1823 ATLANTIC BEACH DR - NEW HOME STRU. drawings DocuSign Envelope ID:230EB2B7-95EI-4B92-85A6-6B3E800914E9
DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTE. TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX 2
NOTES 3,4 NOTES 1,4,5,6 ST-1......................STRUCTURAL SPECIFICATIONS Z
ST-2......................FOUNDATION PLAN I
Building Code STUCCO AND DIRECTLY DTT2Z (8)Y4"x 1 Y2"SDS SCREWS IN STUD .2 7F
0 MIN 1%32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(�/16"24/16 (NOTES 2,3) Y2"0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR CS18/CS18 (9)10d COMMON EACH END OF STRAP ST-3......................I ST LEVEL STRUCTURAL FRAMING PLAN 1-F
Florida Building and Residential Codes,5th Edition(2014) z ADHEREDSTONE INSTALLED HORIZONTALLY)W/8d COMMON:6"O.C.AT PANEL EDGES, 12"O.C.IN THE ST-3A....................1 ST LEVEL ROOF FRAMING PLAN
Code for Design Loads uj (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) CIS
ANSIIASCE 7-10 HTT4 (18)0.162"x 2 Y2"IN STUD/BEAMITRUSS,
(NOTES 2,3) V 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)
U) ST-5.......................TYPICAL WALL SECTION SHEET
ROOF LOADINd...............................................Cd=1.25 MIN�/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
ALL OTHER VENEER ST-6......................SECTIONS AND DETAILS
TOP CHORD LIVE LOAD..................................20 PSF (NOTE 8) W/8d COMMON:6"O.C.EDGES AND FIELD(UNBLOCKED HORIZONTAL PANEL EDGES); HTT5 (26)0.162"x 2 Y2"IN STUD/BEAMITRUSS, ST-7......................SECTIONS AND DETAILS(IF APPLICABLE I J
TOP CHORD DEAD LOAD................................7 PSF 6"O.C.AT PANEL EDGES, 12"O.C.IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) (NOTES 2,3) V 0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 (9)10d COMMON EACH END
B0170M CHORD LIVE LOAD LEGEND
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) TILE ROOF MIN 1%2"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8-SDS3 (20)SDS Y4"x 3" SCREWS IN STUD GROUP MS36/MSTA36 (13)10d COMMON EACH END OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL
ATTICS WITHOUT STORAGE.......................10 PSF 0z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND 3/8"DIA.x1 2"EMBED ANCHOR IN CONCRETE
uj - (NOTE 7) ALTERNATIVE FOR THE APPLICATION SHOWN
(NON-CONCURRENT) o 1: 8"O.C. IN THE FIELD UNO UNLESS NOTED OTHERWISt ON PLAN OR DETAIL
BOTTOM CHORD DEAD LOAD........................5PSF U_ MIN�/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION STHD14 (38)16d SINKERS INTO STUDS (11)1 Od x 1 Y2"IN TRUSS/RAFTER EOR ENGINEER OF RECORD
0 SHINGLE AND METAL ROOF (WET EMBED) HTS20/HTS20
0
0 m z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" (11)1 Od x 1 Y2"IN TOP PLATE AND/OR STUD EW EACH WAY
Ix co (NOTE9)
WIND LOADING.................................................Cd=1.60 O.C.IN THE FIELD. LTT20B (10)10d x 1 Y2"IN STUDS (5)8d x 1 Y2"IN TRUSS OSB ORIENTED STRAND BOARD
ASCE 7-10,3S GUST........................................130 MPH FLOOR DECK SHEATHING: 2 HA4/H2.5T WSP WOOD STRUCTURAL PANEL
BASIC WIND SPEED %2"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 (5)8d x 13/2"IN TOP PLATE SYP SOUTHERN YELLOW PINE
EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. SPF SPRUCE-PINE-FUR
BUILDING CATEGORY..................................... PORCH CEILING BOARD SHEATHING: MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12)16d COMMON&%"x 7"DRI LL&EPDXY (5)10d x 13/2"IN TRUSS CONT CONTINUOUS
ENCLOSURE CLASSIFICATION...... COMMON: 3"O.C.AT PANEL EDGES, 12"O.C.IN THE FIELD. HA8/H8 (5)1 Od x 1 Y2"IN PLATE 9 zw
................ ENCLOSED O.C. ON CENTER '2 0,
INTERNAL PRESSURE COEFF........................0.18 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE,UNO. co 1!8 LU
MIN 3/16"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" 2-2
C&C DESIGN PRESSURES..............................(SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS: O.C.AT PANEL EDGES,6"O.C. IN THE FIELD(UNBLOCKED HORIZONTAL PANEL EDGES), ABU66 (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 13/4"BEAM) a
(NOTE 8) (12"EMBED AT GARAGE DOOR RETURNS) TSP (6)10d x 1 Y2"IN PLATE LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE Uj 0,
12"O.C.IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). =j) z
FLOOR LOADING.............. C -1.00 1 PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. ev,w,
................................ d NOTES: HU48,HUC48, (14)16d COMMON IN HEADER QTA QUICKTIE AQUA,SEE TABLE 6: UPLIFT ANCHORS cwo a
TOP CHORD LIVE LOAD..................................40 PSF AN 15/32"CATEGORY(32/16 SPAN RATING),USE 10d RING SHANK NAILS IN LIEU OF 8d RIN111 HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12)10d x 1 Y2"IN STUD Cc, 00 a
TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER TH QT13 QUICKTIE BLUE,SEE TABLE 6: UPLIFT ANCHORS w -1 w
6 aw)
BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x 3"LONG). HU410, HUC410, QTG QUICKTIE GREEN,SEE TABLE 6: UPLIFT ANCHORS COL
2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. (18)16d COMMON IN HEADER .2m
BOTTOM CHORD DEAD LOAD........................5PSF HU210-2, (6)10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE,SEE TABLE 6: UPLIFT ANCHORS 'aZ ca 3:F-
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. (10)10d COMMON IN BEAM DSP 00 00:�wo Uo-
HUC210-2 (8)10d COMMON IN STUD/HEADER z <P Uj
0 w
INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS mw 0 2�m
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF 05 P f- 5
SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS w W4>.�
CURRENT APPROVED APA.MANF.SPECIFICATIONS. (4)SDS Y4"xl Y2" SCREWS IN TRUSS/RAFTER QGT 060 Nino
HGA10KT (18)10d x%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR w
TOP CHORD LIVE LOAD..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP INTERIOR BEARING WALL NTH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM L)F_zw e e Lo
(4)SDS Y4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN
Uj-
TOP CHORD DEAD LOAD................................10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C.(UNO ON FRAMING PLAN OR SW z 02 55 C6 Lo
BOTTOM CHORD LIVE LOAD...........................0 PSF 6. '%2"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL (26)16d SINKER IN WALL FRAMING QGT2 (30)16d x IY2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR SPECIFICATIONS) 'Co-0:ww vu] F
BOTTOM CHORD DEAD LOAD........................5 PSF LGT3 W 0 0� 0'0
BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSI3 OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, (12)SDS Y4"x 2 Y2"IN TRUSS (NOTE TO SLAB AS SPECIFIED ON PLAN < Tj 0 0
MAXIMUM FLOOR TRUSS SPACING..............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER 2) STRUCTURAL WOOD BEAM :w,:U'j�-4!_�i'w
�-1=3 oz.e ww
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. W-JP: 3: 0
0 <
DEFLECTION CRITERIA 7. 1%2"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD CMSTC16 (29)16d SINKERS EACH END OF THE STRAP CS16 (11)1 Od COMMON EACH END OF THE STRAP FOUNDATION KEYNOTE CALLOUT U.
.0 w
juc -z
ROOF TRUSSES..............................................LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,1/3211 APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 'm mocolE F<
0 co�zo.2:.E U01
TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES.
STUD COLUMN KEYNOTE CALLOUT
TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. 9L a-011 0 A if U-1
w U.
40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD NOTES: NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS c W z :: 0
t 10 CO_j CO 0 oz
ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. TO MATCH WALL FRAMING SIZE AND GRADE,UNO.
E 66
OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. > m 0 Uj m 0.-0
2 STUDS U) 0
TL/240 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): LU U) I- z Oz w)
� 0 Z) ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN a 2 S2
TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) CL U) co w
TL MAX 3/4" e QTB=DTT2Z, LTT20B ix Of m Lal
NOTES 1,2,3 go QTG=HTT4 DTT2Z BOTTOM OF STUD COLUMN CONNECTION
WOOD I JOISTS...............................................LL/480 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN I ZZIOP
QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) Q. �5;.9 0z
TL/240 STUCCO FINISH-U360 FLEXIBLE FINISH-U120 4. PR;DUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG.PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED OR QT-REQUIRED FROM TOP PLATE TO SLAB. cc w 3r,@ 0
8 Z00:5 �(a
x a)
TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEIGHT 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL _c
&STUD TYPE ALTERNATES.REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. ;U"zo
WOO --a
NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. w mzo c
2ND LEVEL TOP PLATE TO SLAB. c c
c 0 30:�s ox 6 1 z<
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD 16* 12 - - - 16 16* - - - 6. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST ca .- a in 1 8 t-,5
m w -11
FBC 1605.3.1.1. BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. E C6 24,
>_ HEADER STRAPPING KEYNOTE CALLOUT
>1 8 NO,Uz)0 'wo�m
0-
z 2x4 NO.2 SPF 16 12 - - - 16 16 16* 12 - TABLE 8: SPECIFIED SHEARWALLS r_ a Z�10 00-
m cli
0 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD < a Fw_e:�_w, 6 ow
U_ (2)2x4 NO.2 SPF 16 1 16 16 12 12 16 1 16 16 16 16 NOTES 1,2,3,4 .2 Dwco ew�_
cr 0 V5�z
0 wzz
TABLE 1 : COMPONENT AND 0 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 END STUDS TO TOP 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 0 0 D 0 cm
PLATE CONNECTION a.�s
w CO:2 W.Z
DTT2Z KINGMACK GROUP BOTTOM CONNECTION 0 -lic '0 LU-5 m 0
CLADDING DESIGN PRESSURES 2x6 NO.2 SPF 16 16 16 16 16 11 16 16 16 16 16 1 L.. 0 4�
11 1 1 1 1 1 1 >C3 SWTYPE CONNECTION 1ST LEVEL STUD GROUP:HOLDDOWN REQUIRED AT BASE OF STUD GROUP a- 0 c N-A
2x4 SPF STUD 16* 12 - - - 12 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD
GROUP TO 1ST LEVEL STUDS/HEADER/BEAM.
WINDOWS AND DOORS
2x4 NO.2 SPF 16 12 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 0 (a
16 16* 12 4_ w
Z O� NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KINGMACK GROUP r- E
EFFECTIVE ZONE DESIGNATION < 0 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) 0 0
LL 0 (2)2x4 NO.2 SPF 1 DSP.
WIND AREA IZ-Interior Zone(pso EZ-End Zone(psfi 6 16 16 12 12 16 16 16 16 16 a)
0 _j-
0 LL 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET ST-5.
0-20 ff +24.61 -26.70 +24.61 -32.95 w - (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) HEADER FRAMING KEYNOTE C-ALLOUT
2x6 NO.2 SPF L 6 16 16 16 16 16 16 16 1 16 16
)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING >1 c 4)
21 -50 fe +23.42 -25.51 +23.42 -30.58 CD 4_
2? (D
NOTES: (2)ADDITIONAL WALL STUDS REQ. FOR QTO 0
51 -100 ff +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 END STUD GROUPS NUMBER OF JACK STUDS EACi'l-WE OF OPENING -6
0
PLAN.
101 -200 if +20.91 -23.00 +20.91 -25.56 SW TYPE NUMBER OF STUDS SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP co
2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 4)
UNLESS DESIGNATED AS WSP) x 0
3. (")STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE a 0 0
SW1,SW2,SW3 C
DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ZONE LOCATIOl S. 2 < 0
VINYL SOFFIT MAX PRESSURE(pso +23.5 -30.74 SW# NUMBER OF PLIES IN HEADER a)
IN I I I!-� SW4 3 0 -0
0
GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT 'm
C
NOTES 1,2,3,4 REQUIREMENT. CL
'LS
(2)91/2' L-1,121 0 c
PRESSURE TREATED LUMBER NUMBER OF KING STUDS EACH SIDE OF OPENING %_. E
--_NGTH I I.i I I i OL 0
END STUDS CONNECTION(NOTES 5,6,7) a)
_c cu
8d COMMON 0.131" 2-Y2" NUMBER OF JACK STUDS EACI4,SIDE OF OPENING 1— -0 +_ 0- U
1 ST LEVEL 2ND LEVEL STRAPPING a)
FASTENER TYPE L_
8d RINGSHANK 0.113" 24/ell PRESERVATIVE SWTYPE HOLD DOWN (IF QT-NOT APPLICABLE) -HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL,LVL, PSL,OR SYS42) co
ACZA STANDARD CARBON STEEL 0
1 Od x 1-Y2" 0.148" 1 Swi QTB OR DTT2Z MS36/CS16/MSTA36 DEPTH OF HEADER E c-
Ln
0
10d 0.131 311. STAINLESS CONNECTORS AND SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 �J�ER OF PLIES IN HEADER(13/4"WIDE UNO) w
END ZONE KEY MAP SODIUM BORATE(NOTE 1) IF
10d COMMON 0.148" 311 FASTENERS REQUIRED. SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 U)
END ZONE: END ZONES SHALL BE TAKEN m E
12d COMMON 0.148" 3 CONNECTORS MUST HAVE SW4 HDQ8 (4)MS36/CS16/MSTA36 PRE-ENGINEERED TRUSSES & I-JOISTS c a 0
AS THE 1ST 4.0'PER IRC FIGURE R301.2(7) -4 0
R PT(NOTE 2) Z-MAX,G120 OR TRIPLE ZINC I. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL C)
16d SIN ER 0.148" 3-Y411 ALL OTHE COATED FINISH.
(INCLUDING ACQ& MCQ) BOTTOM PLATE ANCHOR SPACING(NOTE 7) BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP G 4)
16d COMMON 0.162" 3-Y2" ALL FASTENERS MUST BE HOT �0 3
DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD w
NOTES: DIPPED GALVANIZED. SWTYPE MAX ANCHOR SPACING FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY c
BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS 0
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: Swi,Sm 3/8"DIA.@ 24"O.C.OR Y2"DIA.@ 24"O.C.
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON COMPLETE. m 5-
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY SW`3 DIA.@ 16"O.C.OR Y2"DIA.@ 24"O.C. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING,BEARING LOCATION 9? c-
0
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEIS SW4 DIA.@ 12"O.C.OR Y2"DIA.@ 1�� AND NAMING CONVENTION OF THE LAYOUT SH.OWN HERE. Cc: -00 c
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. NOTES: 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUS'�-Td TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT 0 M -
0 E 40- c
THEM UNDER SIGN AND SEAL WITH THE TRUSS S�OP DRAWINGS. >,.2 _+___1
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED 1. THE EXTERIOR WALLS ARE FULLY SHEATHED NTH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE cm
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WITH PRESSURE BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THEPNGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE (D
DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR VIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS a) E <
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST WALL SEGMENT IS IDENTIFIED AS SWI,SW2,SM,SW4,OR SWB ON THE PLAN. X =
SHOP DRAWINGS MAY BE DISREGARDED. 4) �- x a
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. CL a)
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. < C\im c0i
6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLA14S DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN.
4. SN3-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN
TABLE 6: QUICK TIE CONNECTORS 5. 2ND LEVEL SWS-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: CRITERIA,THIS SHEET.
NOTES 1,2,3,4,5 HOLD DOWN WITH FULL-HEIGHT QT TO SLAB.END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB.
HEADER FRAMING
2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITH HOLD
CONCRETE/ MIN.EDGE DISANCE DOWN. w
DESCRIPTION MASONRY TENSION CAPACITY 1. ALL HEADER JACK AND KING STUS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8"O.C.
SYMBOL 6. DESIGNATED SWS WITH A COMMON'CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED,UNO. STAGGERED. It 00
MONOLITHIC SLAB CMU <
EMBEDMENT C)
7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON.SCREW IN 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: z z
OTA(QUICK 7n1EAQU )
ONESTORY ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. U) >- < Lo LO AS
3 D
Y8"WIRE ROPE-�I'ST ELSTUD 2�/411/2�/411 910 LB. /411 2 Y411 A17ACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8,d COMMON @ 3"O.C. 2 0 Cj 04
8
4.0 FT TWO STORY 2"x 2"x Y8"WASHER TOP PLT DATION NOTES IRT C:) 00
A] I.- _j I qt 4
1 ST FLOOR END ZONE EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING MUST BE - 0 0 r--
(TYP) 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). EDGE NAILED TO CONTINUOUS PLY OF PLATE _j 14r W c)
FDESIGNATION QTB(QUICK TIE BLU�) CONCRETE AND FOUN
�,Dj ONE STORY 0 Z U_ Lo 0) X X
-1"WIRE ROPE-2"STEEL STUD 411/411 1,909 LB. 1 3 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING Wt(1)CRIPPLE STUD AT EACH END - _r !`�_ I C)o
16 8 /411 2 Y41' Z It
04 Ir- E
3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL SECTION
TWO STORY 21/4"x 2,114"x Y8"WASHER @ TOP PLT < W 0 0 U) C14
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 HEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING U) Z F-7 04
04 S2
ONE STORY _ x U) Wm :z m-5;
QTG(QUICK TIE GREEN) REENTRANT CORNERS. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR § a- c
>_ w U)
WIRE ROPE-12"STEEL STUD 4" 4gl 2,839 LB. 2 Y4" 2%11 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADkRS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 0 a. S
4 15- 0 LLJ - _j cc�-6
0 < a- z 0 u- 04
TWO STORY 3"x 3"x N16"WASHER TOP PLT AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. W - 0 - � ca
* HTS16Wt(10)10dx1-Y2"@16"O.C. _j m�
0 0 Us w
OTO(QUICK TIE ORA E) SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN 9 MIN 18 GA.COIL STRAP WRAPPED OVER TOP�LT W/MIN(5)10d x 1-Y2"INTO EACH SIDE OF HEADER OR j
ONE STORY 51 REQUESTED BY THE BUILDING OFFICIAL. Z C-) M X _j
16'V\ARE ROPE-§"ST L STUD 611/6f' 4,455 LB. 31' 31' e FASTEN TRUSS DIRECTLY TO HEADER W/MTS jbR HTS W1(14)10d x 1-Y2"(OR EQUAL APPROVED BY EOR). m < w g 5;
6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 4. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TPE NAILS PER SIDE. Q Ca a Uj Z
TWO STORY 3"x 3"x Yj�'WASHER @ TOP PLT W - ZO
Li 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. 1.- 0 W w
FRC 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 x w 0 K 'O U)
w
NOTES: LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE
1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. TABLE 9: PLANK-ORIENTED �EADER REQUIREMENTS d- U- Z :) <
2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. ASSUMPTIONS. < 0 < w U) n
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND
3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO SEALED OVER CLEAN,COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH-U360 FLEXIBLE FINISH-U180 0 <
TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS (NOTES 1,2) MAXIMUM 11' MAXIMUM 11' 0 j]:f
4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONDITION EXISTS. PLATE HEIGHT PLATE HEIGHT -]�:
EXTERIOR 2x4 WALLS: 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR GREATER THAN 48"UP TO 75"(NOTE 3) (2)2x4 (2)2x4 E
-QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK.
0
SPLICES,NO ADDITIONAL STUDS ARE REQUIRED) 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM a
-QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, z GREATER THAN 75"UP TO 111 (2)2x6* (3)2x4 X E
EXTERIOR 2x6 WALLS: CONTACT THE ENGINEER OF RECORD. GREATER THAN 111" 11 SEE,FLOOR PLAN SEE FLOOR PLAN PE :3
-NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. FRAMING NOTES GREATER THAN 48"UP TO 75"(NOTE 3) (3)2x4 (2)2x4 cn
-QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS)
5.REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. 1. POWERS AC100 TEAL,GOLD,OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR 0 GREATER THAN 75"UP TO 111 (2)2x6* (2)2x6*
k
0
THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH,IN A HOLE Yle'GREATER THAN THE DIAMETER OF THE ANCHOR.ADHESIVE MUST FILL a 4 U0
GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN %
THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. *14� E NS
2ND FLOOR 4.0 FT ENDZONE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE %.*
(TYP) 1. PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS, EACH END. �Dju
DESIGNAT ON RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 1 ftj by: c) �q
2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS.
FILE COPY
3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x PLATE IS SUFFICIENT. Ul)
2304.91. 4. FOR PLATE HEIGHTS ABOVE 11',SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. ��DE&ECC8638FQC.: 4-d co
4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5. HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. 10/5Y2015 :X
CL
5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 00 STA E OF
to
6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C.STAGGERED. "o ,
ALMEWED FOR CODE COMPLIANCE 0..;< % ,00�' 1�_-*
7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END �,% 4 0 1
NAILS. �tq**.Kr.
8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. CITY OF ATLANTIC BEACH 10�4 i & e
9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 80 MUM FM AMMOICAL 1. oi-
STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. "n an
VROMMAM ST-1
APEX JOB NO: MA4166
F,D
G
iFF(
IL PEXI
LADDRESS:ATLANTIC BEACH DJR
REVIEWED BY:,41)0 V DAT&.,IIL�- LOT-46
DocuSign Envelope ID:230EB2B7-95El-4B92-85A"B3E800914E9
GENERAL FOUNATION NOTES
THIS FOUNDATION PLAN WAS PREPARED
BY ARTHUR RUTENBURG HOMES.THE
STRUCTURAL FOUNDATION
REQUIREMENTS WERE INCLUDED BY
SHOULD SITE GRADING CONDITIONS ALLOW, APEX TECHNOLOGY AFTER THE
CANTILEVER CMU RETAINING WALL (SECTION DRAWING WAS GENERATED. BY
ACCEPTING THIS DRAWING, MARCUS
10) MAY BE OMITTED AT PERIMETER OF REAR 911
ALLEN HOMES RELEASES APEX C.L?
LANAI/ CABANA AS SHOWN TECHNOLOGY FROM ANY
ID
> 8
! RESPONSIBILITY OF THE LAYOUT OF THE
8,S'20.-� FOUNDATION WITH REGARD TO THE
x 0) E DIMENSIONS AND THE LOCATION OF
.8 g-
ca 0 W
821-Opt MISCELLANEOUS PLUMBING,
�Q 0 ELECTRICAL,AND MECHANICAL WORK
0 0 8-
6--a�', - E
�_51-011 161-011 531-01' V-011 REQUIREMENTS.ANY MODIFICATION BY
APEX TO THE INFORMATION PROVIDED
0 r
y -011
151-011 -2'-0"-, Hof - 21-0f'-- 71-011 .11 BY ARTHUR RUTENBURG HOMES MUST
00 0
W 8 HAVE WRITTEN CONSENT FROM MARCUS
.0- ALLEN HOMES PRIOR TO THE RELEASE
OF CONSTRUCTION DRAWINGS.
note:tub and tub filler requires slab recess. refer
to mfr specifications for clearances and mounting
recommendations EQUIPMENT/SERVICE PAD:ACTUAL PADS
rdwater hosebib mount tub filler on this side D AND/OR WALLS MUST BE VERIFIED WITH
as shown
r TOTAL(4) BUILD SET ARCHITECTURAL PLANS AS Uj -g.,M LWU
co
LAYOUT AND/OR DIMENSIONS ON THESE
-------------- ---- --- ---- ---- STRUCTURAL PLANS ARE SUBJECT TO i.-co 0 1 0
----------------------------- -------- --- z IT
CHANGE.
u0i auj IC-0
b
1171- g 121
SLAB RECESS NOTE I Ir- clo S-2,u1i
�(_l 7 POOL NOTE:ACTUAL POOL AREA
r C)
REQUIRE"D"SLAB RECESS FOR ALL DOORS VARIES PER 8"thk x 24"sq thk W Wf 0
co x
ca 0.
RER.BUILDER MUST VERIFY&cOORDINATE RECESS ()6'free stand ng slab at recessed floor OUTLINE MUST BE VERIFIED NTH BUILD 0 0
_J Lu MANUFACTU
0 REQUIREMENTS VWTH DOOR MFR.&INSTALLER PRIOR TO POURING tub 2 outlet typ. 10 SET ARCHITECTURAL PLANS AS LAYOUT lux,
of :Ly
CONCRETE.WILDER MUST ALSO VERIFY a COORDINATE VIATH
0 F- I ,
0- 0 SELECTED INTERIOR&EXTERIOR FLOOR FINISHES DIRECTLY 4"w wall AND/OR DIMENSIONS ON THESE PLANS 2,Z W,:Zr P
ADJACENT TO ALL DOOR TRACKS AND THRESHOLDS FOR PROPER 3 Cn r CL 9
100
8 0 b
ARE SUBJECT TO CHANGE. 9 00_-,ow ou-
0 ALIGNMENT. z W-':C W WU,
Z ------- Sill CL 10P
CD (D 10 In W W 4e
010" L
L I
D 17'-611 5'- 21-1111 1 T-611- -12'-611
I CN W
0 FOUNDATION KEYNOTES:
W 0 F ZW
L-3 L-a W On
---A&IGN TOP OF SILL place tub so that drain Control is C0
TRACK/RISER FLUSH L -1 TL �X_:0 CW,)vu?
on this side of the tub 101, 8"x8"DEEP THICKENED EDGE (n x W W
WITH FLOOR FINISH. W 0 uJ 0:
W/(l)#4 CONT < 0
zo a F Lou
T_ 1"u,
(D 3:0 0 6-5.W,
0 3
ZO
t5 8"w thic(ened edge fl
9 ,I I I
4- 6 w/(1)A 5 rod cont. 1 3 2 12"DEEP FTG W/#4 @ 12" 0:0,tu L<1
Lu W_ ;T I I wjw5z 010
0 W EW UNDER BOX COLUMN z
0 0 L _j C-Qj 0 F.-4 gi<
CL CM 65�ZO.2 Z.WO
Ile 0
(M C) t. 04 0z I'M,0�8 AM wo
:..,�...it cn
> CU CL 0
Z 13- *A
o 0) 9 0. ;.,- ;...- - C? 16"SQx12"DEEP FTG W/
0 0 LLJ ...... W LL
8 0 b -I b .. r__ T_ �c Wz
JOR Z b 2 NOTE:sgd SILL,TRACK&REQ.RECESS MAY Ac (3)#4 EW .9 46 10 z
C) 0 LL VARY FROM THIS DETAIL COORDINATE VWTH < F-
UJ U_ YOUR SPECIFIC SGD MFR.&INSTALLER for < -0 _0 82
0
< Cn > 5 a.
0 W
pmper remss depM&wift. 3 ;0 tm<
CN > CP -1 0 8
W I- 24"SQx20"DEEP FTG W/ 0 z
�r) 3 ow WW Do C14 4- 2 0 0 wo 0z CW0
co of 4'W wall 0 1 05=W) 0
gk 2-STORY CL (n
2 C (3)#4 EW co :,� 2 Lu�_�L=) -0
0 W 0z
LO 0
_j r- Fri Cf) Q
6 U)
b N 30"SQx20"DEEP FTG W/ F 'z
I 0_ W
E FM WO WO�'�80
Z_ (4)#4 EW (on C z U.LL:5 t MM
0 P x
Fir -11 J r 0 z
-1 L -------------- 1z _j F- 0 1 1 1 L: owl IS 0 -05 coo
W 0 Z 0
A 4) 0 z
9 L
36"SQx20"DEEP F`TG W/ C: .0 ca X:�=-wo <
0 co LL CL
cc C (X'-:.
(4#4 EW E ow c6"00
L _j co
0
G) 0 W C0 r W.-
of 4"w wall 0
11-011 0 cza�M0 1 on
T a- (6
-017 < E_ IWO-W ow
A L 51-919 20l-81' IL 21-l't L L -011 1 71 9 D_ >_*x 48"SQx24"DEEP FTG W/ 0 -j I Wz
51-7�' -4'-7f' 1 104 31-11 31-1�1 81-011- 71-61l- 51-1011 81 IU) :,3��In 2
C 0 0 CO <
pitch (D 0 (5)#4 EW,T&B C C W
A N & 0 0 z z "o
IF x"'I/ft U I Z W E (L.9 Ir
(a U)32 0:Z
elev. at 0`-0" ow 2:3 0
2 L 2
itch d _Ile
p --'k- z D 100 a- 0
4 (8" min. abv. grade) 1-STORY > E2 -1 1
2-STORY gk > CD Ci 0 4) 1 �/ - 0 110 -0 8 01
CL 1�
> ------------
N X8111ft see slab notes FOOTING FOOTING 'IT 42) - - W T,
iS i CU CY) 8 -0 :!--
< a- a _PS TO GRADE
6 Lr- 0 ca
< << 11, E2 1 0 1k ErER BUILDER E
Cl CO U) '0 -1 4) 1 --+ 10% iil-llt 10#-591 if 90-1010 0
0 > 26-8 41-01'
I CU
W< a b 0
_j -L
Co LU >
U)
F- 0) 0
W 0
z 0
I o P:
bD zo CL Ir z
V_ OP CN C,? 0
U_
(D
9 0 _0
0 C
:3
L-----------i > =
PS TO GRADE 0)
recessed floor outlet box
=_R BUILDER 0
CU
•SOLID FILLED CMU PIER,DIMENSIONS AS SHOVM,TC P W z #6�-p w/#68R-cst-XXX cover plate(see color pitch x 0 .0
shi iet for color and finish)by:Thomas&betts, 4"
E:P1 0 8"thk x 24"sq thk (F ug to be fully concealed below floor level) 6 8'�
OF PIER PER ARCHITECTURAL PLAN 0 �__ slab at recessed floor OIL 7
1.- 0 outlet typ. inc. www.tnb.com or equal.typ. T Y8"/ft -SOLID FILLED CMU PIER, DIMENSIONS AS SHOWN,TOP OF < C
•PROVIDE#5 VERTICAL REINFORCING IN FILLED CELL 3 04 0? 0 W An
U_ PIER PER ARCHITECTURAL PLAN 'D C
DESIGNATED WPITH AN"X" co 0
of 4"w wall 0) PROVIDE#5 VERTICAL REINFORCING IN FILLED CELLS
(CD
L CD
•CMU PIER ON 24"DEEP FOOTING W/#4 @ 12"0 C. EACH DESIGNATED WITH AN"X" 2
WAY, FOOTING PROJECTED MIN.6"LARG=_R THAN PIER 0 -C
L __J CMU PIER ON 24"DEEP FOOTING W/#4 @ 1211 O.C. EACH E
ON ALL SIDES(4)12"x12"TOTAL. b i5 0
2 n9 WAY, FOOTING PROJECTED MIN.6"LARGER THAN PIER ON
E211 L
6-1011 1 1 31-1011— 23'41 ALL SIDES(4) 12"x`12"TOTAL.
ce)
211-61
FF 3 M C (n
-71 r -7 -1 ,- , .9 $? M
C� .9
C:
of 6"�Fw-a-F zo .59 0
0 1
---- -------- _j f6 0
9 F F_ provideelectri C_ Cf)
__U z
conduit,to island E
L _j CL 0 Q)
0
In
z
W - 9 LO
M 1 0 - < 9 9
2 1 1 �- < < - :;4- W .!=
0 04 -W
C < C/) (n 8
M cc 04 0 0
of 4'W wall 61 cn
8 0_ LO 04 U_ C: a)
co ci� Lu
0
8 co
7 cc
U) V4" C� n
311
3 10
C*4 Cf)
sm: >, Cc: 00 0
0 (1) 0 1 IX ZT
C I >0 Al;
t2 L_ Z=.W. __. I 1 11 1
0 0 1 1 tww - P: (D 75 E c:
9 9 > 9 0 0.9
rx) ZV) &D I I I CL L_ r
0
T-
V- U_
9 50 (D C:
0 14 f I - I
IT 9
> E
0 M L x
CL 2 a) a
CL
In > 0 .10T. 211-31' 6-2-6"— 71-11"- 1 12'.411 231-211 V-: < C� .D cri
Ir
IJ 0
CL 10 (D SIN"K W/DISP( SAL
CD of 4"w wall
CD
pitch
0 8"W conc blk base,
soft water loop I-
provide water line w/ zo w/drain top at 0'-0"w/reinf.per struct
2
J_ I L t-ii eng
-7 Ir- I I valve for ice maker
1-T4 I _j I I =r W
0 14- 00
C:)------------------ --- ------------------------------------------ ------ - ------------ --- --------------------------------
V_ T_
%
< LO LQ
D (!) 0 q- -,
co
CD 0 0 — 04
_j W "T 6 co
T-O"x T-01" 0 0 PZ_
F_ _j V W g CZ4 .2
M co a/c pad 0 z u- in CD X x
00
u_ 0 Z v- E-0
0 __j
< Uj 0 0 u) C,4
U) Z
TOTAL(4) C: M
F- C-4
(13 0) A
0 00 x C) Z
W U) =) - a-
notes: (913- OW (A CDP 0
Cr
r re-plumb for future outdoor kitchei. pest control-2 stop process which includes framing treatment.ind 0 < (L z U_
_j IX - 0
includes plumbing,gas drop and final perimeter treatment after landscaping.
0 0 S) _Wj
electrical 0 use sheet 5 and 7 of architectural plans for possible floor outlet; z L) M W _j
1: < < 5;
and their location& 0 0 CL z
0 all shower floors to slope towards drains at Y4'7 ft. W a EE W z 0
W 0 ,z 0 0)
91 Lxu
_04 351-011 L
1, -011 11 31-011 1 301-01" 31-011 u- z b < Lli
< 0 < W U) :2
—109-011 681-01# + 41-011—, 0 <
0 CK
820-0#1 3: LL_
C_
0
CONTROL JOINT (CJ) NOTES: PEX
1. TIMING
• CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE h6w 0
0 E
CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING
THE COURSE AGGREGATE FROM THE CUT,MAKE THE CUT.
• CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVID$�
ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. 1*4000by:
u- lur)
2. DEPTH
cnl
4"DEEP. DEC0ECC8638F40(:_ZC
THE CUT SHOULD BE AT LEAST I DEEP, BUT NOT MORE THAN 1 Y 0 0
jli : LL_
SA"g20
3. SEALING 00 0*10
4
THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC 0,0." \'00
K ap
ADHESIVE SEALANT.BACKER ROD IS NOT REQUIRED.
fit&$
ST-2
APEX JOB NO: MA4166
'Im wa I
ja CK RISER /A
TOTAL(41
0 slat
T1
LOO
jj;TH F R 2 CL
( 2 E
0
3T q- ) FOO
E
r
_j
_T_
140,10110
n6 49
0"_
t
8"
All
r
Fr-,.
F
Zi�
/0
LL
rr==41
FILE Cop ADDRESS:ATLANTIC BEACH DR
y LOT45
DocuSign Envelope ID:230EB2B7-95EI-4B92-85A6-6B3E800914E9
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.
cc
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM
CHORD TO SW DBL TOP PLATE W/1 Od @ 3"0.C.
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR
DECK TO SW DBL TOP PLATE W/10d @ T'O.C.
4. PORCH BEAM FRAMING NOTES
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV.
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT UD
WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL.PORCH
BEAM TO STUDS W/MS24, HTS20,OR MSTA24. j
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV.
PORCH BEAM TO TOP PLT W/MS24,MTS12,OR MSTA24.
6x6 NO.2 SYP PT POST OR
10 B
w
SEE TYPICAL BOX COLUMN C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. x 'c 0 0
DETAIL,(4)TOTAL r w
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR ziigm
aw
(2)2x6-1/2 PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24,MTS12,OR U,a co
LO _z
NOTE 4 MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24.
..................
Lu W LL a
...... ................................................. 07777777777
........... ........... ................................ ................ ................................. ........ ........... ............. ....................................... ....... ............................................................. ......... ............................
.................................. ................................. ............ ........................... ....................................... .......................................................................................... ........ ....................................
4 7 777',
0-T 0
_(2)2x10_ D. BEAM ATTACHED TO EXISTING FRAMING UJ
(2)2x6-1/2
ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS Wt
log Vw
(2)2x8-1/2
(2)2x6-1/2 (2)2x6-1/2 NOTE 9&10
F
SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS.
2 STUDS u- III
>'Z
0 u-
00 LL
2 STUDS w 0 UJ 0
0 0 z
0
QTB w cr) N ouxiotowim
5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER
0
w 00
QTA
0o
TYPICAL WALL SECTION SHEET. W.ci'w"
U) 0
00
z zw
00
(2)2x� (2)2x10 : 00 6. HIGH UPLIFT WALL:INSTALL QT13 @ MAX 48"O.C., REQUIRED
0 Lu(0
NOTE 9&10 oo AT THIS SECTION ONLY
wirww 21.-
c?)
...................................
0 yu Go, 00 0
...........
0� w
w w
7. PLANK ORIENTED HEADER FRAMING
....................... 00 a w
..........
ce) A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 w-=,,;z=-1
CO C,4 0
............ EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON u-0z C.)-2
D 42 (go
.......................... w
..............
w
::�ii x F- DETAIL SHEET. w,z ire -z
M
04 0
U) B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH z
cy) � z ZO 9 WO
04 z
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING.
0.12- _j
C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. Uw)LL.Z,.g
w z 0
Lo::OZ) E z
STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT 0 �2
E c
OF PLANE WIND LOAD. 72
> cc
w
zpa 0--m
2 o abowzEw
............................... 4- D
(0 cl- -
8. UPLIFT ANCHOR MAY NOT BE APPLICABLE DUE TO STUDS PACKED
....................... a cn 4- 55 W=w 8 Z
w
SOLID.SEE"CONVENTIONAL METAL HEADER ALTERNATE"ON TYPICAL 0 0 _j
...........
w
(2)2 oz
X10 : m 0
WALL SECTION SHEET.
000 -0 W mzz- �Z-
NOTE 9&10,, Q. 0 G t<MC6 0
(2)2
00,
d wo-OW
9. (2)AND(3)PLY BEAMS:
x LL U_
DS LIL
2 STU
uj a) 4�
ATTACH PLIES W/(3)ROWS 12d COMMON @ 12"O.C.STAGGERED Z
013 0 U)
w 0
Z 0)a
0
0
2 z
NOTE4- QTA W5 (4)PLY LVL BEAMS:
0
c C 0
: Kxxxxx x SEE"TYP PORCH SHEATHING �s ow z<
.................. ....... i , i j ATTACH PLIES W/(2)ROWS Y2"DIAMETER THROUGH BOLTS W/NUT AND 00 LL 21
[X)CXXXXXXXXXXXXXXXXXXXXXXXXXXXX wxx xxxxxxxvxxxxxx
c
O.C.,STAGGERED.
DETAIL , ST-7 WASHER @24 E
............... ......
............. ............................................. ............ 0 w U)F- a uj
ca z 0,
Z:5 w 10,
CL
2x6-1 K790777770%N-1101�1_.
77.177777-= iwrzzzz zz [fill
..........
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....... ... ......... .........1111: ....................... < W,
0
G 0 W
USE(2)SIMPSON H2.5A
'42)
Hill
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NOTE''94-1%0� )S___ ....... ........ .........
fill -- - - - -4 STUE 0
(2)2x6-1/1 wzz
0 a) MIR
MIX 11.BALLOON FRAME FRONT ENTRY WALLS: co
0 2 cni car,
it STUDS 0 Lu 2x10 No O.C. m E
.2 SPF @ 12'
00
fill JIM u- w 0
NOTE7A
0
SEE"TYP PORCH SHEATHING %ace mu
(2)2x6 No.2 SPF @ 12"O.C.
u- c
Hill
fill fill
DETAIL", ST-7
fill
2 ST 0 W r
m
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fill i 11111 111
00
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..............
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fill u-
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uj 11 a)
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7
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0. -1 1 u� Hill FLOOR-TRUSS
FLOOR GIRDER 0, I-Nd &I'
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fill 0 (1)
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ry Jr
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L.L:
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fill
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till
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1111 Hill IF
fill
fill
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fill JIM 11
1111
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Milli
uj
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w fill uj 11 . ..... m c
u-
HORIZONTAL SIMPSON 101111 2 STUDS 0 w
Willi fill Hill U) 0
c)
MSTA36 CORNER STRAP 0 Hill E c-
...... ....... ......... ......... ......... . ...... .......... ......... .........
3 -11 -1.55E
C9 fill Hill GARAGE DOOR DESIGN m
@ PLANK HDR SILL, LL
2x12-2/2
Hill WIND LOAD(PSF):
HII LSL COL.
(2)TOTAL REQUIRED
01111 :111 NOTE 7A JIM
+21.80/-26.02 m
0 U)
fill
L)
2 STUDS 11 F2 STUDS 0 w m
E
00
ROOF IRDER ----
0
------------ _j
u-
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1jr.7777777zzz4A
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NOTE 9&10 Jill (XII
HDR SILL ABOVE SGD 0 ------------ --- w 0-1
rr- wit
Jill
u- FLOOR GIRDER JII 11
stop NOTE7A 9 cf) III
cu
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Jill w 0
cc
t.o.plate
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... .......... ....... .........
DETAIL',ST-7 > GARAGE DOOR DESIGN
oil
oil It III
(2)2x12-2/2
wil TI I u-III
Lf) NOTE7A WIND LOAD(PSF):
..........
111 110 +21.80/-26.02
L m
cm
fill:
w
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0 0 04 04
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............. ....................... cj C13
............ ..........
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7777777 ............ 0 LLJ
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FILE COPY
00-13
wo
0
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APEX JOB NO: MA4166 IST-3
Rm
F7
[J/=,2)2
.9
2x
9
LADDRESS:ATLANTIC BEACH DR
LOT-45
DocuSign Envelope ID:230EB2B7-95El-4B92-85A"B3E800914E9
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MAUNFACTURED SHEAR PANEL
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANEL TO SWDBL TOP PLTWt 10d @ 3"O.C.
• FLOOR DECKTO SHEAR PANEL W/10d @ 3"O.C.
1:4 0 f
2. TYPICAL BEARING BLOCK Z
9 BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH ;3
DIMENSION OF TRUSS MEMBER.
* ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS co
BOTTOM CHORD W/(3)ROWS 1 Od @ 4"O.C.STAGGERED.
3. LEDGER FRAMING NOTES:
- FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT
.......................... ................ - - ------ &
52'11 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX
51 16f ........... .................................................
2411 PACING)
9 ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN cc
I
ANGLE&LATERAL BRACING MAY BE e SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 9
PROTECTION AGAINST CORROSION ul)
OMITTED FROM GABLE BRACING
DETAIL PENDING PORCH CEILING e IN ACCORDANCE W/FRC 502.2.1,EXTERIOR DECK
SHEATHING IS PROPERLY APPLIED LEDGERS SHALL BE SECURE TO WALL FRAMING WITH
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
ROOF FRAMING LEDGER:
Lu
2x6....................(4)12d COMMON U'j 3:
2x8....................(6)12d COMMON co cm .D 0
V_ CC) < 2xl 0..................(8)12d COMMON i i 0.WT
N co co c1l) (10 nt 1q_ 1 00 00 LO LO LO LO LO LID m m m m N CN N N 2xl 2..................(10) 12d COMMON L'u 2�'c"n
C) CD CD CD C) (D cz) (D C) C:) CD (D C) C) (D CD (D C) (D �Z-::g g �(ZD
LL U- LL U- U- LL LL U- U. LL LL LL UL LL U- LL U- LL U- u_ LL U- LL 11- LL LL LL U- Lu ej L'u
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...........
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2X8 NO.2 SYP PT LEDGER,
PT 2x8..............(5)16d COMMON
9A
SEE NOTE 3
c
PT 2xl 0..............(7) 16d COMMON z z 1-ME:
T11"
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u0j
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kD
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2f
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2 2 2 2 2 2 ----21 2 2 21_ FLOOR FRAMING LEDGER(W1 SCREWS): W w
Q
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PT 2x6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS
T61
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Iuwuj 7 u
PT 2_x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS
LUS26
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PT 2x1 0..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS Co-it w w
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PT 2x12......
V4@1 X4
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0 jj'�5 ru
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Z;)Z F_
4. OVERFRAMING NOTES
W_j
LUS26
0c)
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w z
ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX.
10
(0 ia�
Lu
z
ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. 0) 2§02 U)a
LUS26
FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d 00 w 0 cwl
V)00=
COMMONS MIN. (D 0
w Z<.9.8_c
0�z Z: 0
............ ------------------------------
0
EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT cl) 0 z
z E
(D
LUS26 CONNECTOR. -2
ui a.
> cc
z w(q.-V)
ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
P 0 OQU)Z EX
CL
...........
m
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.......................... FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO W=)Lu 0
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T61
c\1
RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. CA
au)�
LUS26
13-: z-
2 C6 0
RAFTER SPAN SCHEDULE
.......................................................
00
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LUMBER SIZE uu] ca
SPACING 0
LUS26 mzuz< ?zm
0�x
2x6 2x8 2x1 0 2xl 2 0................... ......... . .....
(0 ..........
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1211 E
............. u-
T61 0 w CUR
151-510 191-111, 231-91' 26'-01f
IT 00 LUS26
......... ................... ......................................................... .................. .......................... .......... .............
;=
1611
131-411 171-311 201-711 22'-011 <
D co LU F_
0
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ZZ
0
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MTS12 ............. 191 a)
T M
101-111, 141-111 16-10"
J05
24"
C0
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LUS26 20 L.L./15 D.L.#2 SYP w:2 M z
0 2
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2x8 NO.2 SYP PT LEDGER, a X L)
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2 21
CL
0
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J06 k4,:==N
.....---------- T6 0 CEILING JOIST SPAN SCHEDULE
...............................
CD
LUS26
O.C. 0
LUMBER SIZE
SPACING
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10 0
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L.L
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:U-
u_
cc 4)
LUS26
U-
12" 12#-5" 191-6#1 25141 261-01' E
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LUS26
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J07
c\j ........................
04
91
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T 6 Cq: < 16-15 20--1 23--1 1
:L
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i LUS26 10 L.L./5 D.L.#2 SYP 0
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..........
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..........
..........
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................ ...................................................... ...
x 0
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HG Q28-
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5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
FG5:. THA426 F09
co C�o
BUILDER IN ACCORDANCE WITH FRC R302.12.
........................7 ............... (0 .� (10
............
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J07 -20
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CL
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(D
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TRUSS ENGINEERING NOTES: C)
...................... ............................ Lo
J07
.0-
n
U- : ! UL tj_ '� u- U-
................................
51 J08
UNLESS SPECIFICALLY NOTED ON TRUSS
ANGLE&LATERAL BRACING MAY BE
iN
J07 .................... 0 c\I
FRAMING PLAN, ALL TRUSS TO TOP PLATE
(6
OMITTED FROM GABLE BRACING
.......... ..........
CN........... ............... J07
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E
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............
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ALL E
...................
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............
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....................... .............
FOR SHEATHING
m
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U)
�2)HT$�O
J05 ....... 5108# DRAG LOAD APPLIED TO TRUSS T46.
0
........ ..........
...... ...................
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2854# DRAG LOAD APPLIED TO TRUSS T49. 0
ca
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cc
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DECOECC8638F404.CC 2
FILE COPY I '04 A 0, CL
50 PEX
L::Vl-J
APEX JOB NO: MA4166 ST-3A
ADDRESS:ATLANTIC BEACH DR
LOT-45
DocuSign Envelope ID:230EB2B7-95EI-4B92-85A6-6B3E800914E9
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 0
SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL
SHEET.
E
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:
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
DECK TO SW DBL TOP PLATE W/10d @ 3"O.C.
4. PORCH BEAM FRAMING NOTES
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV.
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT
WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH
BEAM TO STUDS W/MS24, HTS20,OR MSTA24.
T.O.PLATE f.o.PLATE
elev 2 '-0)'4" elev 22'-OY4" B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV.
PORCH BEAM TO TOP PLT W/MS24�MTS12,OR MSTA24. w
c') uz,
uj -s'53.
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. 0
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR if wx
B �-
WSP HDR-0/2 PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24,MTS12,OR ui a'
I--
MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. z z
W
U) Luu)
......................... ....................
w a I ............. .............................. n ----
......................:__ : - WWLL89
................................. ..................................... ........... ............. .............
-- -- ----- - [A]
.........
.......... .............
D. BEAM ATTACHED TO EXISTING FRAMING
(t�0_a 0 a
..........
tu
_j LU
(2)2x6 WSP HDR-0/2 (2)2x6-1/2 ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS W/
g:t6 UT
U- 11 2 STUDS LL Lu SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS.
2 STUDS ui
0
C 0_j 0 OLL
0
2STUDS u- w
8_1 w
00 0 Ix
z
QTA w I W
CS18 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER
0
ON- -,n
QTB w
0 TYPICAL WALL SECTION SHEET. U.,CiWL)
w z U
D L
W L
(2)2�
(2)2x6-1/2
6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED
w
0 65 C61 S2
AT THIS SECTION ONLY I w1_w ww IWO
wowcr CL
..............................
0
LD
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7. PLANK ORIENTED HEADER FRAMING
ui cw, J3 w
gim uj
A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 cc z
............. UJI1
......... Oil 0
.................
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,0N u-uz
ui cz,
(2)2x6-1/2 cy) DETAIL SHEET. :3 .2
<
B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH
0) Z
z 0.2 Z.WO
U-
w 0 0 3.8 wa
0 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING.
0 Q 0
C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. Z.E
of
W U- 7; 0
w z
0
STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT 0 u) co 5 E z
�2
:Z5
OF PLANE WIND LOAD.
Lu=)a.
> 0
0 0 Z F-
2
0 ui 0
z
(2)2 UJII ujIl
6. UPLIFT ANCHOR MAY NOT BE APPLICABLE DUE TO STUDS PACKED
oil Oil CO xw
0
(a w
SOLID. SEE"CONVENTIONAL METAL HEADER ALTERNATE"ON TYPICAL
(2)2x6-1/2
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co
5
WALL SECTION SHEET.
0 4) um,Z> z
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t<S C6
U- CL c
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U-U-
Oil U- x Z'02 LOL 5
oil\ 2 STUDS
4)
CO)�_Z
0 O.C.STAGGERED a
ATTACH PLIES W/(3)ROWS 12d COMMON 12
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0 0
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QTA (4)PLY LVL BEAMS: 0 1.-W Z4
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ATTACH PLIES W/(2)ROWS Y2"DIAMETER THROUGH BOLTS W/NUT AND ca 1 8 h.
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ST-4
APEX JOB NO: MA4166
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W0002) )1.1
5 EX
ISIF
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ADDRESS:ATLANTIC BEACH DR
LOT-45
DocuSign Envelope ID:230EB2B7-95EI-4B92-85A"B3E800914E9
I
01 -N
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN A
;*
� 0
1. PRE-MAUNFACTURED SHEAR PANEL 1-c
- e INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON 0
FRAMING PLAN a) CA
I 9 SHEAR PANEL TO SWDBL TOP PLTW(10d @ 3"O.C. ,4.� a) .8-z
9 FLOOR DECKTO SHEAR PANEL W/10d @ 3"O.C. ;z E It"
- 94 0 al 1
;.4 Z fl
2. TYPICAL BEARING BLOCK �3 81
e BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH 15 m
DIMENSION OF TRUSS MEMBER. E
w
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BOTTOM CHORD Wt(3)ROWS 1 Od @ 4"O.C.STAGGERED.
3. LEDGER FRAMING NOTES: - I Of
* FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT -----.1
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX
24"O.C.SPACING)
9 ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED T
LOCATIONS ON PLAN E-
* SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER tn
�
PROTECTION AGAINST CORROSION 115
�
e IN ACCORDANCE W/FRC 502.2.1,EXTERIOR DECK a
co
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH V, I I I I I /
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT r -14
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. - -
--w X
ROOF FRAMING LEDGER: ui � (5 W
0 -w
w "i�zi
2x6....................(4)12d COMMON il-1.) ,r- 01 0
w
2x8....................(6)12d COMMON z E�g 2�
B
2xl 0..................(8)12d COMMON I'm" ! V)
...4 j a
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2xl 2..................(10)12d COMMON w in) a C6§
co--s w
w
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FLOOR FRAMING LEDGER(W1 NAILS): a.R:g 0 a
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11 I- .-- 1. -I - --- PT 2x6................(3)16d COMMON �9:a 3 w
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8 -120:11
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PT 2x12..............(9)16d COMMON awm0twwuml
55 P i-- M-
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FLOOR FRAMING LEDGER(W1 SCREWS): 9�uz, e g S'2
PT 2x6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS lu-2 a= a
x 1)(D S2
: 0 1 0'ju)(23
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FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0
RATED SOFFIT
ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS MATERIAL CONTINUOUS QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED IN
ON SHEET STA FOR TYPICAL INSTALLATION. @ PERIMETER.SEE III TYPICAL TYPICAL TYPICAL
HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ !SPACING UNO L SPACING UNO SPACING UN ff
TABLE 1:COMPONENT W11
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON AND CLADDING DESIGN O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11
18
PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON PRESSURES ON SHEET Jill
SHEET STA FOR TYPICAL INSTALLATION ST-1. EMBEDMENT
10I TRUSS OR RAFTER TO TOP Jill TYPICAL QTA @ MAX
STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4,TLOK06,OR H8 48"O.C.,MIN(1)PER
I WALL STUD SPACING.ROOF BEARING ONLY. UNO ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS Jill SHEARWALL w 12m ir
(QTA REQUIRED FOR IN _.f'z
uj -0 03:
WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES Sw Sw ROOF LOAD BEARING ix-:co ra 2 SO
STANDARD HEEL CONDITION RAISED HEEL CONDITION WALLS ONLY) m-E.4:, R�
DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: -aw,!1 00)
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 2512 _z
CLOU j cw0§
SPECIFIED SHEARWALLS, SHEET ST-1 . Jill ww u.on g
111111 u0j 2 0 a
2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY T. w
STUD SPACING PER
1,z- 11 g
BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD Mi
TABLE 3:MAXIMUM
FASTEN BOTTOM PLATE TO GABLE A 0 00-,ow uo-
EXTERIOR WALL STUD zwt.'
0.0 ww
SPACING.ROOF AND TRUSS W/10d COMMON @ 6"O.C.,UNO. AT APPROXIMATE MIDSPAN WITH A 1/2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT V5 P�- D-
U
FLOOR BEARING. CABLE CONTINUOUS .1 ci ow R5
MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL u on
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NTERIOR WALLS: QTA @ MAX 48"O.C.U.N.0 c,
3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE DBL TOP PLT TO :wr 55��U)
ON PLAN 175 SLAB 0 W_20
7 7 7 77-7-7-1=7 7 7 7 7 77 w wo-T
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0 w 0�
TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS, SHEET ST
FLOOR TRUSS
COMMON @ 6"O.C. 2ND FLOOR END C-01 zo z<
BY OTHERS )P w
55;=Oz
GA LE FLOOR STUDS TO 1 ST
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TRUSS BY OTHERS HEADER TO TOP PLATE FLOOR HEADER Wt 1- 'aafm A -w
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CONNECTION PER HEADER (2)MS36/(2)CS18 r- %_ w <2L
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RIBBON BOARD FRAMING NOTE 3 ON ST-1. WITH(9) 10d EACH 0 E0z
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2x4 NO.2 SYP DIAGONAL BRACE @ 48" NOTE 3 111, END OR QTA Of
O.C. DIAGONAL BRACE TO FLOOR m a- 0.!.
> w
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NOTE 1 &2 0 00 E W
S CL w 0
WOOD FLOOR TRUSS BY OTHER TRUSS OR DBL TOP PLATE W((3)1 Od TYPICAL
m III III CL -
COMMON TOE-NAILS AT EACH END. [SPACING I I m w x m
TYPICAL QTA @ MAX U) V aw c>0 0�-azi
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FASTEN GABLE TRUSS TO DBL TOP 1111 48'11 O.C.,MIN(1)PER
PLATE W(8d COMMON @ 6"O.C., UNO Jill SHEARWALL ch 00�Our 3:
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PERPENDICULAR FLOOR TRUSS CONDITION ONLY) m w
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(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) m �U_j w
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THAN OPENING REQ. IF QTO,SEE (D ca W.U,) 'z
VVIDTH,PRESERVE a a wzz <
- 1111 1 1 TABLE 6:QUICK TIE 0 0 50 IIS2
TYPICAL JF LIFT x a. c 0:F-
QT SPACING AND DO �6 E f- 0:5 w z
I I/ I I I ANCHORS,SHEET
CABLE BOTTOM PLATE 2 -6 w 0
0
NOT INSTALL QT ST-1 CL 0
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GABLE END TRUSS O.C.MAX a) 4) cc
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0 cu
PLAN) w
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TYPICAL BOTTOM PLATE ANCHOR @ MAX 0 4�
0
TLOK06 @ 32"O.C.
48"O.C.EXCEPT AT SHEAR WALLS. SEE
TABLE 8:,SHEET ST-1.(8"EMBED INTO k . . . . . . (D a)
_j .................... .........................
STEMWALL,6"EMBED INTO CONCRETE c: 0
EXCEPT AT HOLD-DOWNS.SEE TABLE 7: TABLE 3:MXIMUM CORNER INSTALLATION m i5
EXTERIOR WALL STUD 0 a)
(NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90*&45*CORNERS)
=3
SPACING.ROOF AND
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FLOOR BEARING. 2x WOOD STUD WALL TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR 0
1. (1)QUICK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W(
F-
SHEARWALL OVER HEADER SHEARWALL (1)
< (2)2x TOP PLATE OVERLAPPING PLATES.
2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP x 0
(D
QUICK TIE TO FOUNDATION
<4
PLATE OVERLAPS THE LOWER TOP PLATE.
3 IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE I'( ICAL UPLIFT ANCHOR INSTALLATION FOR A
c:
0
EACH SIDE OF CORNER 05
A 11 N11 ADDITIONAL SECOND FLOOR WALLS AND SHEARWALLS
1A I CL 0 0
NOTES ANCHORSPER .0-
HEADER FRAMING �10
1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL E) 4)
NOTE 4 ON ST-1. '13
ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). co
2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION
E c-
IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2"DIA.x 6"LONG TITEN HD
a) m m
SCREW ANCHOR.SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXYANCHORS INSTALLATION AT GABLE WALL 0 0
MUST BE USED IN STEMWALL FOUNDATIONS. W
G
NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT ca
m E
3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES.MIN 1 3/4"OTHERWISE. FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE DIA HOLE 7/8"DIA HOLE 7/8"DIA HOLE I"DIA HOLE EPDXY OVERSPILL CL 0 Q)
0
CENTERED HEX NUT CENTERED HEX NUT CENTERED _Y-F HEX NUT CENTERED %8"HEX NUT QUICK TIE 0 0 4=
QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. 81 :E 'a
IN TOP PLATE 2"x 2"x Ye"STEEL WASHER IN TOP PLATE 2 Y4"x 2 Y4"x Y8"STEEL IN TOP PLATE -31@ x 3"x 3%6"STEEL IN TOP PLATE -311 x 3"x N,6"STEEL P.T.2x BOTTOM PLATE 0 m
cu
WALL SECTION AT FOUNDATION WASHER WASHER WASHER w "a 0
(2)2x TOP PLATE (2)2x TOP PLATE (2)2X TOP PLATE (2)2x TOP PLATE MIN EDGE DISTANCE a) CA
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
cc
w 0
cc
INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL 4
ca
1%"DIA 1%"DIA EXTERIOR EDGE--//PLAN VIEW c-
cm
WASHER WASHER OF CONCRETE >� cc �00 =0
TYPICAL WALL SECTIONS (5)1 Od TO PLAN VIEW 3/8" HEX NUT PLAN VIEW PLAN VIEW PLAN VIEW 00)-t :e uu; 0
I TOP PLATE %" HEX NUT Y2-." HEX NUT W/V/8"DIA V HEX NUT W/1 DIA -6 E ,2 c -4--d
7/8,,blA HOLE 7/8"DIA HOLE 7/8"HOLE WASHER 1"DIA HOLE WASHER QUICK TIE fc: 8 a,-2
8 c
(D
CENTERED 2"x 2"x Y8"STEEL WASHER CENTERED 2 Y4"x 2 Y4"x Y8"STEEL CENTERED 3"x 3"X N16"STEEL CENTERED 3"x 3"X 3/16"STEEL EPDXY OVERSPILL 4) <
4) E
LS 18 STRAP IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER DIA HOLE IN P.T.2x BOTTOM PLATE x CL
(D X
FASTEN BOTTOM PLATE TO BEAM(OR BOTTOM PLATE a 0
/-t-(2)2x TOP PLATE (2)2X TOP PLATE (2)2x TOP PLATE (2)2X TOP PLATE < C,4 A ce)
GIRDER)Wt 10d COMMON @ 6"O.C., UNO. (5)1 Od TO
WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL STUD
-EMBEDMENT
PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR EXTERIOR QUICK TIE
8 = .-I
WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF 3/8"QUICK TIE ICK TIE V QUICK TIE IE STEEL SWEDGE NIT
,# -yw,QU /-3/ieQUICK TIE Y2"QUICK TIE YA4"QUICK TIE V QUICK TIE NWQUICK TIE
SHEATHING FOR INTERIOR WALLS. "01 8
STEEL SWEDGE CABLE TO STEEL SWED E CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO
ALTERNATE STRAPPING METHOD FOR WALL TO BEAM, HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE w
GIRDER FOUNDATION 4- 00
MIN 2500 psi z z
ELEVATION 04
TYPICAL WALLS: STUD TO TOP PLATE Wt MS24/HA8rrSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION U) >- < Lo LO
D 0 0 q- lr-:
TO BEAM/GIRDER BELOW WITH MS36(OR CS1 8) 0 0 - r-- cNi 04 co
p _J cl� -T 0 ()q 6 4 'i 2
W1(1 8)1 Od COMMON @ 32"O.C. QTA(1/8")-TOP PLATE CONNECTION 2 QTB 13/167)-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 OTO(6/16")-TOP PLATE CONNECTION 5 OTA(1/8")-BOTTOM PLATE CONNECTION poor- q" 0- co
KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO n C-4 G-
3 z U,_ L% W x
BEAM/GIRDER BELOW NTH MS36(OR CS1 8)WITH 0) x
1 4- 00
LL () Z . =) V =C4
3 EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL CN E
(18)10d COMMON. STUD TO TOP PLATE CONNECTION 31 < 0 0 cD CN 39-
U-
SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 'QUICK TIE Y4"QUICKTIE--\ QUICK TI CI) P Z 04
16 P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE 04
1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE 5.11.4
x U) ='5
BELOW WITH(2)MS36(OR CS1 8)WITH 0 8)1 Od COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS SIDE VIEW FRONT VIEW FRONT VIEW >_ LU 9 V) =5 a. c
EACH. MIN EDGE DISTANCE MIN EDGE DISTANCE MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED (D 0- 0 w C1
NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE 0 < d- z 0 u- ca c%j
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1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN 04 0 � 0 ui
WOOD FLOOR
2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. 0 Z ..30cow 3
TRUSSES BY EXTERIOR EDGE--://!ePLAN VIEW EXTERIOR EDGE--//)O" EXTERIOR EDGE---//e 0 M < W < >
OTHERS WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE PLAN VIEW Q 0 W CL z
3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE w OFxwzo
EACH SIDE OF OPENING. AS THE LS18. I-_ 1110 K ow
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6 //--EPDXY OVERSPILL 0 Li
SECOND FLOOR TO BEAM OR HEADER CONNECTION EPDXY OVERSPILL EPDXY OVERSPILL 3/4"DIA HOLE IN P.T.2x BOTTOM PLATE 200
DIA HOLE IN %16"DIA HOLE IN BOTTOM PLATE--\
P.T.2x BOTTOM PLATE P.T.2X BOTTOM PLATE 1-1/2" 0 <
BOTTOM PLA E BOTTOM PLATE 0
3 OR OR 0 0 cif
GREATEN GREATER - 3:
QUICK TIE EMBEDMENT Y2"QUICK TIE V QUICK TIE 1/411 114'
TYPICAL WALL SECTION NOTES: 8 -EMBEDMENT STEEL SWEDGE EMBEDMENT
STEEL SWEDGE STEEL SWEDGE = 0/ '01�_
1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x- NO.2 SYP FASTENED W/(2) ROWS 1 Od @ 811 O.C. STAGGERED (UNO). CID
cn
MINIMUM 4811 LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. CONCRETE TLOK06 TLOK06 PEX
2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. CONCRETE CONCRETE FOUNDATION TLOK06
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. FOUNDATION FOUNDATION MIN 2500 psi .........
MIN 2500 psi ELEVATION MIN 2500 psi ELEVATION 1.firle
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS '0A ��CTN L E
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TLOK06 TRUSS TO DOUBLE *N tA FN 04 a
ELEVATION
4
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK `16 E N e
BOTTOM PLATE CONNECTION QTG(1/4") BOTTOM PLATE CONNECTION 8 QTO f 16") BOTTOM PLATE CONNECTION
6 QTB(3/16") TOP PLATE CONNECTION
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FILE COPY .* 00
ST-5
APEX JOB NO: MA4166
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ADDRESS:ATLANTIC BEACH DR
LOT-45 .00
DocuSign Envelope ID:230EB2B7-95El-4B92-85A"83E800914E9
4"CONCRETE SLAB W/ 4"CONCRETE SLAB NO 4 OR NO 5 @18"O.C. BRICK PAVERS OR
6x6 W1.4 x W1.4 VWVF OR W/6x6 W1.4 x W1.4 W/9"BEND @ BOTTOM NO.5 CONT AT TOP OF OTHER, BY BUILDER (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
FIBERMESH i WALL z j, FINISH ELEVATION OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
VAR APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES.
VWVF OR FIBERMESH IESr 811 MIN j1h TOP OF WALL
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8"MIN - ------------- ELEVATION CONTINUOUS LATERAL RESTRAINT
28"MAX
I�X�N\ (CLR). QUANTITY AND LOCATION
// X,
28"MAX /X� /X�
DEFINED BY TRUSS SHOP DRAWING.
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VAPOR BARRIER 8"OR 12"CM
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RETAINING WALL, SEE X
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FOOTING TO BEAR ON
6"OPT.EXTENSION IN BRICK LOCATIONS ON FND PLAN APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN SIDE OF WEBS MADE OF MORE THAN ONE PIECE,
d
12"UNDER 1 STORY WALL 00 DO SO WITH OVERLAPPING BRACES
12"UNDER 1 STORY WALL ADDITIONAL NO.4 OR NO.5 WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 LIKE THIS(TYP E RYWHER
/\\� \\� N N W./FILTER FABRIC
WITH(2)#4 OR(2#5 CONT BAR IN BRICK LEDGE BAR IN BRICK LEDGE MIN 4"DIA.WEEPHOLE
16"UNDER 2 STORY WALL
BEHIND AT MAX 6'O.C.
16"UNDER 2 STORY WALL WITH(3#4 OR(2)#5 CONTI Y\
WITH(3#4 OR(2)#5 CONT UP TO 6'- 12" U)
>THAN 6- 161.1
GARAGE EXT WALL CURB SECTION
MONOLITHIC FOOTING SECTION 5 TRUSSES NEEDING BRACING
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IF GROUND ADJACENT TO FTGi SLOPES DOWN 1,7/-\X '
AND AWAY FROM STRUCTURE STEEPER THAN \X
1'-0"VERTICALLY PER V-0"HORIZONTALLY, cN
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CONTRACTOR HAS TWO CHOICES: STANDARD HOOK AT LATERAL BRACING - MULTIPLE TRUSSES w i2z
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE BOTTOM OF FTG 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). uj -0 r)e.
4"CONCRETE SLAB W/ Ln ci 0,wo
OF EOR TO PREVENT EROSION OF SOIL. 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE,IMMEDIATELY Z E f 9
6x6 WIA x WIA VWVF OR CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. wo ig
2. USE STEMWALL FOOTING w
FIBERMESH
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19-1 SEE ARCH. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. W cc u-
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4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). a-
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F VAPOR BARRIER BRACE SUBSTITUTE
SEE SCHEDULE
cn w w w
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CANTILEVER RETAINING WALL
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T-411 NO.5 @ 28"O.C.TOP&BOTTOM 75- (D -C co 0
4"FLOATING CONCRETE - NO. O.C. " (D C 0 u
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81 12" K10.5 @ 16"0 9+ 5 I'l x 0 Z LL 0-:5 1 s
U, >61- C. NO.5 @ 16"O.C.TOP&BOTTOM , (5)NO.4 TOP&BOTTOM BARS SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 0.5,w
16"UNDER 2 STORY WALL W/(3 SLAB W/6x6 W1.4xW1.4 ww�0-0z
WEB W/10d AT 6"O.C. 2. INDIVIDUAL WFEB BRACING MAY CONSIST OF T-BRACING,L-BRACING,OR 0 0 2 z a -,ma
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NOTE: t5
bo -IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. r_ 0
ALL STEMWALLS TO HAVE 9 GAGE LADUR TYPE HORIZONTAL REINFORCING @ 16"O.C.OR NOA BAR HORIZONTAL REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND ow c6 302
FINISH E w -5
w MAX -T6-MAX 6"MAX GRADE AS WEB TO BE BRACED. 0 w
MONOLOTHIC FOOTING SECTION 36" MAX DEPTH REINFORCING AT 48"O.C. J6 TO EACH FACE OF WEB. 211 w 00
GRADE CL C6 w
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RETAINING WALLS SHOW WEEPHOLES TO ALLOW DRAINAGE AND PREVENT HYDROSTATIC PRESSURE FROM m wz;:�
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IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE PERMANENT WEB BRACING .2
STEEPER THAN 1'4'VERTICALLY PER T-10"HORIZONTALLY,CONTRACTOR HAS x/,\x/,\ c W) T
CONSTRUCTION. A SCIENTIFIC SOILS INVESTIGATION IS REQUIRED FOR THIS PROJECT TO PROVIDE SOIL cc E 05 31 X Z
TWO CHOICES: 0 0
Cr.5 3:0
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE OF EOR TO PREVENT EROSION BEARING CAPACITY, BUILDING EARTHWORK REQUIREMENTS,AND ESTIMATED HIGH WATER TABLE. IF
CL 0 c
#4 OR#5 VERT
STEMWALL IS ABOVE ESTIMATED HIGH WATER TABLE, DRAINAGE IS NOT REQUIRED.
OF SOIL.
2. USE STEMWALL FOOTING REINFORCING @ (D (a
MAX 72"O.C. 0
E
0
2
FOOTING TO BEAR ON FIRM
ADDITIONAL#4 OR#5 a)
4"CONCRETE SLAB W/ UNDISTURBED SOIL 0
IN BRICK LEDGE 0
6x6 W1.4 x W1.4 WWF
0
OR FIBER MESH VERT REINFORCEMENT TO
8"CMU CHAIR BLOCK W/ 4"OPT BRICK LEDGE
HAVE 6"BEND @ BOTTOM
(1)#5 CONT. NOTED ON FND PLAN x 0
TOP OF SLAB a
<
--------------------------------- w CAST-IN-PLACE FOOTING SPECS
46
1-STORY:8"x 16"W/(2)#4 OR(2#5 CONT
U) 0
z 0 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT
0 a)
2
4- E
VAPOR BARRIER bD U-) CL L_ 'a 0
10
7 CMU STEMWALL SECTION n
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
#4 OR#5 VERT REINFORCING N a) CD
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
a)
L_ E
UP TO 3 COURSES: 72"O.0 COURSES HIGH. SHOULD THIS CONDITION EXIST,RECOMMENDATIONS 0
m 0
4 TO 5 COURSES: 48"O-C: >1/ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. -0 a) 4-a
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. E
CL
ADDITIONAL#4 OR#5 IN -0
FOOTING TO BEAR ON FIRM -0 a)
BRICK LEDGE 0
UNDISTURBED SOIL (D
co
NUT&WASHER AT 2x8 NUT&WASHER AT 2x8 ca 0
4"OPT BRICK LEDGE 4"CONCRETE SLAB, 4- 2? c
VERTICAL REINFORCEMENT HEADER HEADER cl-
TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN SEE PLAN PER ARCH PLAN 0) T IV 3 c-
c ra -00 0
TOP OF SLAB EXTEND 2x8 TO TRUSS CHORD DBL 2x8 NO.2 SYP PLANK *a cy)4-- .8 0
DBL 2x8 NO.2 SYP PLANK 0 0 M %_ 0
CAST-IN-PLACE FOOTING SPECS EACH SIDE OF HEADER HEADER W/(2)10d 4) -5 or-
-- ------------- ---------- HEADER W/(2)1 Od
NT
1-STORY:8"x 16"W/(2)#4 OR(2#5 CO mr
COMMON IN EACH TRUSS COMMON IN EACH TRUSS r r_
2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT _ T a)
CHORD @ 32"O.C.TO CHORD @ 32"O.C.TO E
MATCH THREADED ROD
0-
VAPOR BARRIER
CMU STEMWALL SECTION LOCATIONS LOCATIONS < C� mh cei
#4 OR#5 VERT REINFORCING 8"OR 10"CMU,SEE ST�2,
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK UP TO 3 COURSES: 72"O.C. VERIFY W/ARCH. TRUSS CHORD OR
--- HEADER BLOCK @ 24"
i/HEN IT IS OVER 4
FILLING BEHIND A STEM WALL,PARTICULARLY V 4 TO 5 COURSES: 48"O.C. #4 OR#5 @ 72"O.C.W)6"
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS O.C., SEE PLAN
BEND AT BOTTOM
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY (2)ADJACENT COURSES SOLID 2x-CRIPPLES @ MAX 16"O.C.
uj
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. FILLED CMU WOOD PANEL SHEATHING TRUSS BOT70M CHORD @ WOOD PANEL SHEATHING AT PLANK HDR SILL OVER 2 - 14- 00
41 AT PORCH CEILING, SEE 24 if O.C. PORCH CEILING, SEE PLAN < L) 0
SGD, SEE PLAN FOR SIZE z z 0 T_ T-
I ------7;,' CN
PLAN SO >- < U-) LO
1/2"-THREADED ROD D (9 0 .q- ".:
OUS 6x6-W1.4 x W1.4 VWVF 10"DEEP x 28"WIDE y V 1/2"-THREADED ROD (2) "5"'DP LVL PLANK ORIENTED HDR ANCHOR @ 32"O.C. (2)5 1" DP. LVL PLANK ORIENTED HDR 0 0 - r- C-4 04 cn
//1 Z/ 2 2 - IRT c) co
O.C. 0
(2)#4 OR(2)#5 CONTINU FOOTING W. (3)#5 CONT. ANCHOR @ 32 ABOVE SLIDING GLASS DOOR MIN. 3" 0 11, (3 co
SEE PLAN ABOVE SLIDING GLASS DOOR MIN. 3 EXTERIOR WALL SHEATHING F- _j qt uj 0 (14 s-
I BEARING TO JACK STUDS AT EA. END , z U_ Lo (D X x
O.C.
BEARING TO JACK STUDS AT EA. END , W/8d COMMON @ 6 U- X: CO
------------------------<------- -- ------ ----- -- ------- -------- ----- DOUBLE CMU STEMWALL SECTION (1) 11 DP. LVL, FASTEN TO PLANK (_) Z - D C-4 E
4 4 ;�-------- 4 4 4 ATTACH PLIES W/(2) ROWS 1 Od RING ATTACH PLIES W/(2) ROWS 10d RING < w 0 U) C-4 0
ORIENTED HDR W/1 Od RING SHANK SHANK NAILS @ 6"O.C., STAGGERED
-O.C., STAGGERED (1) 11 1" DP. LVL, FASTEN TO PLANK
SHANK NAILS @ 6' c,4 g.a
8 4 x V.0 w
NAILS @ 8"O.C.AND PROVIDE MIN. 3" m ;Z= >
ORIENTED HDR W/1 Od RING SHANK w vi :) - a.
BEARING TO JACK STUDS AT EACH END NAILS @ 8"O.C.AND PROVIDE MIN. 3" 00- w _j =c�
*4 02--g
0 < a- z 0 LL
i 0� - 0
EXTERIOR WALL BEARING TO JACK STUDS AT EACH END ui
NOTCH BOTTOM PLY TO 0 0 Im �e _j
VAPOR BARRIER SHEATHING W/8d Z 0 im W _j
1611 7\\--NOTCH BOTTOM PLY TO CONCEAL NUT WASHER < w < 5;
COMMON @ 6"O.C. ca 0 w 0- z
CONCEAL NUT WASHER w oFrwzo
A uj 0 0 U)
uxi � _j r 4
3 BEARING WALL FOOTING SECTION a- U- z D bi
DRIVEWAY SLAB OR 4"CONCRETE SLAB,SEE PLAN 131 SECTION THRU SUSPENDED HEADER B2 SECTION THRU SUSPENDED HEADER < 0 < wco C)
PAVERS,SEE ARCH ST-6 ST-6 0 <
0
U)
4"CONCRETE SLAB W/
c)
6x6 W1.4 x W1.4 WWF OR
FIBERMESH
0'-0"A.F.F.
EE ARCH. PEX
-------------
'd "14 DWGS.
-- ------------
C)
v0
T EVAL
E
I#E.3
8"MIN STEMWALL BEYOND AND
�\c E Ns
CONCRETE FTG,SEE PLAN
4�
by
C)
8"x8"THICKENED
LL ul)
FTG AT STEP-DOWN, VAPOR BARRIER
SEE PLAN 4_j C�' '0
C8638F40(:.,CC c .6
cf) 0
A"g2 Q� 141 - -112
GARAGE ENTRY CMU STEMWALL SECTION
-Z
9 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 00 0 v
CURB STEP SECTION FILE COPY ',vo 40.1 461
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 11Q&A
4 00
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MA I%-
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. -I ST-6
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY APEX JOB NO: MA4166
F7
8"MIN
E)
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. ADDRESS:ATLANTIC BEACH DR
LOT-45
DocuSign Envelope ID:230EB2B7-95El-4B92-85A6-6B3E800914E9
ROOF DECK
TRUSSES PARALLEL TO WALL:
2x4 SPF(MIN) NAILER FASTENED ROOF TRUSS
7 Y4@f MAX 16"MAX TO DBL TOP PLT W/1 Od @ 3"O.C. OR RAFTER
2x NO 2 SYP NAILER FASTENED con
AN
TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. 2x4 SPF(MIN) %40
COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO TRUSSES PERPENDICULAR TO WALL: BLOCKING Ez
ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS 2x4 SPF(MIN)BLOCKING BETWEEN EACH o
OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)1 Od W/10d COMMON @ 3"O.C. BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO
COMMON TOE-NAILS. TO DBL TOP PLT W10d @ 4"O.C.
BEAM w/10d @ 4"O.C.
TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD
TRUSS TO BEAM W/
OSB SHEATHING FASTENED %8"OR THICKER CDX HA4 OR TLOK06
0
TO NAILER W/8d COMMON @ 3"
FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH OR OSB FASTENED TO
OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d O.C.AND TO DOUBLE TOP PLATE TRUSSES, RAFTERS
COMMON BETWEEN EACH STUD 0 COMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. 0 2x WALL FRAMING OR BLOCKING W/8d
COMMONS @ 3"EDGE, PORCH BEAM
FASTEN TOP PLATE TO EACH 0 12"FIELD.
7/1 OTHER NTH(2)ROWS OF(4)1 Od
�/16"OSB ATTACHED TO STUDS 6"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD "OPTIONAL GYPSUM CEILING** PORCH BEAM TO POST:
WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" 7/1 WOOD STRUCTURAL (1)MSTA24 LO
O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C.IN FIELD. 6"OSB ATTACHED TO STUDS z 7 Y2"EXTERIOR GYPSUM CEILING BOARD MAY BE SHEATHING POST TO SLAB:
WITH MINIMUM 8d COMMON @ 3" USED IN LIEU OF THE%"OSB OR CDX SPECIFIED ABU POST BASE ANCHOR
O.C.ON EDGE, 12"O.C.IN FIELD. 36"LONG SPF SCAB W/(20)1 Od TO IN THE frrYPICAL PORCH SHEATHING DETAIL," OR DTT2Z
CORNER STUD ONLY WHEN HOLD APPLICABLE AT THIS LOCATION ONLY
DOWNS ARE SPECIFIED ON PLAN. INSTALL GYPSUM W/LONG DIMENSION TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE
w a:
OPTION 1 OPTION 2 OPTION 3 2x SPF CORNER STUDS PERPENDICULAR TO SUPPORTS W/5d x 1%" THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES w -�
wt
COOLER NAIL OR NO.6 x LONG SCREW @ 4" UNLESS NOTED OTHERWISE. w
O.C.EDGE,8"O.C. FIELD 0
jgf R IT
ALTERNATE CORNER DETAIL w-s �_
INTERIOR SHEARWALL La a co
Z:nj az
1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS cuo,s to Lou)
ww
BOTTOM CHORD TO DOUBLE TOP PLATE WITH 1 Od AT 4"O.C. w 0 it 00
a. a
2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE w
Wo a-JW
THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED 9:2.6 ww
ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. 12 CIL 2 il_'
Cc)_-, ou-
z ui"c w uxi
3:0 0
55
w
Ind w S
0
01
2x6 w 10 d D
Lu
2x4 x 02 55 C6
QTO to-ix ww(wo j§
Wowx CL
SHEATH INSIDE FACE ONLY IF NOTED 0
010 2?�_
ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO umi w F 1� W
I—in 0 ?.-W
STOP SHEATHING AT GOAL POST CORNER STUD GROUP W/ Z.
0 Lz)10-- 0<
2-ROWS 1 Od @ 6"O.C. 2 U.-
D-0
STAGGERED. STOP NAILS >4 :3 .0 W
-0 -5 4- -,zo dz<
AT BOTTOM 24"OF STUD :3 3 55 P:(zn :Ec UJ
Z<0_0 00
CID
x
FOR CONNECTOR w
CN cc
NO 2 SYP DOUBLE INSTALLATION WOOR 6_3
xw uz j g 1 30:
rn_2 z
TOP PLATE 0 co
QTB OR DTT2Z >N ��:Z5 2 r-=D
EXTERIOR WALL SHEATHING a
QTO > cc w m a.
TRUSS TO TOP PLATE --- --- JACK AND KING STUDS. SEE 0 8 z�_uj 0.-0
PER TYPICAL WALL /7 PLAN FOR QUANTITIES. 0
(2)MSTA36/MS36 TO INSIDE--\ SECTION,U.N.O.
0 �-_j U)
OR OUTSIDE FACE OF WALL (0 (D PLAN VIEW cn
61' x x GARAGE RETURNS TO BE w c>0 0 uz
04 04 2 100
Z �Z_
NO 2 SYP DOUBLE PER ARCH.DRAWINGS FRAMED AS 2x6. CL 4) <mcd 0
X A - cn cn
TOP PLATE x 20 50-5 is
(D
AT HEADER AT CORNER a.s U)
PLAN VIEW %_ (D ow'0-0z
0 -a
TOTAL NUMBER OF JACK��' SHEATH FRONT FACE QTO CONTINUOUS TO WALL 4) m z 0 Mzo
CRIPPLE STUD AT EACH 1 1111 1 c c t5 =OF-OX .6�;<
U-) AND KING STUDS SHALL BE ONLY WITH 8d c 0
END OF HEADER SILL, DOUBLE TOP PLATE ADDITIONAL WALL STUDS @ cu 0(a U- CL
AS SPECIFIED ON PLAN. COMMON AT 3"ON
z ASSHOWN EDGE, 12"IN FIELD 8 (08--ow
T Moe
71 fi FASTEN SHEATHING TO 16"0. 0. (6 w__jj 0
INSTALL DBL 2x-BLOCKING GARAGE RETURN STUDS, (3)STUDS MINIMUM .2 D cn w W I—
IN FIRST TWO STUD SPACES. EACH JACK STUD TO AT CORNER c: a
x C.X' PER ARCH.DRAWINGS TOP PLATE,AND BOTTOM 0 w 212
FASTEN SHEATHING TO NO.2 SPF HEADER SILL HEADER WITH MSTA24 'Cc E
PLATE AS SHOWN W/8d 0 32 W Z
BLOCKING WITH 8d COMMON 0 -6 �0 Lu-5:3 0
—7— OPTIONAL QTB IN LIEU OF ABU OR COMMON AT 3"O.C. 6- <Dwmmu
EDGE NAIL SHEATHING—/ CL 0 �U_ J
@ 3"O.C. 2x6 JACK/KING STUDS DTT2Z,CONTRACTOR TO VERIFY MIN a)
@ 3"O.C.IN HATCHED QTO CONTINUOUS TO WALL :5
NAILED TOGETHER w/(2) (2)VERTICAL#4 OR#5 REINFORCING a) _T
QTA, U.N.O. DOUBLE TOP PLATE
AREA SHOWN AND MAX 36.5"R.O.
IF ADDITIONAL UPLIFT ANY VERTICAL PANEL ROWS 1 Od COMMON @ 8" BARS EXTEND FROM FOOTING UP DIA.ALL-THREAD W/2" m
ANCHOR IS INSTALLED ROUND WASHER DRILLED
O.C.STAGGERED. INTO CONCRETE CURB W/OPTIONAL E
BREAKS ABOVE 0 0
AS SHOWN,OMIT SPH QUICK TIE AND EPDXIED INTO
CONCRETE W/7"EMBED
CONNECTION AT DOUBLE a)
WINDOW OPENING IF
ANY ARE PRESENT HOLD DOWN OPTION m
TOP PLT _0 cc C
U) U) IN LIEU OF ABU66: c w E
SIMPSON ABU66 POST cc
NOTCH STUDS 18"MAX BOTTOM PLATE
FASTEN STUDS TOGETHER BASE 0) a)
FROM BOTTOM PLATE 0 T
.0 0
w/(1)ROW 1 Od @ 4"O.C. .0 (MAX(1)KING STUD . . . . . .
MONOLITHIC FOOTING 0
0 SPECIFIED ON PLAN MAY
0
OR STEMWALL U)
BE NOTCHED) L_
x 0
INSTALL DTT2Z W/12" #4 OR#5 VERTICAL REINFORCING a)
<
LONG x Y2"DIA DRILL AND INSTALLED IN CURB @ 18"O.C. 4- c
QTA, U.N.O. 0 a)
Z_ z EPDXY ANCHOR MAX,MIN(2)VERTICAL BARS @ >% :2
0
.. ......... .......... EACH RETURN
CL
0
E
-------- -------- CL 0
m
ELEVATION VIEW
E c-
a) D
ELEVATION VIEW _c 0
x 12"EMBED. DRILL V x 12"EMBED. DRILL 4)
AND EPDXY ALL AND EPDXY ALL c U)
THREAD ANCHOR THREAD ANCHOR m E D
!THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL c CL
WSP HEADER DETAILS 0 cn 2- Q)
AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR GARAGE RETURN QTO U
90-DEGREE CORNERS. (ELEVATION VIEW) GARAGE RETURN G 1 (D m
cc
NOTE: EXTERIOR WOOD STRUCTURAL PANEL WALL G4 ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: a) _0 0
(1)HTT5=(1)QTO 0 0
COVERING SERVES AS HEADER OVER OPENING AS
(1)STHD14=(1)QTO(MONOLITHIC) a)
CHANGE IN PLATE HEIGHT INDICATED ON PLAN cu cn
(2)PA51 =(1)QTO(STEMWALL) c
(2)Y4 x V/4"TAPCONS (1)ANCHOR BOLT
c-
-0 0
0
0 M
c: cc
= -ra _1_�
.2 u) c)
a) E <
a)
OL
< c� ma C6
BEAM ABOVE
PER PLAN.
%"x4"EMBED ANCHOR BOLT W/
2"SQUARE WASHER REQUIRED
IN THIS PLATE ONLY. LIJ
2 - 't 00
SINGLE STUD TYPICAL(3) < u c:)
z z c:)
CORNERS. STUD MAY BE 04
CQ >- < Lo LO
AkTOPOFWALL . ORIENTED IN EITHER DIRECTION. 0 0 C) V V_
0 — 04 04 U)
................. ........................................ ................................... .......... ............. ..............................................................................................- ............ .................. .................................................... ............................................ 0
3
C) co
KING AND JACK STUDS F- -J
F 0 r- IV tj im
- 0
04
PER ENGINEERING
_J V UJ C)
HEADER PER PLAN PT NO 2 SYP BOTTOM PLATE LL U') F_ 0) x x
TYP ALL(4)SIDES. C) Z E,=m
u_
FINISH AND TRIM WORK BY
< LU 0 U) 04 0
U--j
BUILDER
u) F- F- Z -04
BEAM(O
R GABLE TRUSS) F-
A-4t:s
U) =) . to
V)
PER PLAN. a- a
WEATHER STRIPPING/STOP
C-9 CL 0 w cn. 5i
0 U-
0 < a- z m Z�-6
GARAGE DOOR
w
0 0
Z
-------------------- ------ -----
<
0mow z
w
-----------------------------
�_ ORWZO
J 11 11 11 11 11 11 �/16"OSB FASTENED TO STUDS W/8d
O.C.ALONG PANEL EDGES. w 0 K
COMMONS @ 3
/6DOOR HEAn �1_
L)
Z =) < bi
2x6 SYP GOAL POST WHEIGHT < 0 < w C/)
DBL STUD GROUP TO SLAB W/LTT20B OR DTT2Z. 0
ATTACHED TO STUDS W/ NOTEW
NO 2.SYP PLANK ORIENTED PLANK HDR TO JACK
IN LIEU OF SPECIFIED DECK SCREWS FOR 0 <
(2)ROWS OF 3-)/2"GALV HEADER,SEE PLAN FOR STUDS w/(2)A35,TYP
O.C. SIZE
DECK SCREWS @ 12 GOAL POST ATTACHMENT,THE GARAGE DBL STUD SUPPORTING BEAMS. EACH BEAM TO 0 ch
EACH SIDE OF HEADER STUD GROUP W/HTS20 OR MSTA24.
DOOR SUPPLIER MAY SPECIFY A
Li
U)
GARAGE DOOR TRACK FASTENING PATTERN OF THE GARAGE
ATTACHED PER MANUF. DOOR TRACK DIRECTLY TO THE KING AND
WRITTEN SPECIFICATIONS JACK STUDS,THROUGH THE GOAL POST.
TYPICAL BOX COLUMN DETAIL Q)
GARAGE DOOR JAMB DETAIL WITHOUT BUCK PLANK HEADER FRAMING ELEVATION *ACTUAL BEAM ORIENTATIONS MAY VARY* PEX r-)
NOTE: PER THE FBC 2010 2304.11 PROTECTION AGAINST DECAY AND TERMITES,
�qdr'?j L
THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED ACCORDING TO ONE OF .......u
q0A E
�r
THE FOLLOWING TWO OPTIONS: 0
E N
8*0 1. 4--J
OPT#1 -BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6"HORIZONTAL
SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8" by: co
1: :3 U- —
VERTICAL SEPARATION FROM GRADE. Ln
OPT#2-BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED DECOECC8638F404.CC
0
*4j - U� a-
SEPARATION ACCORDING TO OPT#1,AND MUST BE FRAMED AND oft
1 .0 0*10 0 'IQ/ 1% 1
SHEATHED WITH PRESERVATIVE-TREATED MATERIAL. FILE COPY
40
OjwV N
'O�OVI
'9
0.- 0
ST-7
APEX JOB NO: MA4166
I\v
—c'
�'r_00 lilt
x
w
kPEX
4f
ADDRESS:ATLANTIC BEACH DR
LOT45