HTS20 OR C:> L3
10 L.L./5 D.L.#2 SYP....- ----- ........... U-! 1....... .... 0 CD 01
ITA2; LO MTS12 ........................ I................... U_ U_ U_ILL U_ Uj-MS 4 IU_
> SHEET NO.:
.............. L.......... ............................ ......................
5. D T STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
............... .............. ..............T12 z
BUI ER IN ACCORDANCE WITH FRC R302.12. 0 ST-3A
I6. RAFT R OVERHANG.......... ................ < I................................................................. ............ ....................... .......... .................................... CA *2
I .2 SYP SCABBED RAFTER TAILS ING No ROOF FRAMING
0
Ie R
ER TAILS TO TRUSS TOP CHORD W/(2)ROWS
I-HTS26 OR< II1 6"O.C.,STAGGERED
24 @ MSTA PLAN
I........................ ................................... ..................... .......... ..................... FG01 7� (2) 8 SYP BLOCKING BETWEEN TRUSS TOP CHORDS 0
......... .......... ............ JOB NO.:
........... ................................ IT FG.......................... ................ ............. ......I........................ j BEL WWALLABOVE
........... RS0255
HTL?6-2 ii ......................................................... ............................................ ...................... 6
04 04 N I Ti 1 ICq N cl� N (14 I IINOTE 7(REV 03-03-16) -D D IIIAtlantic Beach
..............I3:I................. ........ ................... ............... ........................... ................. ....................... I6
ILL
............. .................................................... .....................IT11 2x6 NO.; SYP RAFTERS Country Club
@ MAX:24"O.C.
2x6 NO.2 SYP LEDGER 2A 2NO.2 SYP LEDGER, LOT NO.:
SEE NOTE 3 2x6 No.2 SYP CEILING
II0.C.
JOIST @ 24'
.................... ............. ............ ............. .............. ..........: *r.1,4 . b� . . 6 z 125
......................................................... SEE NOTE 3
I ................................... FLOOR PLAN:
2 TOE-NAILS
I .........I...................................................... ................. ........................................................................ ................................................. I............................................ ...............T11 ............. ................. 6 Santa Rosa-A
6,TYP.ALL LOCATIONS;SCAB FULL IILENGTH OF TOP CHORD IF ADEQUATE IZ DESIGNED:
IIBACKSPAN IS NOT AVAILABLE............ ...... ...... ....................................................... ..... ................................... IIT11 j ^D MJP/JML
UL Iw
REVIEWED:
I (REV 03-03-16)
IIIX
............................ ........................................................................ ...................... . ......... IIJ06
............ DBM
TI 1 IIIREVISIONS DATE
IG FLIP&
................... J06 ARAGE 03-03-16
.. ...................................... .... ........... .......................... ...... -------T11 IIEAFILR ERAMIKIG IHTS20 (2)H 20 :D _7D II ................... .............-----___ .......... .................... IJ06 0 GEO I ............................0 IGE02 IIFG z
HTS20 I2'4 H 6 Ii 0................... I..................SET GABLE TRUSS TO INSIDE FACE OF WALL AND ............... .............................. 'i ,1 7.............. IIIANGLE&LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING co co BALLOON FRAME TO OUTLOOKERS. FASTEN GABLE U0 LO LO (O IZ>I4 2x6 NO.2 SYP RAFTERS DETAIL IS PROPERLY APPLIED TOP AND BOTTOM CHORDS TO EACH STUD W/(3)12d (D <II@ MAX 24"O.C. z. ....................................... IIe 2x6 No.2 SYP CEILING U)
JOIST@ 24"O.C.NOTE 6,TYP.ALL LOCATIONS;SCA B FULL ATTACH RAFERS TO HIP ILENGTH OF TOP CHORD IF ADEQUA TE ITRUSS W/(6)1 Od BACKSPAN IS NOT AVAILABLE 'I "i............................................... I ..................... TOE-NAILS I(D co 00 0)C) fo CD ------- ........ < ICO §,T_j 2 .................... I ........................................ ....................... �24'6'8 6'2`8..........14'6` ........................... ....................... ...................................... ........ ...................................... ........... 1 6'1 1 ............................. (REV 03-03-16) FILE C;0 P Y................................................................................ .................................................... .................. ........... .......................................................................................................................................................... 93'8`8 .. ................................. . . .................................. ... ............... ................................... ................. .................................................. ............... .............................. ............. X ... ...
0 I��FT.C. IIIFIRST LEVEL FLOOR AND ROOF FED A if 11011 I W-MING PLAN 1 /4 Murfap QT ENGINEERING 145
02-01-2016 I
FRAMING 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: C)
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM a)
CHORD TO SW DBIL TOP PLATE W/I Od @ 3"O.C.
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR (y)
DECK TO SW DBL TOP PLATE W/I Od @ 3"O.C. _j
0 U_
4. PORCH BEAM FRAMING NOTES 0 E
C14
LO
A. BEAM POCKET PORCH BEAMS AT TOP PILT ELEV. C\I M
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00
WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PILT
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0)
BEAM TO STUDS W1 MS24, HTS20,OR MSTA24. C:
C14 E
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. 04 (D
PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. 04
ce) LL.
C. POST DOWN PORCH BEAMS ABOVE TOP PILT ELEV. 04
ILL
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR C:)
PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS122,OR w L0
_j
MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. _j
>
D. BEAM ATTACHED TO EXISTING FRAMING z
ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ 0 CD
SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U)
�e (n -6
C)
5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER <
TYPICAL WALL SECTION SHEET. -2
C4 M
6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED 0
AT THIS SECTION ONLY IT a) _0
w
7. PLANK ORIENTED HEADER FRAMING > 0
A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U)
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON I--
DETAIL SHEET. w
B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH :D
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 0
C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY.
STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT
OF PLANE WIND LOAD. <
0-
8. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP&BOTTOM Z
SILLIDOOR TOP SILL FULL LENGTH OF SWB REQUIRED 0
9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5
Z)
10. OMIT DOUBLE TOP PLATE,TRUSSES TO BEAR DIRECTLY ON LVL. U)
LO
11. ALIGN STUD GROUP BELOW EACH MULTI-PLY TRUSS, NUMBER OF IT X 0 z 2 C)
STUDS TO MATCH NUMBER OF TRUSS PLIES < - 0
(3 z 0�
:3 Ul G W L, 4 Z
0 - W �eI- o wo
swi z 0 Ej 0 _j -
U-) in 0 Z [) En 0 w 0 91
I MSTA24 (1 MSTA24 ) J
>- , a zwj � E -jzzp
< I- ww - am < 0� < DwL
CS18 I C 18 b I- 0� E > I_ 0 1) 2
z W W 0 w w L In ul -
0 EL Ll 0 w w _j - a
........... 0� I- a I- Z
.......... U) 0 0
IL Z F w _j
ff EL >- w L, a z Ll
.......... FB z
w I- - w I
LLJ < [L < 0 LO T W L9 0 En EJ
I I Ld z
2)2x8-1/2 (2)2x6-112 M j m 0� F i.- W z < LL
w LLI
Z < 11�
0
< 0 z
z
NOTE I LL IL
NOTE 1 4
0 w w 0- 1 LU
It w
m W Ll Z 0
..... Uj z
L5 < < 0 w W 0 U) 0 < 2 w
m
0 z
z
W 0� _ Ow
Cy') LL
W Z X < W
LLI w z
WSP HDR-O/ - ww
— I- Z En
Z Z w W (L m Z z J z
U) Z 0 — w
0 Z w Z Z I
Z z
w m z z
In W < af Lj
Z
swi 19 13 -
w1j — W L9 I- W
IJ < LL
0 4 z z
04 Z m Z z III
Uj
L.0 Z Li < 0
L3 a I Ld 0 Z <
0 w z _j 1- . 1 0 -A
Ll F- N (L La < 0111 z L) L3
...............
..............
�0
LL
SHEET NO.:
z
(2)2x6-1 IT
WSP HDR-O/:2::]
-4
ST
F_
STRUCTURAL
............ FRAMING PLAN
JOB NO.:
WSP HDR-0/2
RS0255
C14
SUBDIVISION:
W
o Atlantic Beach
............................................
ILL
WSP HDR-0/2 Country Club
LOT NO.:
z 125
LU
S U
0
z
(D FLOOR PLAN:
of
-1/2
(2)2X4
(2)2x6-1/2 0 Santa Rosa-A
_J
NOTE 1
I N
0...........
Z DESIGNED:
MJP/JML
NOTE 9
Uj
REVIEWED:
x
LIJ DBM
< REVISIONS DATE
A GARAGE FLIP&
LIA RAFTEE FRAMING 03-03-16
z
0 A
LLI
z
U)
:D
0
F-
PEX
C)
LL
C/) VfiTURAL
N
> Pt
-�o
2 STUD 0
QTA 0
M A JIM =ut
rXJ6%
SECOND LEVEL STRJCTU L FRAMING PLAN 1 /4
RLE COPY Q
PkE No,11157
QT ENGINEERING �i�-V?'12' 016
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MAUNFACTUIRED SHEAR PANEL
9 INSTALLAS SHOWN ON I OUT ABOVE SW SPECIFIED ON
FRAMING PLAN
e SHEAR PANELTOSWDBLTOP PLTW/10d @ 3"O.C.
e FLOOR DECKTO SHEAR PANELW/10d @ 3"O.C.
C)
2. TYPICAL BEARING BLOCK N
• BEARING BLOCK TO BE NO.2 SYR MIN 48"LONG AND TO MATCH N
DIMENSION OF TRUSS MEMBER. C0
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _j
BOTTOM CHORD W1(3)ROWS 10d @ 4"O.0 STAGGERED. 0 LL
C%j E
3. LEDGER FRAMING NOTES: LO
* FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT T_�
04
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 0 U)
24"O.C.SPACING) 4
e ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0
LOCATIONS ON PLAN
0 SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER IT
E
PROTECTION AGAINST CORROSION 04 a)
9 IN ACCORDANCE W1 FRC 502.2.1, EXTERIOR DECK (N
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH co U_
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT _j C\f
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. UL C)
Lij
ROOF FRAMING LEDGER: _j
a)
2x6....................(4)12d COMMON >
2x8....................(6)12d COMMON z U)
2x1 0..................(8)12d COMMON 0
2xl 2..................(10)12d COMMON U)
�e Cn
FLOOR FRAMING LEDGER(W/NAILS): 0
<
PT 2x6.. .......(3)16d COMMON
PT 2x8................(5)16d COMMON M
PT 2x10..............(7)16d COMMON 7—
PT 2xl 2..............(9)16d COMMON Iq a) _0
LU
FLOOR FRAMING LEDGER(W/SCREWSY Ir— > 0
PT 2x6................(3) Y4"x 4-Y2"LONG#14 WOOD SCREWS U) 14,
PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS I-- T_
PT 2xl 0..............(7) Y4"X 4-Y2"LONG#14 WOOD SCREWS It
PT 2x12..............(9) Y4"X 4-Y2"LONG#14 WOOD SCREWS 0
0
4. OVERFRAMING NOTES �e
. ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. [If
* ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. <
............. ............ .......... ............ ........... ..........
46'2"
* FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d
z
...... ........ .............. ............. COMMONS MIN.
...... 21'e 0
EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIF
CONNECTOR.
& 2x6 NO.2 SYP RAFTERS @ MAX 24"O.C. NOTE 6,TYP.ALL LOCATIONS;SCAB FULL ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
* 2x6 No.2 SYP CEILING JOIST @ 24"O.C. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO U)
* ATTACH RAFERS TO HIP TRUSS W/(6) LENGTH OF TOP CHORD IF ADEQUATE LO
RAFTERWHERE APPLICABLEW/(5) 10d COMMONS MIN. 14, x 0 z 7
10d TOE-NAILS B'A'CK"S ...... W W it < C3
IL L3 0
z E 1z U,
RAFTER SPAN SCHEDULE < -I Ul 0 W L < Z
W se I.- n wo
z — 0 j —
LL IOU
0. LUMBER SIZE Z 0 M W 0 0 O�
00,
SPACING
z w j J z z 0
0 M O� W LL
2x1 2
2x8 2x1 0
2x6 b I- wa > D 2
Ld W w III En M —
(REV 03-03-16) 21
L
w W 0 w
�12 z 0 0. w
HTS'20
14'-5" 18'-3" 21'-8" 25'-6"
F- W Z
0
C2
U) IL Z P Ld
_j M
z (L >. Li W En Ln w w
16" 22'-1 0 z L3
12'-6" 16-10" 18
IL < L9 ED I w w U3 0 En L3 w
< 0 w w
Ui z
M M Z W L
10'-2" 12'-11 Z
24" 164" 18'-0'
(REV 03-03-16)
0
[L 0 Z LL IL 0 2
O.0 20 L.L./l 5 D�L.#2 SYP
x6 NO.2 SYP RAFTERS @ MAX 24 U) < z
2 Z w L X
0 w W
w IL T
2x6 No.2 SYP CEILING JOIST @ 24"O.C. 0 w
W Z
00 w L3 Z
W W to 0 < 2 W
19
J03 ........ ........ :JO3 ATTACH RAFERS TO HIP/TRUSS W1(6)
Z
............. CEILING JOIST SPAN SCHEDULE 0� Z 7 X 0
1 Od TOE-NAI LS Z C3
w w
t 0 W
LIJ < a LL
z
W Z
5' O.C. w
W W
LUMBER SIZE LIJ W w < X W L3 :3 Cn
z Z En
SPACING
Z z w III EL m z z
..........
.......... ...........
a. U 0 LO W
z < 0 —
J03
2x6 2x8 2x1 0 5 z Z I
2x4
L9 Z >- LL Ul w
Z z 0 m z
26'-0"
HTU226 T10 12" 111-101, 18'-8 24'-7' w Ld J W :3 w < w
W 0 L9 W L9 I.- L3
.......... ....... W
LL
10,
25'-7" <
2: 4 z Z 7
..........
z w
16'-11 21'-7'
16'
D I-_ w r) Z
Z WO
z L3 Ll a� 0 3:
9'-3" IT-1 1
24 _j
IT-7" 20'-11 fy
z 3:Eq a. Cn om 13 Lj
o L3
10 L.L.15 D.L.#2 SYP
J03
U_
J03 SHEET NO.:
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z
CE WITH FRC R302.12. 0 ST-4A
9 2x6 NO.2 SYP RAFTERS @ BUILDER IN ACCORDAN
MAX 24"O.C.
6. RAFTER OVERHANG
J03 <
2x6 No.2 SYP CEILING JOIST
2x8x6'LONG NO.2 SYP SCABBED RAFTER TAILS
J03 2 ROOF FRAMING
O.C.
@ 24
............
6/
...................... RAFTER TAILS TO TRUSS TOP CHORD W/(2)ROWS 0
PLAN
ATTACH RAFERS TO HIP O.C.,STAGGERED
10d @ 6'
TRUSS W/(6)1 Od
...........
JOB NO.:
0
TOE-NAILS 7. (2)2x8 SYP BLOCKING BETWEEN TRUSS TOP CHORDS
BELOW WALL ABOVE
RS0255
-NAILS EACH END
ATTACH BLOCKING TO TRUSSES W/(4) 1 Od TOE <
J03
0
— SUBDIVISION:
J03
..........
Atlantic Beach
2x6 NO.2 SYP RAFTERS
O.C.
@ MAX 24
U_
2x6 NO.2 SYP RAFTERS Country Club
2x6 No.2 SYP CEILING
@ MAX 24"O.C.
JOIST @ 24"O.C.
2x6 No.2 SYP CEILING
LOT NO.:
ATTACH RAFERS TO HIP
JOIST 24"OoC.
20 125
HTS TRUSS W/(6)1 Od
z
TOE-NAILS
ATTACH RAFERS TO
u
m
HIP TRUSS W/(6)10d .. .. ...... >
(D FLOOR PLAN:
........ ......
TOE-NAILS c0 co 00
r1j, cv� Imo
0
C)
0 Santa Rosa-A
..... ........ ........... .............
............ NOTE 6,TYP.ALL LOCATIONS;SCAB FULL z DESIGNED:
LENGTH OF TOP CHORD IF ADEQUATE MJP/JML
C)
BACKSPAN IS NOT AVAILABLE LLI
REVIEWED:
X
LU DBIVI
(REV 03-03-16) CL
(REV 03-03-16) < REVISIONS DATE
2 1'7!'F, ............ GARAGE FLIP&
................. ............. ............ ........ ... 03-03-16
FRAMING
17'1`8 ........... ........... .......... ..... .......... ..................... ................... ..........
RAFTER
.......... 462`
LU
z
i>>
0
TRUSS ENGINEERING NOTES: LIJ
z
• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL U)
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING 0
F:
TO THE TYPICAL WALL SECTION SHEET. PF-: PEX
• ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING
FL
U) fhyp.TURAL
pew
0
Cr
py
91LE CO
0 A 1 /4 X
SECOND LEVEL ROOF Frxf-MING PLAN
e URrra 41,E�
11;eJ.1_ 0�cu 7
QT ENGINEERING §1 K2016
2x NO.2 SYP BLOCKING TO FIT
TRUSS OR RAFTER TO RECOMMENDED QUICK TIE PLACEMENT PROCEDURE
TOP PLATE W/H4A, TIGHT BETWEEN TRUSSES, (3)10d QT CONTINUOUS FROM 2ND (2)MS241MSTA24 OR
P PLT DER
COMMON TOE-NAILS @ EACH END 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBIL TO 0 S AB QTA TO HEA
TLOK06, OR H8 UNO ON BELOW
ROOF FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS
BLOCKING, 3/4"BETWEEN TOP OF
U WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN.
FASTENERS
TRUSS OR RAFTER TO TOP PLATE W/HA4, LU
3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT
2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS.
Uj
TLOK06, OR H8, LINO ON ROOF FRAMING PLAN co
Uj
co MINIMAL UPLIFT WALLS . .......... 0
EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2x NO.2 SYP OVERHANG C114
SPANS OF 20 FEET OR LESS. QTA @ MAX 48"O.C. RAFTER PER ROOF PLAN, 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN.
FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0 SCABBED TO TRUSS TOP 2x NO.2 SYP OVERHANG
ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 1 Od @ X') RAFTER PER ROOF PLAN, 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED AL TYPICAL
,IIII TYPIC LL
ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C., STAGGERED, UNO SCABBED TO TRUSS TOP
HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ I I ISPACING UNO SPACING UNO SPACING UNOI I III]I
CHORD w/(2)ROWS I Od @ Lq
PLAN , SEE TABLE 6:QUICK TIE CONNECTORS ON 04
SHEET ST-1 FOR TYPICAL INSTALLATION EMBEDMENT 00
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON 6"O.C.,STAGGERED, UNO 18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11 IF @MAX IT
TRUSS OR RAFTER TO TOP TYPICAL QTA
STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR---- 48"O.C., MIN(1)PER C)
PLATE W1 HA4,TLOK06, OR H8, 0)
WALL STUD SPACING. ROOF BEARING ONLY. SHEARWALL I
UNO ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS (QTA REQUIRED FOR 'T
CN E
Sw III ROOF LOAD BEARING CNI Q)
WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 111,11111 11sw 1 11 - WALLS ONLY) 04
STANDARD HEEL CONDITION RAISED HEEL CONDITION 1 GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES co LL_
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: _j C4
SPECIFIED SHEARWALLS, SHEET ST-1 . U_ 0
Ld LO
2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY
STUD SPACING PER
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 W
TRUSS W1 10d COMMON @ 6"O.C., UNO. AT APPROXIMATE MIDSPAN WITH A Y2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT
SPACING. ROOF AND -CABLE CONTINUOUS
FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE DBL TOP PLT TO <
ON PLAN 29 SLAB
I 1 7 7 7 77//6�///// 7 7 7 7 77= C4
SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER 0
>< 1q,
TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 .
Lli
TYPICAL: BOTTOM PLATE
TO RIBBON BOARD W/1 Od FLOOR TRUSS 2ND FLOOR 0
... END
COMMON @ 6"O.C.
BY OTHERS U) 14
FLOOR STUDS TO 1ST m
GABLE
TRUSS BY OTHERS HEADER TO TOP PLATE FLOOR HEADER W1 I'-
CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18
RIBBON BOARD FRAMING NOTE 3 ON ST-1. WITH(9)10d EACH
2x4 NO.2 SYP DIAGONAL BRACE @ 48" 0
END OR QTA
O.C. DIAGONAL BRACE TO FLOOR NOTE 3 C)
WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10 NOTE 1 &2 TYPICAL
d
COMMON TOE-NAILS AT EACH ENE). -111SPACNGUNO TYPICAL QTA @ MAX <
FASTEN GABLE TRUSS TO DBL TOP 48"O.C., MIN(1)PER
z
PLATE W/8d COMMON @ 6"O.C., LINO SHEARWALL
0
(QTA REQUIRED FOR
ROOFLOAD
Sw
WALL SECTION AT FLOOR
BEARINGWALLS
PERPENDICULAR FLOOR TRUSS CONDITION ALT. WALL SECTION AT FLOOR ONLY) U)
PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT U')
(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER 'IT X 0 z 20
(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) ADDITIONAL STUDS "- ww
IT IL L]
THAN OPENING REQ. IF QTO,SEE ,.L 4 :3 U3 0 Lzu IEL <1 'z'
WIDTH, PRESERVE TABLE 6:QUICK TIE 1q, LL 0 1 Uw v 1- 0 0 w
z 0 j
TYPICAL JPLIFT QT SPACING AND DO 14.0 in 0 13 F- z 0 Lo 9 w L] czn
CABLE BOTTOM PLATE ANCHORS,SHEET I- � >. ,
STA 0 z -j 'm :z
NOT INSTALL QT , � wo
EACH SIDE OF ANCHORS @ 24" 0 xw W> 0- 20WWIEE . � o
O.C. MAX z w 0
GABLE END TRUSS OPENING(U.N.O.ON 0 0- w W Ld _j 0 a
0 M EILI 1z- aLw >- mwzI_ 0
PLAN) W 0 1.- _j 0 z U
U) ZfLF41 >0mw1wwwwmI.- � ww
TYPICAL BOTTOM PLATE ANCHOR @ MAX L
48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. w 0 w 1- 7 1 wo 0 z U
Z < I �0- m
�� JEO� FPMZW4L
0 0 z LL IL 0 2 '0 0
TABLE 8:,SHEET ST-1. (8"EMBED INTO W < z I- z W LL
..... ........ . .........
WX _j a
STUD SPACING PER x
STEMWALL,6"EMBED INTO CONCRETE LU IL I
EXCEPT AT HOLD-DOWNS, SEE TABLE 7: TABLE 3:MAXIMUM CORNER INSTALLATION lw� a� ,w lzollz
Cal w 2w
0 < Lw w w
Z
EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90*&45'CORNERS) z Z XI.- 2
z 4 w m L E
SPACING.ROOF AND LIJ E W
w w � < I LL
U3 z
Uj ww x �Z< 0�w 2 1.- In z w w
FLOOR BEARING. 2x WOOD STUD WALL 1. (1)QUICK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W/ TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR
z z
w - w *
(2)2x TOP PLATE
�7 OVERLAPPING PLATES. SHEARWAILL OVER HEADER SHEARWAILL Z 0 L U 0 0
0
2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP zTw12EzzI._ 2
QUICK TIE TO FOUNDATION
z m I z
<4 < 4 PLATE OVERLAPS THE LOWER TOP PLATE. Rill m Lij Ld
Z62 (n - wD to - ql - d
3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE TYPICAL UPLIFT ANCHOR INSTALLATION FOR w L9 �- 2 O� W L3
< ! � z >- zIwvzIj FL
I < LI 13�
z w F-
EACH SIDE OF CORNER 0 I'_ T Z P w
4 LJ IL L1 1 0 1 w 0 Z
0 w z
SECOND FLOOR WALLS AND SHEARWALLS
SA- _j
77 L/ L\L�_ N 0 Ll N 0- tO < 0 M F- z- Ll LI
\�1� _\ L �, < ADDITIONAL
NOTES ANCHORSPER -1
1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING LL SHEET NO.:
ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). NOTE 4 ON ST-1. z
2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION 0 ST-5
IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2"DIA.x6"LONG TITEN HD I F_
INSTALLATION AT GABLE WALL <
SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS w TYPICAL WALL
MUST BE USED IN STEMWALL FOUNDATIONS. 0
3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 -1/4"OTHERWISE. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 7/8"DIA HOLE DIA HOLE 7/8"DIA HOLE 1 DIA HOLE PDXY OVERSPILL CL SECTION
FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE E irf JOB NO.:
CENTERED HEX NUT CENTERED HEX NUT CENTERED Y2"HEX NUT CENTERED 5/V HEX NUT QUICK TIE 0
QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE _2"x 2"xY8"STEEL WASHER IN TOP PLATE -2 Y4"x 2 Y4"x Y8"STEEL IN TOP PLATE 3"x 3/16"STEEL IN TOP PLATE 16 P.T.2x BOTTOM PLATE RS0255
WALL SECTION AT FOUNDATION I WASHER WASHER WASHER <
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE MIN EDGE DISTANCE 0 SUBDIVISION:
CK
INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL o Atlantic Beach
1%"DIA 13/4"DIA___, EXTERIOR EDGE--//-PLAN VIEW LI i
TYPICALWALL SECTIONS (5) 1 Od TO PLAN VIEW HEX NUT PLAN VIEW WASHER PLAN VIEW WASHER PLAN VIEW 'IF" HEX NUT w/13/4"DIA OF CONCRETE < Country Club
TOP PLATE HEX NUT HEX NUT w/13/8"DIA LOT NO.:
7/8"DIA HOLE 7/8"DIA HOLE 7/8"HOLE WASHER 1 DIA HOLE SHER QUICK TIE C)
I
CENTERED 2"x 2"x Y8"STEEL WASHER CENTERED 2 Y,4"x 2 Y,"x Y,"STEEL CENTERED EPDXY OVERSPILL z 125
4 8 3"X 3"X'/16"STEEL CENTERED x 3"X 3/16"STEEL
LS 18 STRAP IN TOP PLATE IN TOP PLATE--\ WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER 11'DIA HOLE IN P.T.2x BOTTOM PLATE
(2)2x TOP PLATE (2)2x TOP PLATE 2 (D FLOOR PLAN:
FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE I /f-(2)2x TOP PLATE BOTTOM P E_\
11 1 1 LAT an a osa-
GIRDER)W/10d COMMON @ 6"O.C., UNO. (5)1 Od TO _j
WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL STUD 0
PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR 3,,QUICKTIE EMBEDMENT Z DESIGNED:
8
WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF STEEL SWEDGE T_ MJP/JML
%"QUICK TIE __Y8"QUICK TIE 3/8"QUICK 3X6"QUICK TIE Y2"QUICK TIE Y4"QUICK TIE QUICK TIE I/je,"QUICK TIE 0
SHEATHING FOR INTERIOR WALLS. STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO LIj
ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE REVIEWED:
x
GIRDER 4 FOUNDATION ILLI DBM
TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION MIN 2500 psi ELEVATION < REVISIONS DATE
TO BEAM/GIRDER BELOW WITH MS36(OR CS1 8) 1 1 1 -
W1(1 8)1 Od COMMON @ 32"0.C. I , I QTA(1/8")-TOP PLATE CONNECTION 2 QTB(3116")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5/16")-TOP PLATE CONNECTION 5 QTA(1/8")-BOTTOM PLATE CONNECTION
KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO
BEAM/GIRDER BELOWWITH MS36(OR CS18)WITH 120
(18)10d COMMON.- STUD TO TOP PLATE CONNECTION EPDXY OVERSPILL TIE /--EPDXY OVERSPILL 5/16"QUICK TIE EPDXY OVERSPILL 0
3'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 Y4"QUICK I /-P.T.2x BOTTOM PLATE I SIDE VIEW FRONT VIEW FRONT VIEW z
BELOW WITH(2)MS36(OR CS1 8)WITH(18)1 Od COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE MIN EDGE DISTANCE MIN EDGE DISTANCE 3:
EACH. WELL AS AN ALTERNATE STUD TO TOP PLATE *74- TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED
NOTES: T co 0
1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN LIJ
WOOD FLOOR 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH416. 2
TRUSSES BY WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE EXTERIOR EDGE PLAN VIEW EXTERIOR EDGE- EXTERIOR EDGE/PLAN VIEW 0. <
PLAN VIEW z
OTHERS 3. EXCEPTION: SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE OF CONCRETE OF CONCRETE OF CONCRETE W
EACH SIDE OF OPENING. AS THE LS18. 3,, Y4"QUICK TIE '/16"QUICK TIE CL :D
QUICK TIE EPDXY OVERSPILL 0
16
SECOND FLOOR TO BEAM OR HEADER CONNECTION EPDXY OVERSPILL EPDXY OVERSPILL 3/4"DIA HOLE IN P.T. 2x BOTTOM PLATE 20*
-1 9/16"DIA HOLE IN \\,/�� -
"DIA HOLE IN BOTTOM PLATE PEX
2 P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE 1-1/2"
BOTTOM PLA E BOTTOM PLATE--\ 3 Q I
TYPICAL WALL SECTION NOTES: I-HOUIR FIRE RATED ASSEMBLIES: I OR OR
1. ALLTOPPLATESARETOBEBUILTWITH(2)2x NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED 9 FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER GREATERi GREATERi
QUICK TIE 1/4' 1/4"
U)
(UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. QUICK TIE EMBEDMENT /2"QUICK TIE EMBEDMENT STEEL SWEDGE -EMBEDMENT
2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. e FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 Y2"NAIL STEEL SWEDGE STEEL SWEDGE ST UCTURAL
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24"O.C. < EERING
�io
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS * USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE (D
CONCRETE
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK MATERIALS PER SPECIFIED INSTALLATION DETAIL 0
J,j TLOK06 TLO
CONCRETE CONCRETE FOUNDATION
0 WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE FOUNDATION FOUNDATION MIN 2500 psi
PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L).
MIN 2500 psi MIN 2500 psi
5/"TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL ELEVATION ELEVATION
8
FOR"TYPICAL WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR TLOK06 TRUSS TO DOUBLE AN
ELEVATION
PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OF
7
2
W
/8
2
V
EEL
'7
11_111�_1-5 x
,/-2": 31
I
3TE
FIE
JrAl
E F+IE
TI Q
'EDGE CAI EDGE CABI EDGE C
Fol FOUI Fol
FILE Copl§:
SPECIFIED WALL PRIOR TO FIRE PROTECTION. 6 QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(114")-BOTTOM PLATE CONNECTION OTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION
Dere�-F;_,M ra, E.
QUICK TIE CONNECTION DETAILS
QT ENGINEERING
(1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
2x NO 2 SYP NAILER FASTENED 7 Y4"MAX 16"MAX KING AND JACK STUDS APPROXIMATE 45'ANGLE TO NO LESS THAN(3)TRUSSES.
TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. PER ENGINEERING 11 11 11 11
COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO CONTINUOUS LATERAL RESTRAINT
(CLR). QUANTITY AND LOCATION
ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS GARAGE DOOR BUCK/JAMB NAILED DEFINED BY TRUSS SHOP DRAWING.
OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)1 Od W/1 Od COMMON @ 3"O.C. TO STUDS W/(2) 16d COMMON OR
12d CC NAILS @ 16"O.C. Cn
COMMON TOE-NAILS.
TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD WEATHER STRIPPINGISTOP
C14
'/16"OSB SHEATHING FASTENED GARAGE DOOR
TO NAILER W1 8d COMMON @ 3" APPLIED TO EITHER�-- IF LATERAL RESTRAINT MUST BE
FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH O.C.AND TO DOUBLE TOP PLATE ------- ------ SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0
OTH E R WITH(2)ROWS OF(4)1 Od OTHER WITH(2)ROWS OF(4)1 Od A 0
COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. --------------- DO SO WITH OVERLAPPING BRACES Cq
LIKE THIS(TYP EV RYWHERE U-)
FASTEN TOP PLATE TO EACH
F=
OTHER WITH(2)ROWS OF(4)1 Od I *�� q N I CU
2x6 SYP GOAL POST ATTACHED 00
'/16"OSB ATTACHED TO STUDS '/16"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD NOTE: 4 U)
WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" /x TO STUDS W1(2)ROWS OF 3-y2" 0
O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. '/16"OSB ATTACHED TO STUDS GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR 0') CY)
WITH MINIMUM 8d COMMON @ 3" GOAL POST ATTACHMENT,THE GARAGE
DOOR SUPPLIER MAY SPECIFY A FASTENING
OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 TRUSSES NEEDING BRACING C14 E
GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK CN a)
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, 04
INTERIOR SHEARWALL DETAIL SPECIFICATIONS THROUGH THE GOAL POST.
1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS
BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. LATERAL BRACING - MULTIPLE TRUSSES LL cli
2� THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2X4 NO.3 SPF OR BETTER(UNO). Ld U')
C'
THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED GARAGE DOOR JAMB DETAIL 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY
ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
1 BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS >
z
NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. U)
4. ALL FASTENERS SHOWN ARE .131"x 3"LONG(UNO). 0
U)
5. DESIGNED PER BCSI-B3,2007.
<
0
TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING _J6"MAX a6"MAX a6"MAX CONTINUOUS LATERAL RESTRAINT EB LU
BETWEEN TRUSS TOP CHORDS W/ BRACE SUBSTITUTE 0
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WEB MEMBE ALTERNATE BRACING
SIZE
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2x4 NO.2 SYP BLOCKING BETWEEN
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BLOCK TO ROOF DECK WITH 8d 2x6 2 ROWS 2x6 (2)2x4*
FASTEN 2x6 NO-2 SYP COMMON @ 3"O.C. kta 2x8 I ROW 2x6 (1)2x8 <
DIAGONAL BRACE TO L-BRACE FASTENED TO 2x8 2ROWS 2x6 (2)2x6* z
4
BLOCKING w/(6) GABLE TRUSS 36"LONG SPF SCAB W/(20)10d TO
1 Od COMMONS WEB W/10d AT 6"O.C. 0
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DOWNS ARE SPECIFIED ON PLAN. SINGLE TRUSS BRACING
2x6 NO.2 SYP DIAGONAL BRACE,
SEE PLAN 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL
2x SPF CORNER STUDS
RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUTAN ALTERNATIVE LID
o UP TO 8FT SINGLE 2x6 ONLY >_ Q� i
UP TO 20 FT,2x6 W/2x6 T-BRACE WALL SHEATHING PER PLAN SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. It X 0 z 20
r1_ W W . 0
WEB W/1 Od AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR 0- CJ z 0� m 11
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Ir z 0 W U m
TRUSS ENGINEERING 6"MAX J611 Mm �J6"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. (L a z w j J Z z 0
FASTEN 2X6 NO.2 SYP"T-BRACE" W W - 0 M ff < n W L
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2x4x8'-O"NO.2 SYP LATERAL w 0 W 3: T w Z
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F- 0 z L 0 7
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0 W w
0� Ld Ll Z a w z to 0 2 W
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zz xI,_ g0E- 0 - x oz
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z Wzw
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z w Izz :3i. Z
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W :3 Ul W rj
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W L9 W to I-
A) TOE-NAIL TRUSS BOTTOM CHORD TO TOP FASTEN ST <
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PLATEw/10d COMMONS @ 8"O.C. RNER STUD GROUP Ej < - L310 :: Woz <
ct 0 w 0� - < -1 T z 0 _j
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2x6 FRAMED EXTERIOR CO
w/(8)10d COMMONS @ 48"O.C. NAILS AT BOTTOM 24" HTT5 Li-
OF STUD FOR HTT5 FASTEN SHEATHING TO FRAMING IXO z SHEET NO.:
INSTALLATION MEMBERS W/8d COMMON @ 3"O.C. 0 ST-6
AS SHOWN
< STRUCTURAL
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C T 'L (W' 0 DETAILS
0 C (TYPICAL FOR EACH GARAGE RETURN, NOT TO SCALE) JAC K AN D KI NG STU DS. SHEATH FRONT FACE 13-
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2 OUTLOOKERS, BLOCKI�G 8,CLIPS MAY BE OMITTED FROM 3"ON EDGE, 12"IN FIELD. 0 JOB NO.:
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LU CORNER STUDS. <
> . . . . . . . -————— SUBDIVISION:
0
0
III OPTIONAL QTB IN LIEU OF ABU OR o Atlantic Beach
1: HEADER TO BE CONTINUO S TO EACHJACKSTUD
04 TO
U) DTT2Z,CONTRACTOR TO VERIFY MIN LL
LU KING STUD W/NO FLITCH PLATIF HEADER WITH MSTA24. (2)VERTICAL#4 OR#5 REINFORCING Country Club
Uj 2 <
I.- _j _j --I J-2 BARS EXTEND FROM FOOTING UP
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LU
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0 HOLD DOWN OPTION IN LIEU OF ABU66:
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o NOTCH STUDS 18"MAX FROM BOTTOM _j
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_j 0 PLATE(MAX(1)KING STUD SPECIFIED ON 0
LU _j SIMPSON ABU66 POST z DESIGNED:
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T— DOWNS: LIJ
2X6 BLOCKING AT PANEL SPLICE DTT2Z W/12"LONG x Y2"0 DRILL AND REVIEWED:
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TO DBL TOP PLT W/1 Od @ 3"O.C.
U) GROUPS W/(2)ROWS 1 Od COMMON ONLY IF SPECIFIED ON
2x4 SPF(MIN)
w @ 8"O.C., STAGGERED ARCHITECTURAL DRAWINGS.
TRUSSES PERPENDICULAR TO WALL: BLOCKING
2x4 SPF(MIN)BLOCKING BETWEEN EACH
BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO SIMPSON HTT5 HOLDDOWN W/12"
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WOOD STRUCTURAL (1)MSTA24 I`___ PEX
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QT ENGINEERING 41H 'ro 9A
4"CONCRETE SLAB W/ 4"CONCRETE SLAB W1
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FIBERMESH OR FIBER MESH 8"CMU CHAIR BLOCK NI
A 1 (1)#5 CONT. 1" DIA. x 8" LONG THREADED TOP OF WALL
— — — — — — — — - TOP OF SLAB j, I —
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V 28"MAX ROD SHEAR DOWEL
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(GALVANIZED) IN ACRYLIC
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FOOTING TO BEAR ON ��CPT. EXTENSION IN BRICK
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4 co
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x
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12"UNDER 1 STORY WALL 9 IT 0
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FOOTING TO BEAR ON FIRM (2 4 U_
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UNDISTURBED SOIL SEE PLAN FOR SIZE STUDS W/(2)A35,TYP
OR EQUAL (GALVANIZED)
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N H F NG E N EACH SIDE OF HEADER C4
OT' S CT'O 4"OPT BRICK LEDGE LL
TUTO F G S PE D N VERTICAL REINFORCEMENT
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A V-0"VERTICALLY PER 3' mo
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CAST-IN-PLACE FOOTING SPECS 3,, 0 GALVAN IZE D TH RU BOLT W/ N UT AN D
CONTRACTOR HAS TWO CHOICES: 4 :3
1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 1-STORY: 8"x 16"W/(2)#4 OR(2#5 CONT : x z
2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 3" SQUARE THICK WASHER AT EACH PLANK HEADER FRAMING ELEVATION 0
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2. USE STEMWALL FOOTING END & MAX 24" O.C. ALONG VERTICAL LEG. Cn 7(5
COUNTERSINK AS NEEDED W
CMU STEMWALL SECTION <
2 "1
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 171 A cli CU
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w
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY > 0
(2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x WIA WWF ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. U)
OR FIBERMESH
------------------- 0
cli
VAPOR BARRIER z
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0. U 0 Z O�
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W/MIN(6)10d La 0 W LL < Z
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z Lj 0 _j -
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I w z
w
0'-0"A.F Z 4 T U3 -1 E I z W
6x6 W1.4 x WIA WWF OR F. 4x8 CEDAR 0 Li 0 w
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DWGS. PT SYP BEAM PLATE HGT.
Q LU w EL :1 LL
L3 Ll 0 W
U z
w 0 z U w
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8"MIN DOUBLE TOP - Z ^1` < pww.!� mE
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W L
w U < I I I-
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STEMWALL BEYOND AND - Z 0 u U U < W 0
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SEE PLAN w L9 w L9 it L3
x EDAR OR < < Z >_ z I < 0 <
FAS EN STUD GROUPS TOGETHER W1 I_ x Z p I- V D z w w I--
PT SYP BRACKET O.C., STAGGERED ZCj < E LIM01 w r) z <
(2)ROWS 10d @ 8 owz � 7io -i
GARAGE ENTRY CMU STEMWALL SECTION LL SHEET NO.:
STRUCTURAL HEADER PER PLAN z
9 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK HEADER PER PLAN 0 ST-7
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 BEAM TO STRUCTURAL BRACKET
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS W1 1/8"0 x 12"LONG GALVANIZED NAIL THROUGH 7/16"OSB INTO SPF OR
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. LAG OR(2)GALVANIZED HL33 W/ BETTER FRAMING WITH 8d @ 3"O.C. (TYP STRUCTURAL
6" 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Y2"0 x3"LAG SCREWS TO BEAM& ------ AT HATCHED EDGES) 0
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. O_ DETAILS
4"CONCRETE SLAB NO 4 OR NO 5 @18"O.C. (2)Y2"THRU BOLTS TO BRACKET Of JOB NO.:
W/6x6 W1.4 x W1.4 W/9"BEND @ BOTTOM DBL CROSS PLATE ABOVE AND BELOW 0
WWF OR FIBERMESH VARIES OPENING TO DBL 2x4 BLOCKING W/(2)CS18 < RS0255
8"MIN OR(2)MSTA36(TYP AS SHOWN) SUBDIVISION:
4x6 CEDAR OR PT SYP
28"MAX
BRACKET,SEE"STRUCTURAL QTB EACH SIDE OF OPENING b Atlantic Beach
BRACKET DETAIL",THIS SHEET
X LL
Country Club
/\\x,�-x
/IN\ /x
7 LOT NO,:
VAPOR BARRIE
125
6"OPT. EXTENSION IN BRICK >_
LOCATIONS ON FND PLAN BOTTOM PLATE ANCHORS AT 24"O.C. (UNO) 0 FLOOR PLAN:
0 Santa Rosa-A
PER TYPICAL WALL SECTION i
12"UNDER 1 STORY WALL 0
WITH(2#4 OR(2#5 CONT ADDITIONAL NO.4 OR NO.5 U-13"A.F.F. Z DESIGNED:
BAR IN BRICK LEDGE (BEYOND) U-BLOCK W1 9 QTO AT WALL SEGMENT END STUDS _r
16"UNDER 2 STORY WALL 4"FLOATING CONCRETE U) (1)#5 CONT *AT SECOND LEVEL WALLS, END STUDS TO MJP/JML
WITH (3#4 OR(2#5 CONT SLAB W1 6x6 W1.4xW1.4 I ST LEVEL STUDS W/(2)MSTA36 OR
(2)CS1 8, 1 ST LEVEL STUDS TO SLAB W1 REVIEWED:
WWF OR FIBERMESH GARAGE QTO x
1 1.1 '1111 11
6 DOOR LIJ DBM
�-j QTO MAY BE INSTALLED AROUND CORNER
GARAGE EXT WALL CURB SECTION
U)
LU
FINISH
�<xx
0
#4 OR#5 VERT
REINFORCING @ SWB-SPECIAL SHEARWALL DETAIL
MAX 72"O.C. 0 SHEATH ONLY ONE FACE OF WALL, LINO
4"CONCRETE SLAB W/
0 THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS
6x6 WIA x W1.4 WWF OR L_. 0
LU
FIBERMESH 0'-0"A.F.F. HOUSE SLAB
71 SEE ARCH. <
DWGS. FOOTING TO BEAR ON FIRM z
ADDITIONAL#4 OR#5
L----------- UNDISTURBED SOIL
.4 IN BRICK LEDGE
1 4" VERT REINFORCEMENT TO 0
H V 4"OPT BRICK LEDGE
NOTED ON FND PLAN PEX
0
CAST-IN-PLACE FOOTING SPECS GARAGE SLAB L.L.
VAPOR BARRIER 1-STORY:8"x 16"W1(2)#4 OR(2#5 CONT DRIVEWAY 1_� <
12"UNDER I STORY WALL 2-STORY: 10"x 20"W1(3)#4 OR(2)#5 CONT U)
WITH(2)#4 OR(2#5 CONT j LICTURAL
t?ERING
E A E N
16"UNDER 2 STORY k(YVALL s
L
L� CMU ST MW LL S CT'O
WITH(3#4 OR(2)#5 CONT
PE IA ARE H LDBEEXER SED BY CONTRACTOR WHEN BACK
L S OU M w LL C
ILL STE A , PARTICULARLY WHEN IT IS OVER 4
F ING BEHIND A
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS GARAGE OVERHANG SECTION V`
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. :Ulz
vv'
LR FILE COP
SH_
X
1 MSUP E
R
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY tu
DIMENSIONS PER ARCH PLANS
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
Z,
-p
57
QT ENGINEERING 6,
4 111w -20T6