1515 Ocean Boulevard 2013 New Home BUILDER:
Ossi Homes
SUBDIVISION:
Ocean Blvd
•„ LOT NUMBER:
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MODEL: -
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DESIGNED/CHECKED:
DB/DM
2010#DRAG LOAD APPLIED TO T10A. 3430#DRAG LOAD APPLIED TO T11.
REFER TO SHOP DRAWINGS AND REFER TO SHOP DRAWINGS AND
STRUCTURAL ENGINEERING FOR STRUCTURAL ENGINEERING FOR
ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. USS ATI
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J01 J05 �I 1
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Jot accompanying this drawing,
J05 J13. including BCSI-131, should be
used in conjunction with the
JoaIt6 architectural and structural
J08A ti✓o, plans during installation. If
BCSI-61 has not been
J03vo9 J08A shipped to the site with the
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06 building, including bracing to
2'6'- u= as6# T20 =1 278 resist wind, seismic, or other
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2990#DRAG LOAD APPLIED TO T1 2A. bracing for all structural
REFER TO SHOP DRAWINGS AND
ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING ���^ 0 0 0 0 o y✓O STRUCTURAL ENGINEERING FOR elements, is the responsibility
ADDITIONAL INFORMATION.
of the Engineer of Record for
zo'S^-- s'8^ the structure or the building
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL,32224-904.821.5200 8-23-13
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BUILDER:
Ossi Homes
SUBDIVISION:
Ocean Blvd
LOT NUMBER:
1 'N,
MODEL:
Custom
DESIGNED/CHECKED:
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DB/DM
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F02 THA422, ❑ _ _ _ _ _ _ = THA422 F02 Additional instructions
Gu 10-2 3 �- � '- — F02B accompanying this drawing,
F02 THA422 N r N N N N N FG3 including BCSI-B1, should be
FG1 N, N LL F F F used in conjunction with the
architectural and structural
2' 2' 2' 2' io 2 co 2'-. 2, a 2' 2' i` 2' 2' 2' 2' 2' 2' Z
00 plans during installation. If
W BCSI-B1 has not been
r -2' o LL shipped to the site with the
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page, please contact Apex
Technology for a free copy.
1' Permanent bracing for the
W o o 0 °° °° °° °° `° °° °° building, including bracing to
LL LL LL LL LL LL LL LL LL LL LL LL
_ resist wind, seismic, or other
0 o o o O o ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING lateral forces, and permanent
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bracing for all structural
19' 9'8" -- 22'8" 6'10" 1*9 elements, is the responsibility
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the structure or the building
designer, per AN 11-
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DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
NOTES 3,4
NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS
Building Code
DTT2Z (8)Y4'x 1 Y"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN
2010 Florida Buildingand Residential Codes O STUCCO AND DIRECTLY 15 (NOTES 1,2,3) V 0 x 4 Y"EMBED EPDXY OR SCREW ANCHOR CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1 ST LEVEL STRUCTURAL FRAMING PLAN
MIN /2'32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR /e'24/16
O Z ( ST-3A....................1ST LEVEL ROOF FRAMING PLAN
_ ADHERED STONE INSTALLED HORIZONTALLY W!8d COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE
Code for Design Loads = )
ANSI/ASCE 7-10 H H (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 Y2'IN STUD/BEAM/TRUSS, ST 4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
MTS12 (7)10d x 1 %"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
>C � (NOTES 1,2,3) 5/"0 x 6"EMBED ANCHOR IN CONCRETE ,
w = ST-5.......................TYPICAL WALL SECTION SHEET
- J
......... - v� / AN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
ROOF LOADING....................................... Cd 1.25 MIN /s 2416 SP
TOP CHORD LIVE LOAD..................................20 PSF U _j ALL OTHER VENEER W/8d COMMON: 3"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-6......................SECTIONS AND DETAILS
TOP CHORD DEAD LOAD................................7 PSF a ¢ (NOTE 8) HORIZONTAL PANEL EDGES),3"O.C.AT PANEL EDGES, 12"O.C.IN FIELD(BLOCKED (NOTES 1,2,3) 5/"0 x 6"EMBED ANCHOR IN CONCRETE MSTA24/MS24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE)
BOTTOM CHORD LIVE LOAD HORIZONTAL PANEL EDGES)
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) HDQ8-SDS3 (20)SDS Y4'x 3" SCREWS IN STUD GROUP MSTA36/MS36 (13)10d COMMON EACH END
1LEGEND J
ATTICS WITHOUT STORAGE....................... 10 PSF x O N TILE ROOF MIN 5/sz"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 7/"DIA.x12"EMBED ANCHOR IN CONCRETE O
- (NON-CONCURRENT) w z (NOTE 7) PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4'O.C.AT PANEL EDGES AND LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL N
p = 8"O.C. IN THE FIELD (38 16d SINKERS INTO STUDS EOR ENGINEER OF RECORD �
BOTTOM CHORD DEAD LOAD........................5 PSF F- w STHD14 ) (11)10d x 1 /2 IN TRUSS/RAFTER T_
H MIN 15/2"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH (WET EMBED) HTS20 EW EACH WAY !�
O ,� O (11)10d x 1 /"IN STUD OSB ORIENTED STRAND BOARD 000
O = Z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING •
WIND LOADING.................................................C 1.60 w co " 1 WSP WOOD STRUCTURAL PANEL d
Cd= SHANK NAILS: 6"O.C.AT PANEL EDGES,6"O.C. IN THE FIELD. LTT20B (10)10d x 1 /"IN STUDS (5)8d x 1 Y2"IN TRUSS O
ASCE 7-10,3S GUST........................................130 MPH (NOTE 2) Y"x 6"EMBED EPDXY OR SCREW ANCHOR H2.5T/HA8 SYP SOUTHERN YELLOW PINE O
BASIC WIND SPEED FLOOR DECK SHEATHING: 23/2'T&G OSB OR PLYWOOD W!10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE (5)8d x 1 YZ"IN TOP PLATE SPF SPRUCE-PINE-FUR
OSURE
BUILDING D NG CA EGORY..................................... 11 D (NOTE 5) FIELD. CONABU44 (1) (12)16d COMMON& 5/"x 7"DRILL&EPDXY (5)10d x 1 Y2"IN TRUSS O.C.T ON CENTER CONTINUOUS N
MIN /e OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d H8 1 „ 04
ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING. (5)1 O x 1 / IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE,UNO. M
COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD.
INTERNAL PRESSURE COEFF........................ 0.18 (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM
C&C DESIGN PRESSURES.............................. SEE TABLE 1) MIN /e'OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" ABU66 (1) (12)16d COMMON&5/"x D DRILL&EPDXY (9)10d x 1 %"IN STUD LVL 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE )
( SW"DESIGNATED SHEAR WALLS: (12"EMBED AT GARAGE DOOR RETURNS) TSP 1 �
(NOTE 8) O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), (6)10d x 1 /2'IN PLATE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, LINO.
12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). L
FLOOR LOADING..............................................Cd=1.00 HU48, HUC48, (14)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE
TOP CHORD LIVE LOAD..................................40 PSF NOTES: HU28-2, HUC28-2 (6)10d COMMON IN BEAM DSP J O
(8)10d COMMON IN STUD/HEADER
TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32'CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING
BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x 3"LONG). HU410, HUC410, (18)16d COMMON IN HEADER INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS Z
BOTTOM CHORD DEAD LOAD........................5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W!8d GALVANIZED BOX NAILS. HU210-2, (10)10d COMMON IN BEAM OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HUC210-2
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF (4)SDS/a1 "x 1 Y2" SCREWS IN TRUSS/RAFTER INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Q
SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00
TOP CHORD LIVE LOAD..................................60 PSF CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA1 OKT (4)SDS Y4'x 3" SCREWS IN TOP PLATE BOTTOM PLATE ANCHORAGE IS Y2
BOTTOM @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW
TOP CHORD DEAD LOAD...... 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP SPECIFICATIONS)
10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 04 ■
26 16d SINKER IN WALL FRAMING
BOTTOM CHORD LIVE LOAD...........................0 PSF ( ) O
6. 15/2'32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LGT3 12 SDS Y4'x 2%"IN TRUSS STRUCTURAL WOOD BEAM
BOTTOM CHORD DEAD LOAD........................5 PSF ( ) W
MAXIMUM FLOOR TRUSS SPACING...............16"O.C. BULLETIN Q370 WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, Cn
MIN STRUCTURAL REQUIREMENTS ARE �/is'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER NOTES: E-
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y"x12"TITEN HD IS AN FOUNDATION KEYNOTE CALLOUT D
DEFLECTION CRITERIA 7 15/2'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD A
ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS.
ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32'APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. w
TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES 3. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED STUD COLUMN KEYNOTE CALLOUT D
TL MAX 1"UP TO ALTERNATES.REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 0
40'SPAN 3. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. U
OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 4. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST
TL/240 TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (I N O.C.) BASE ANCHORS,CS 18,AND MSTA FLAT STRAPS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS
3
TL MAX /a'
' NOTES 1,2 � w TO ADDITIONAL
WALL FRAMING SIZE AND GRADE, UNO. Z
1 2 STUDS CO �
WOOD I JOISTS............................................... LL/480 � TIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 0
TL/240 BRITTLE FINISH-L/240 FLEXIBLE FINISH-0120 TABLE 8: SPECIFIED SW WALLS 2 DTT2Z
TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEIGHT
&STUD TYPE NOTES 1,2,3,4 BOTTOM OF STUD COLUMN CONNECTION D
NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT •1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 171
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL
FBC 1605.3.1.1. J 2x4 SPF STUD 12 -- - - -- 12 - -- -- -- COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. w w a z Z ❑
2x4 N0.2 SPF 16 12 -- -- -- 16 16 12 -- -- END STUD GROUPS "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN Q � N O ❑ Z w a z
NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE a 0 = Y o a w O
TABLE 1 : COMPONENT AND �+ 0 (2)2x4 NO.2 SPF,2x5 NO.2 SPF 16 16 16 12 -- 16 16 16 16 12 SW TYPE NUMBER OF STUDS EO O 0 � Z p w o w o w a
CLADDING DESIGN PRESSURES 2x6 SPF STUD,2x6 N0.2 SPF SW1,SW2,SW3 2 HEADER STRAPPING KEYNOTE CALLOUT ti Q F W w Z o m 4 a Q 0 W ❑
p 2x4 SPF STUD -- -- -- -- -- - -- - - - SW4 3 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD Z a W O W w p Ow rn N o
z 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP TYPE OF STRAP CONNECTING HEADER TO JACK STUD (q p O m a Z a F W J w z I_ O
WINDOWS AND DOORS < 0 2x4 N0.2 SPF 12 -- -- - - 16 12 -- -- -- REQUIREMENT. 1 MSTA24 U) z a O a > w w N 0 Z n
LL O
1 DTT2Z a P 4 Eq in U, (n w w
EFFECTIVE ZONE DESIGNATION 0 LL (2)2x4 NO.2 SPF,2x5 NO.2 SPF K1NGMACK GROUP BOTTOM CONNECTION W Q W O w I I w 1] Z 0 a
WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) a 2x6 SPF STUD,2x6 N0.2 SPF 12 12 12 12 -- 16 16 16 12 12 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP Z Q I 0 Q j a a I- a z w 4 a
•2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD a F Z � z w w O X 0 - 4 O
0-20 ft2 +29.32 -31.8 +29.32 -39.3 NOTES: �1\/�/ END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM. = 0 w w W I a p 0 ❑ W :10 a w
1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE,UNLESS NOTED OTHERWISE J V V MIN 36"BLOCK W/(20)10d TO END STUD ' m [7 Q a Ej 0 Z W W Z N 0 Q I W
21 -50 ft2 +27.9 -30.39 +27.9 -36.4 NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP z z Q > Fw- 0 0 1- ❑ - 1 a 0z
ON PLAN. W aWOWXQZOQaN w0
w
z - W -
I NOT LISTED STUD D N T APPLICABLE AT THAT WALL HEIGHT. z
2. IF STUD SPACING S SIZ_AND GRADE O
W rn
2 _ _ W
U
a
51 -100 ft +26.2 28.7 26.2 33.0 3. NO BLOCKING IS REQUIRED AT HORIZONTAL.V MD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS END STUDS CONNECTION(NOTES 5,6,7) `�-. HEADER FRAMING KEYNOTE CALLOUT Z z w Q w a m z Z D I_ Z rn � w Z
101 -200 ft2 +24.9 -27.4 +24.9 -30.4 RECOMMENDED WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.,SEE TABLE 2. SW TYPE 1ST LEVEL 2ND LEVEL (2)2x10-1 /2 "WUMBER OF KING STUDS EACH SIDE OF OPENING Z 0 0 Z Q 0 N w a D N Z Z F 0
HOLD DOWN STRAPPING W wZO � mZW ?¢ NWQIFU
VINYL SOFFIT MAX PRESSURE(psf) +29.3 -39.3 TABLE 4: NAI L SIS LEGEND TABLE 5: FASTEN ERS I N SW1 DTT2Z MSTA36/CS18 NUMBER OF JACK STUDS EACH SIDE OF OPENING Q W Q Z } z W Q n m a Z a W n E
_� F- F- IZp Y > ZwaOWFaa
NOTES 1,2,3,4 PRESSURE TREA rED LUMBER SW2 HTT4 (2)MSTA36/CS18 SIZE OF HEADER(ALL HEADERS TO BE N0.2 SYP z W Q - U a O I w Z Q
SW3 HTT5 (3)MSTA36/CS18 UNLESS DESIGNATED AS LSL, LVL, PSL,OR WSP) 0 � w F- ? 3 ai a 0 Q 0 Pi F1 ? 00 o
GARAGE DOOR PRESSURE SEE FRAMING PLAN
DIAMETER LENGTH
t
8d COMMON 0.131" 2%" SW4 HDQ8 (4)MSTA36/CS18 NUMBER OF PLIES IN HEADER
PRESERVATIVE FASTENER TYPE
IJ_
SHEET NO.:
Sd RINGSHANK 0.113" 2-3/8"
SDWt SCREW KEYNOTE CALLOUT
10d x 1-/" 0.148' 1-/' R I I A. Z
1 1 ACZA STANDARD CARBON STEEL BOTTOM PLATE ANCHOR SPACING(NOTE 7) 0 ST-1
10d 0.131" 3" STAINLESS CONNECTORS AND
SODIUM BORATE(NOTE 1) FASTENERS REQUIRED. SW TYPE MAX ANCHOR SPACING ON CENTER SPACING(INCHES)OF SDWC15600 CONNECTING TOP PLATE TO STUD AND STRUCTURAL
1Od COMMON 0.148' 3" SW1 48"O.C. #O.C. SDWC15450 CONNECTING STUD TO BOTTOM PLATE, IF APPLICABLE O
12d COMMON 0.148" 3 Ya" CONNECTORS MUST HAVE IF ISW2,SW3,SW4 24"O.C. 1 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS o- SPECIFICATIONS
Y4
16d SINKER 0.148" 3-Y4" ALL OTHER PT Z-MAX,G120 OR TRIPLE ZINC NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 0 JOB NO.:
1 (INCLUDING ACQ& MCQ) COATED FINISH.
16d COMMON 0.162 3-/" ALL FASTENERS MUST BE HOT µ - U AT2530
DIPPED GALVANIZED. Q.
NOTES: FRAMING NO1ES
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES:
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON NOTES: 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR 1 ,� +Lr; SUBDIVISION:
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE APPLICATIONS. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED•!T{ } ® 1515 Ocean Blvd
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BUILDING'S MAIN WIND FORCE RESISTINfp SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF THE SPECIFIED DEPTH,,IN A HOLE AS SPECIFIED BY MANF(TYPICALLY 16'TO 1"GREATER THAN SPECIFIEb
WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. ANCHOR DIAMETER ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM P j
i BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. DIAMETER).
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. LOT NO.:
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, LINO. ALL WATERPROOFING AN
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED ANDS i
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS 4. SWB-SEE'SWB-SPECIAL SHEAR WALL DETAIL",LOCATED ON THE DETAIL SHEET. DETAILED BY OTHER. 1.
5. 2ND LEVEL SW"SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENT 0 FLOOR PLAN:
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. OD
LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. L��,.
• HOLD DOWN WITH FULL-HEIGHT I"DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. L �r J Custom
• 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W!STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER.
DOWN. 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAG G Z DESIGNED:
6. DESIGNATED"SW°SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOEDOWNS SPECIFIED, UNO. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO F --"
7. SEE WALL SECTION SHEET FOR RECOMME=NDED BOTTOM PLATE ANCHOR OPTIONS . SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 6. FASTEN ALL STUDS S AND RAF AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON Eprj
LS. U SCP�JEF
7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. � W
L. CONCRETE AND FOU DATION NOTES 8. ALL MULTI-PLY TRUSS BIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHINGR OR �, REVIEWED:
BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL d pgM
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). x
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). Z 0 Q REVISIONS DATE
3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). HEADER FRAMING z r
4. ALL REINFORCING STEEL SHALL HAVE00 DEGREE BEND AT CORNERS WITH A 24"LAP. 1. ALL HEADER JACK AND KUNG STUDS DS SHALL BE FASTENED TO EACH OTHER WITH 2 ROWS 10d 8
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. STAGGERED. O &f E O q �-
3.2 FT 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 2. W8P HEADERS ARE WOtD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIRE E U m
ST FLOOR (NP) END ZONE 7. EARTH AND EARTH FILL SUPPORTING)LABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH
DESIGNATION FRC 2010 TABLE R401.4.1,AND SHALL FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF • SHEATHING TOM CH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. P4 W
j • ATTACH TO ALL FMING MEMBERS KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ET O Z
MODIFIED PROCTOR MAXIMUM DRY D SITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. ( )
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND COMMON @ 3"O.0
SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. EITHER TOP OR Bl7TOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENIN 0
9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF MUST BE EDGE NA ED TO CONTINUOUS PLY OF PLATE
THIS CONDITION EXISTS. • NO.2 SPF HEADER JILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END IOPENING
10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR 3. WALL SHEATHING ABOV MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICA W ra Q
ALTERNATIVE METHODS. SECTION SHEET)FROM P OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING W a Z
11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 4. FASTEN ALL MULTI-PLY ADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. ,STAGGERED AEON
ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, 5. FASTEN ALL HEADERS T KING STUDS WITH(3)8d TOE NAILS AND(1)SDWC15600 PER SIDE. �
CONTACT THE ENGINEER OF RECORD. 6. IF HEADER NOT SPECIFI ,CONTACT ENGINEER OF RECORD. 0
7. UNO ON PLAN, MIN(1)S C15600 TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TTOMPLAE_
PRE-ENGINEERED TRUSSES & I-JOISTS FIRSTT FLOOR HFA ER W E CONNECTION RE INA 2NDRED CLEVIEL FDE OLOOR SYSTEMF OPENING ISBOVE.TION REQUIRED FOR OPE AT U
8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR LL
1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE OPENINGS 3 FT OR LESS DR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Q •
SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH
L _
TOP PLATE TO HDR W/SDWC15600 MAX 32"
O C AS SHOWN "ALTERNATE SECTION(HEADERS), -
@ S ST 5 co
E )
SUBMITTED TO T ENGINEER R F RECORD R APPROVAL ANSI/TPI 2002 AND H G E O ECO O OVAL PRIOR TO FABRICATION. DESIGN CRITERIA 1
C A S LOCATED ON SHEET
• SPH w/ 12 10d x 1-Y" 16"O.C. OR ♦i
( ) 2 _
� ET. TEMPORARYBRA IN @ �
- C G SHALL BE THE RESPONSIBILITY F T
STA OF THE PLANS O THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER . DSP w/(14)10d x 1-%"@ 16"O.C. OR �� S •IN E�� (�♦♦♦
CONSTRUCTION I COMPLETE. • FASTEN TRUSS'DIRECTLY TO HEADER w/MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY .� * O
2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING,BEARING LOCATION AND NAMING EOR). J : � �• �
CONVENTION OF THE LAYOUT SHOWN HERE. ) 'a: >> .7
3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL
WITH THE TRUSS SHOP DRAWINGS. OPENINGS > 6�
OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED S
4. TRUSS UPLIFT HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE U
S HA U G E DESIGN OF THE UPLIFT
2X4 WALLS PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/
a `; � (6)12d COMMON TOE-NAILS AT EACH E:ND. W �C
RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED.
3.2 FT 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. OPEN I NGS > 8� OPENINGS IN 2x6 STUD WALLS GREATER THAN 8'REQUIRE A(2)2x6 N0.2 SPF PLANK ORIENTED X �i� ••q I p A
2ND FLOOR END ZONE 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE-NAILS AT EACH END.
W ♦♦ ti \N����
(NP) DESIGNATION ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. (2X6 WALLS `%%
MET a P.E. N0'14 57
AL CONNECTOR ENGINEERING 08-29-2013
CRETE SLAB W/
aW1.4)`ON�w1.4WWF OR FOUND TION KEYNOTES.��
6x6W1.4x FIBERMESH GENERAL FOUNDATION NOTES
1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE
8"MIN Q 8"x8"DELP THICKENED EDGE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010
7, A W/(1�tONT TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE
\\\\\\\\/�\\//�\\ \\// 28"MAX SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED
/ / / / / / PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S
�\ \\ ° �/ / /�\ \//\//\ � 12 DEEB FTG W/#4 @ 12' RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
B
IER I\ ,\ \ \ \ \ \ EW UND
�R BOX COLUMN
VAPOR BARFt� \/\ °. °. IN/
12 MIN./ //\//\/ \� 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
(D
\ \��\\\ \\/\\ \\ \\ \� SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL
/ 16"SQxl2"DEEP FTG W/ FOUNDATION WORK MAY BE REQUIRED.
C 3 EW 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN
r
ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL
FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK PLANS FOR LOCATION OF SLIDING GLASS DOORS.
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN Q 24"SQx20"DEEP FTG W/ 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE.
D
(34 EW SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. p
12"UNDER 1 STORY WALL
N
WITH(2)#4 OR(2#5 CONT ADDITIONAL NO.4 OR NO.5
BAR IN BRICK LEDGE Q (j SQx20"DEEP FTG W/4#4 EW N ■'�
16"UNDER 2 STORY WALL
WITH(3)#4 OR(2)#5 CONT 9
36"SQx20"DEEP FTG W/ Cn
0)�L
ONOLITHIC FOOTING SECTION Q (4)#4 EW
IF GROUND ADJACENT TO FTG SLOPES DOWN T / N
AND AWAY FROM STRUCTURE STEEPER THAN 48"SQx24"DEEP FTG W
1'-0"VERTICALLY PER T-O"HORIZONTALLY, Q (5)#4 EW,T&B M
CONTRACTOR HAS TWO CHOICES: 4"CONCRETE SLAB F
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE 6x6 OR x W1.4 WWF Li
OR FIBER MESH
OF EOR TO PREVENT EROSION OF SOIL. 8"CMU CHAIR BLOCK W/ LLI
2. USE STEMWALL FOOTING
TOP OF SLAB (1)#5 CONT. J O
---- �
/ /----1 Z
(2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF j//\\� g O
z
OR FIBERMESH VAPOR BARRIER ���\\N co L U
-- -- -- =-=-- 9-= =- -- V, Q
#4 OR#5 VERT REINFORCING /\ /\\/\/ O • —
\r\\/\\/\\/, \//\ 58'-5" UP TO 3 COURSES: 72'O.C. ��\\\\ \\\\\\ W
\ \ \ ° G a \\ \\r\\/\\ N
4 TO 5 COURSES: 48 O.C. // / / /1//
NN
\j/ H
16" / VAPOR BARRIER r\\/ .� � .'_ _� ° \\ (A Cn
BEARING WALL FOOTING SECTION \ \, ADDITIONAL#a
FOOTING TO BEAR ON FIRM r..
`{J //� / BRICK LEDGE U
I— - - - - - - - - - - - - -� - - - - - - - - - - - -�_- - - - 0
- - - - - - - - - - - - - - - - - - - - - - I UNDISTURBED SOIL
I I I I I I I I 4"OPT BRICK LEDGE
1 ( 1 I I I I VERTICAL REINFORCEMENT NOTED ON FND PLAN Q
I SIN 2 1 TO HAVE 6"BEND AT BOTTOM a
N
I
I 1 I I I
_ I
Z
, 2 I
<O
0-6 1 co I I I I I I 1 I CAST-IN-PLACE FOOTING SPECS O
FORM&POUR REMAINDER I I I „ I 1 I I 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT
I 5'-0" 15'-10" T-10 T-10" 6'a 3'-4" 19'-9' I I 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT
4"CONCRETE SLAB W/ OF CURB W/(1)#5 1
6x6 W1.4 x W1.4 WWF OR CONTINUOUS VERT I
LO
FIBERMESH 0'-0"A.F.F. @ 48"O.C. 1 —I — 1 1 I I I I j 1 CMU STEMWALL SECTION ti w w z ❑
o-=-----
SEE ARCH. I- - - - I 1 I i i I I I I ( IL aEJ �, ❑ ozIrQz
3 I 1 ( I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK w w
° .4 ° DWGS. I I I I LA. - wVI- o w ❑
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 z v o 13 -
r\/\ �a--------- I •: I _ "� I I �iN I I I I I �i �n ❑ ❑ - � Z �n o ❑ �n �
/r ° ° b r I I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS n y a z w m J z z ❑
\ \ 8"MIN :. I I I I I 1 I I Q � ww - omaMa � wLL
L — — — co I b MAY BE OBTAINED FROM THE ENGINEER OF RECORD. O F ) D _ F ❑ U I
— — — — — — — — _ — — — — — — J 1 3 I I I I I o 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Z w w w ❑ w w o '� N �'
I _
8"x8"THICKENED 8" I 1 1 I I I 1 I 1 "' ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. U) D ❑ m a z F w � m z z ❑
I_ - - - - - -- - - - - - - - I 3 2 cn 4 P < Oww ww zwm
FTG AT STEP-DOWN, r —
SEEPLAN VAPOR BARRIER i 11 - - - - - - -o � I I I 1 1 ? aLd IpQjmmHFIzwaw
W a
1 1 6 Q � zFZWozI° Xofo ❑
0 1 a •� D Ld w m l a D 0 ❑ w 7 0 a W
—1— — - - - - - - - - - - - - -- - - - - - - 1 I I I I ( 0'-0"A.F.F. m ❑ aQWWZ0wzrn ❑ a � w
CURB STEP SECTION 1 1 L _ _ _ _ J L _ _ I I (BEYOND)) U-BLOCK W/ w azo "- --° Za ° muli� °M �z-,-,
1 4"FLOATING CONCRETE W (1)#5 CONT W w w Z w < w N w Z
I _ w a IP O _ 3 w w
1 1 - - - - - - - - - - - -� I 1
SLAB W/6x6 W1.4xW1.4 Q Z z2 > ZQmzZ � cFi ❑ w7 -
4 I I 4 I 1 4 VWVF OR FIBERMESH > _ (� ZD ❑ Z > Lmwa0Nzz1 �
M i I 1 2
>'.� ' Z ww0 Mz - ix4 - z3 � a
1 1 - -�� — �• - '.= cn FINISH W wz ❑ � ❑ wtw7H N � � � ❑ -
r. co GRADE HIZ -1- Y :1 a: F �
W Q IaZ > zla � W � - waw
1 I I — J 1 \ \ \ \ \ \ \ \ \/\/\ \/` \ \ z n a v ❑ I w o z a
rOLIZ
/i / / / / / / / / / 'ter /
/ /
6 I I \/.\ /� /�\�\/\ \/\/\/\/� /\//\/ O
4"CONCRETE SLAB NO 4 OR NO 5 @18' O.C. i I 1 I r _ — — — — — — J \\ \ /\/\/\%\°'r \ \ J
W/9 BEND @BOTTOM 1 / /\/\/\/�XX /\//\ L�
\/\/\/\/ Q /\/ SHEET NO.:
W/6x6 W1.4 x W1.4 1 °Q ( #4 OR#5 VERT Z
WWF OR FIBERMESH VARIES ( 7 6 1 I r O
I REINFORCING @ I \ \\ \\/ ST
/ /
8"MIN I I N 1 I I I I MAX 72"O.C. °. . ° i° L Q
w FOUNDATION
28"MAX 1 I
\ --- - p
\ I� \\�\\�\\�\ PLAN
\ a 12"MIN. A \ \ V I 1 ( r�
�// ° ti// ,r r / // // // // r I 1 I FOOTING TO BEAR ON FIRM —' /\ p JOB No.:
\/ \/\/\/\/\\ 1 I I /� I U
VAPOR BARRIER \//\ t — — — I Q
I I I 2 1 UNDISTURBED SOIL
ADDITIONAL#a OR#5 530
_ I Q IN BRICK LEDGE
r / IVERT REINFORCEMENT TO
ch — SUBDIVISION:
6"OPT. EXTENSION IN BRICK I 1 � — — — — — — 1 HAVE 6"BEND @ BOTTOM
— 4"OPT BRICK LEDGE p 1515 Ocean Blvd
LOCATIONS ON FND PLAN I I 1 I 1 I 1 1 NOTED ON FND PLAN J
1 9 7 I I 1 I CAST-IN-PLACE FOOTING SPECS Q
12"UNDER 1 STORY WALL �J 19 1 I I I 1-ST( ZY:8"x 16"W/(2)#4 OR(2#5 CONT
WITH(2#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I I 1 I 1 I I I D 1 2-STORE': 10"x 20"W/(3)#4 OR(2)#5 CONT LOT NO.:
BAR IN BRICK LEDGE I L _ _ - - - - - - - - - - - - - - - - - - J I 1 1 2 1 1 1 Z
16"UNDER 2 STORY WALL
I WITH(3W4 OR(2)#5 CONT I o 1
L _ — _ _ _ _ - - - _ _ _ — _ _ _ _ J r CMUSTEMWALLSECTION FLOOR PLAN:
_- -_- - - 1
7
GARAGE EXT WALL CURB SECTION I �C•}�'•. 1 1 I I J 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK CUStOtYI
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 Z DESIGNED:
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
j 0'-4" 0'-4" MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W SCP/JEF
A 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
2'-4" 16'-0" 1'-0" 1'-4" 7'-4" ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. H REVIEWED:
•SOLID FILLED CMU PIER, (2)TOTAL @ GARAGE W DBM
•PROVIDE(1)#5 VERTICAL FULL HEIGHT @ EACH 20'-0" 8'-8" 22'-9" T-0"
LOCATION DESIGNATED W/AN"X",VERTICAL REINF W
TO BEND @ BOTTOM AND TIE INTO FTG REINF. Q REVISIONS DATE
•CMU PIER ON 20"DEEP FOOTING W/#4 @ 12"O.C. 58'-5"
EACH WAY, FOOTING PROJECTED MIN.6"LARGER
THAN PIER ON ALL SIDES A m
SLAB OR
4"CONCRETE SLAB,SEE PLAN4"CONCRETE SLAB W/ �)RIVEWAY
AVERS,SEE ARCH Z
6x6 W1.4 x W1.4 WWF OR
FIBERMESH O
0'-0"A.F.F.
�o---d=-a-e----e=-=.--� DWGSRCH.
W
�, \ \/�
a° 0
VAPOR BARRIER /\ \\\ / / STEMWALL BEYOND AND U
12"UNDER 1 STORY WALL /\\//\\/ a PEX
CONCRETE FTG,SEE PLAN W
WITH 2 OR(2#5 CONT \ \N No
\/\
16"UNDER 2 STORY WALL \/\\\ ° ° ° \\/\ ���,, ENS ERIC
• •4f '0I
WITH(3#4 OR(2)#5 CONT
n GARAGE ENTRY CMU STEMWALL SECTION
BEARING CURB STEP SECTION 9 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 = '
FOUNDATION PLAN �4 O COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS w ;'T� •S
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. H O
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY X �� �tiT t p A '!��
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. W 0 ••••••••••'•••
METAL CONNECTOR ENGINEERING P. `1w.rAWy
08-29-2013
i
FRAMING KEYNOTES METAL CONNECTOR
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN
OPENINGS.
2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET.IN
LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP
PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE
ON DETAIL SHEET.
3. ATTACH SW TO FLOOR DIAPHRAGM PER 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. p
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH O
FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. LO
V 4. PORCH BEAM FRAMING NOTES 04
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. 9
(n
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. N
PORCH BEAM TO STUDS W/HTS20 OR MSTA24. N
N
M
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. J
PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. u-
W
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. J
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O
PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, Z
MSTA24. POST DOWN STUDS TO STUDS BELOW w/HTS20 OR
MSTA24.
BALLOON FRAME WALL TO 2ND D. BEAM ATTACHED TO EXISTING FRAMING U
LEVEL DBL TOP PLT W/(2)2x8 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK
NO.2 SYP @ 16"O.C. OR
TIMBERSTRAND 1.55E-(3)11/4"4%" STUDS w/SIMPSON HUC HANGER MATCHING PORCH BEAMC4 0
•MIN(4)JACK/KING STUDS REQUIRED THIS SW.� LSL @ 12"O.C. SWC DIMENSIONS.
SIDE OF OPENING Cn
•FASTEN ALL STUDS TOGETHER W/(2)ROWS - 2 STUDS C9 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER
10d @ 8"O.C.STAGGERED NOTE 6 I MSTA24 TYPICAL WALL SECTION SHEET.
•HEADER TO JACK STUDS W/MSTA24 - DTT2Z o f-
6. HIGH UPLIFT CONNECTION: (n
•STUD GROUP TO SLAB W/DTT2Z PER"SWI"
SPECIFICATIONSN •TYPICAL TOP PLATE TO STUD CONNECTION @ 16"O.0 OR �
THREADED ROD @ 48"O.C. PER ADDENDUM.
(2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/2 •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL Q
(2)2x6-1/1 (2)2x6-1/2 (2)2x6-1/2 M
STUD"@ MAX 32"O.0 OR THREADED ROD AT 48"O.C. PER U
U
M 0
ADDENDUM. Y
M
•1ST LEVEL STUD TO BOTTOM PLATE W/SDWC15450 @ 16"O.C. Q
ch 0 OR THREADED ROD @ 48"O.C. PER ADDENDUM.
------- 1 -------LU W z Z
2 STUDS z O I II it
w z ------- IIIL
-
------ O
- HTT4 !-------it ------- (2)2x6-112
CDi
CD
i -------
r- ---- Lf)
I I I I N n X 0 Z I
- It
--- 1 I ------- W W w Q ❑
------- O Q � IA ❑ ❑ z LL 4 N
- 2STUDS oG w z - W LL Q z -
pfY (2)2x -1/1 2 MSTA24j
U] ❑ p � FZUWQ WUNx
� _ I 1 HTT5 J } ao ZW � Jmjzz ❑
_ LL QF- W W - OmQ � Q ❑ Wli
HOLD BACK m g
LEAD STUD OF (2)2x8-2/2 - O w w 0 Q N w w ❑ U D
PERPENDICULAR MW Z Q0M IrW ❑ WWJQwNNQ0
SW3 >> O 2 MSTA24 � � fn zM01 [}7NIwwJm � wU
WALL%"FOR SW 7 ~ (n Z p rn LI
SHEATHING TO z W Q w O N n
B CONTINUOUS 1 HTT5 FF04010zwIaIQp
- 2STUDS �w _ e,y. D awwa = Mw - ❑ W :1 ir
w
2)2X8-1/ m [7 Q M V W z W W Z un ❑ Q I w
- HTT4 � � W zjZQw - P- zQpwN� M6
U_
- 5STUDS 0w W w � Q � Wf � Q � pN WW
(q 1 MSTA24 O � (2)2x6-1/2 Z Z = } Z< 0 - _ j000< w0
s - --
u. (7 L7 ❑ Z } liWWa ❑ N ? ZI -
1 DTT2Z c7 _
2STUDS � �_ W Ww _j W0 WWQXFU
2 ANCHOR � ~ 2 2x6-1/2 Q IQz > ZIQUwC � OHZ 19 QIi
( ) FznQ �� o � oiOwwZ �
STUDS 0w w � L3ilw- ? 3NILIn < 0riPZLiE
00 a p - 3 STUDS w
- HTT4 J 'U z D M 1 MSTA24 NOTE 4 LL
� C9 _ __ � 1 DTT2Z I Z SHEET NO.:
i O ST-3
I I
STRUCTURAL
a FRAMING PLAN
I I
I JOB NO.:
(2)2 2-1/2 (3)2x12 PT i 0
2 STUDS z o (2)2x8-2/2 I AT2530
- HTT4 i SUBDIVISION:
5 1515 Ocean Blvd
PARALLAM PSL M 1 DTT2Z i Iii
2.0E-5%4'x 18"x 19'-9"LONG 00
' I I Q
- 3 STUDS w NOTE 6 M i LOT NO.:
GARAGE DOOR DESIGN _ _ O O I
(2)2x6-1/2 TLO (2)2x6-1/2 I I Z
WIND LOAD(PSF): NOTE 1 -- Zx-IZPT
NOTE 1 --- (}r) FLOOR PLAN:
+25.43/-28.66 2 2x12 %qft ------------
------------------------------------------ -
O Custom
NOTE 4 2 MSTA24 `S 1 MSTA24 NOTE 4 6x6 NO.2 SYP PT POST TO O
NOTE 4 Z DESIGNED:
P SHEATH PORTAL FRAME BEFORE I DTT2Z - '- ALIGN DIRECTLY BELOW _
FRAMING COLUMNS - 3 STUDS u- III2ND2ND LEVEL POST U SCP/JEF
ST$ O •(3)JACK STUDS REQUIRED THIS SIDE OF
*'"SPECIAL FRAMING*** - D2Z (to OPENING H REVIEWED:
D •FASTEN ALL STUDS TOGETHER W/(2)ROWS
ST-6 GARAGE PORTAL FRAME 10d @ 8"O.C.STAGGERED ui DBM
•HEADER TO JACK STUDS W/(2)MSTA24 Q REVISIONS DATE
•JACK/KING GROUP TO SLAB W/HTT4 p v
ST-6
a
m
Z
O
W
Q
Z
OA
PEXO
H
1--
U
Q
} ���� •8fi• 11Eh9 ••.G '��i
C� •� -'EN ER •% 1.
z
T LEVEL STRUCTURAL FRAMING PLAN 1 /4 = 1 0 -- � •11 �r. ..• • •��,��
FIRS W
Q Deray
METAL CONNECTOR ENGINEERING P.E�08-299-20I N
j -2013 3
I
I
;C
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 SW DBL TOP PLT W/10d @ 3"O.C.
• FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C.
2. TYPICAL BEARING BLOCK
• BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH
DIMENSION OF TRUSS MEMBER.
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 0
3. LEDGER FRAMING NOTES: Ln
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT N W
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00
24"O.C. SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED CA
Cn
LOCATIONS ON PLAN I
• SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N
PROTECTION AGAINST CORROSION N (D
• IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH
M
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT -I
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL
W
ROOF FRAMING LEDGER: -�
2x6....................(4)12d COMMON
2x8....................(6)12d COMMON > OZ
2x10..................(8)12d COMMON 0
2x12..................(10)12d COMMON Y
FLOOR FRAMING LEDGER(W/NAILS):
U
584" PT 2x6................(3)16d COMMON
PT 2x8................(5)16d COMMON -
PT 2x10..............(7)16d COMMON 0 —
PT 2x12..............(9)16d COMMON
Md (` LU Cn
L1J r r mt Ln Ul L(� Ln LA LO co wLJ.I N M M M Nt V IV I' V V I' U') CD CO wFLOOR FRAMING LEDGER(VN/SCREWS):
O O O O O O O O O O 0 C ) r- r- r' T_ T_ V_ T_ T_ T_ T_ T_ 0 PT 2x6................(3)%"x 4-Y2"LONG#14 WOOD SCREWS Cf)LL LL LL LL LL LL L- LL LL LL LL LL LL LL LL LL IL LL LL LL LL LL LL LL LL LL LL
LL PT 2x8................(5)Ya"X 4-%"LONG#14 WOOD SCREWS �
Cn
PT 2x10..............(7)Ya"X 4-Y2"LONG#14 WOOD SCREWS
El PT 2x12..............(9)%"X 4-%"LONG#14 WOOD SCREWS 0
U
W 0
4. OVERFRAMING NOTES Y
• ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX.
LL. • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. a
• FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d Z
COMMONS MIN. 0
1
• EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT
SO iO 2, 2' 2 2' 2' 2, 2' 2, 2' 2' 2' 2' 2' CONNECTOR. F-
e ALL RIDGE BOARDS OBE 2x8 DMIN.
F19
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Cn
N r RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. LO X 0
1� WW Q p0
0.NOT 1 CN' RAFTER SPAN SCHEDULE Q � _N 0 0 W W x z
(2)HTS20 Q N N _ O.C. ~ `` 0z = moF00W0
2 V SPACING LUMBER SIZE J ❑ 0 - z 0 J 0 W 0 m 0:
Q Q (2)HTS20 2x6 2x8 2x10 2x12 ~ Q F W W Z O m Q Q z W 0
r AI 4 2 2 O W � x > QEWW- 00 2
p � HTU26-2' W H E— 12" Z 0aw0 F-0: -1 No °�
14'-5" 18'-3" 21'-8" 25'6"
� ^ I_ J L J L FG5 16�� 12'-6" 15'-10" 18'-9" 22'-1" CO 0 � ma > ww � NJm � ZU
w `° THA422J THA 2 F20 U_ HTU26-2 0� w Q IL In I w w N ►- N w w
� � F02 , Q � 0 24 10'-2" 12'-11" 15'4" 18'-0" Z 41 " JJMMHHOZWQL
� a r , r L F02 m W 20 L.L./15 D.L.#2 SYP U) < z lZ - Z W O - O x j - 4 m
� � F02 THA422J rTHA422 moi m � QxWLlZ Ldzno' Q � W
;n o w m U_ _j CEILING JOIST SPAN SCHEDULE z z a X 0 0 t- 0 - = w 0 Z
L = Q < F: wm_ M -
M z z r F02 a U U O.C. LUMBER SIZE LI w w z W X Q W - Q L z
N o w THA422J (2)H 20 THA422 O SPACING Z z = } Z a Z °z0. o Z � w Z
co m m F02 N N N N N N N w
C14 04 04 04 � NV � L 0 � 0 2x4 2x6 2x8 2x10 (' EOmZ > OInWaONZZFO
F02 zzz z Z ❑ Qmz - MQ z
a Q Q Q Q Q Q Q r w 12" 11'-10" 18'-8" 24'-7" 26'-0" Lij W wj U] 3 2 4
co F02 THA422, ❑ GU 10-2 3 ~ F- F- I=— F-- F- F- THA422 N a 16" 10'-9° 16-11" 21'-7" 25'-7" Q = F = z F F Y j Z w ° w ta-
w
J L J L J L J L J L J L J L 0
o � F 2 .. _ Zwa - nM0 = w zQ
4 9'3" 13'-11" 17' 7 20'-11" 0
THA422J 00 N N N N N N N ( G3 10 L.L./5 D.L.#2 SYP D c, Z 3 N a to Q 0 ri Z 0 0
LL r � r � r � r � r � r � r -t r �
❑ w QFJF- 2 OJ
x U
N a F02 w �t �r �r �t � J
LU 1 - ' Q Q Q Q Q Q Q LL
N, r Cq , , LL I- F- F- I- F- F- 1- O SHEET No.: _
CNIIRTBEAM SCHEDULE ST 3A
(2)HTS20_/
= _ •2x12 N 2 SYP PT JOISTS @ 16"O.C. F-
o ;n °0 •JOIST O LEDGER w/LUS210 ROOF FRAMING
F- 2' 2 2' 2' 2 2 2 2 2 2 2 2 2' 2 2 2 2 •RIP JO T TO ESTABLISH SLOPE BEAM NO. BEAM SIZE AND TYPE NOTES O
PER B I DER CL PLAN
0 JOB NO.:
r 2' T Tr B01 3/"x16"LSL -- Q AT2530
SUBDIVISION:
BEAM SCHEDULE NOTES p 1515 Ocean Blvd
(2) S20 ( HTS20 1. FASTEN EACH PLY W/(3)ROWS 10d @ 12"O.C.STAGGERED. J
2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C.STAGGERED. LL
2x12 N0.2 SYP 3. FASTEN PLIES W/(2)ROWS %"DIA.THRU BOLT W/NUT AND Q
(2)H EE NOTE 3
20 SLEDGER, WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. : LOT NO.:
SE
w z --
1'6" 0
3� LL N FLOOR PLAN:
COO 00 00 00 00 00 00
U_ LLLLL 0 LL � L� L LL L L L_ NOTES OJ CUStOCTt
LL 1. FLASHING&WATERPROOFING ARE O DESIGNED:
•2x10 NO 2 SYP RIBBON BOARD,FASTEN TO EACH FLOOR TRUSS END "NOTE TO FRAMER" OUTSIDE OF STRUCTURAL ENGINEERS Z
VERTICAL W/(6)10d I` 00 CA O O BEAM B01 MUST ALIGN SCOPE&SHALL BE DESIGNED& U SCP/JEF
•ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/MTS12 UNO O O O T_ DIRECTLY BELOW SECOND SUPPLIED BY BUILDER w
LL LL LL LL LL F- REVIEWED:
2x10 NO 2 SYP RIBBON BOARD, FASTEN FLOOR SW2 2. BUILDER TO SUBMIT SHOP DRAWINGS OF
TO EACH FLOOR TRUSS END VERTICAL W/(6)10d PROPOSED HANDRAIL CONSTRUCTION a DBM
FOR APPROVAL BY EOR PRIOR TO Q REVISIONS DATE
CONSTRUCTION &INSPECTION. a
m
19' 9'8" 22'8" 6'10' 3
Z
58-4"
TRUSS ENGINEERING NOTES: z i
• UNLESS SPRCIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING
TO THE TYPICAL WALL SECTION SHEET. v
• ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Q 0 �
Cn ,,
SE
O •�
NO 710
s
11 — IU F
FIRST LEVEL ROOF FRAMING PLAN 1 /4 - 11011 �. Op
Q 43arg��,fwfa %
METAL CONNECTOR ENGINEERING P.E. 17II1483
08-29-2013
FRAMING KEYNOTES (METAL CONNECTOR)
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
s
1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN
OPENINGS. •
2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN
LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP
PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE
ON DETAIL SHEET.
3. ATTACH SW TO FLOOR DIAPHRAGM PER 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. p
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH p
FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C.
4. PORCH BEAM FRAMING NOTES N
00
' 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 I
ELEVATION. 3%2"MINIMUM BEARING REQUIRED IN WALL. N
PORCH BEAM TO STUDS W/HTS20 OR MSTA24. N
N
M
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. J
PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. LL
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. L
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR J
PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, 5; O
MSTA24. POST DOWN STUDS TO STUDS BELOW w/HTS20 OR Z
MSTA24. 0
U)
I Y
D. BEAM ATTACHED TO EXISTING FRAMING Q
ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK
STUDS w/SIMPSON HUC HANGER MATCHING PORCH BEAM
BALLOON FRAME WALL TO 2ND DIMENSIONS. p
LEVEL DBL TOP PLT W/(2)2x8 't
•ADDITIONAL STUDS REQUIRED TO PROVIDE FULL NO.2 SYP @ 16"O.C. OR 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER H
BEARING BELOW ROOF GIRDER,MIN(4)STUDS TIMBERSTRAND 1.55E-(3)13/4"4%" TYPICAL WALL SECTION SHEET.
•FASTEN ALL STUDS TOGETHER W/(2)ROWS 10d @ - 2STUDS t7 N LSL @ 12"O.C. - 2STUDS C9� 2 2STUDS LL w
NOTE 6
O p 6. HIGH UPLIFT CONNECTION:
8"O.C.STAGGERED O TYPICAL TOP PLATE TO STUD CONNECTION 16"O.0 OR ~
CS18 0 - (2)CS18 0 - CS18 oc - @
•HEADER TO JACK STUDS W/MSTA24 ~ O THREADED ROD @ 48"O.C. PER ADDENDUM. CIO
•JACKIKING GROUP TO FRAMING BELOW W/CS18 •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL Q0
STUD"@ MAX 32"O.0 OR THREADED ROD AT 48"O.C. PER U
N (2)2x4-1/1 (2)2x6-1/2 ADDENDUM. Y
•APPROXIMATELY 6'-10'LENGTH - 2 STU C9 � M •1ST LEVEL STUD TO BOTTOM PLATE W/SDWC15450 @ 16"O.C.
•NOTE 2 FOR TIE-IN RAG TRUSS Q
U) •SECOND LEVEL SW2 D STUDS TO 00 - CS1 0 OR THREADED ROD @ 48"O.C. PER ADDENDUM. d
ALIGN DIRECTLY AB E FIRST LEVEL SW3 U Z
END STUDS 0 O
•FASTEN BOTTOM PL O FLOOR DECK W/ U)
10d @ 4"O.C. a O j
O Ua'q I WSP HDR-0/2
(2)2x4-1/2 (A LO
O � ti W w M Q • 0 ❑
NOTE1
CO IL
Q � In OWLLQZ
NW � ~ W0 = vYl- 0 W ❑
LLJI- Y M00 � H UWOOJUI
- 2STUDS Lw Zl a >M ~ Q � W W ? QM < T < DWO
00n • • > O WW � > Ou] wwL to - a
- CS18 'w G7 Z Oaw0 wwj0W 0I
O O m a Z C H w } w Z � ❑
za � Q [71I7IWWNm - W W
Z QWF- WjMMF- �- W Zz41L
2STUDS LLOo Fn oWWa = WozOxi - 4m
J
U �
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- CS18 0 Z SHEET NO.:
j 2 MSTA24
1 CS18 o ST-4
G7 ~
- 2 sruDs o 0 o STRUCTURAL
cs18 o iL FRAMING PLAN
i NOTES O JOB NO.:
U. 1.1. FLASHING&WATERPROOFING ARE U AT2530
All '`*NOTE TO FRAMER** p v (2)2x12 OUTSIDE OF STRUCTURAL ENGINEERS Q
(2)2x4-1/2 t p (2)2x6-1/2 SUBDIVISION:
NOTE 1 BEAM B01 MUST ALIGN a. -_
SCOPE&SHALL BE DESIGNED&
DIRECTLY BELOW SECOND It SUPPLIED BY BUILDER O 1515 Ocean Blvd
FLOOR SW206 2. BUILDER TO SUBMIT SHOP DRAWINGS OF J
0 - PROPOSED HANDRAIL CONSTRUCTION Q
z § FOR APPROVAL BY EOR PRIOR TO - LOT No.:
N LL 3 STUDS u- 0 o LU Q v M CONSTRUCTION & INSPECTION. Z
- 4 STUDS w O 5 z Ii D
0 0 (2)CS18 x' �
• • (9 FLOOR PLAN:
WSP HDR-0/2 - CS18 (2)2x4-1/1 (2)2x4-1/1 U) 2 2x12
Custom
_ o
SWC (2)2x4_1/2 SW1 NOTE 4 Z DESIGNED:
•4x4 NO.2 SYP PT POST (=j SCP/JEF
NOTE 1 I- NOTE 6 •POST TO POST BELOW LU
E
TUDS 0 W/(2)CS18 X REVIEWED:
s18 0 LU DBM
a
Q REVISIONS DATE
I
�7
m
Lij
Z
3 Q
Q
Z
O
F-
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Q T E C H N •
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4g
SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4" = 11011
�%
Q lit,f� G ?ray
METAL CONNECTOR ENGINEERING P. . No.71457
08-29-2013
i
pp-
71
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
Ai
1. PRE-MAUNFACTURED SHEAR PANEL
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANEL TO SW DBL TOP PLT W/1 Od @ 3"O.C.
• FLOOR DECK TO SHEAR PANEL W/1 Od @ 3"O.C.
2. TYPICAL BEARING BLOCK
• BEARING BLOCK TO BE N0.2 SYP,MIN 48"LONG AND TO MATCH i
DIMENSION OF TRUSS MEMBER.
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 00
N
3. LEDGER FRAMING NOTES: to
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT N
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00
24"O.C.SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED c cn
CA
LOCATIONS ON PLAN ,
• SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N
PROTECTION AGAINST CORROSION N
• IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK 04
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH M
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT -
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL
LU
ROOF FRAMING LEDGER: J
2x6....................(4)12d COMMON
2x8....................(6)12d COMMON ; OZ
�O 584„ 2x10..................(8)12d COMMON
N i� 2x12..................(10)12d COMMON (q
' Y
FLOOR FRAMING LEDGER(W/NAILS): U
Q Q PT 2x6................(3)16d COMMON
y CV N MIT LO c0 1- 00 00 O O O O O N N N N N N M It LA CO I` 00 (` O PT 2x8................(5)16d COMMON -
cN
1.10
F- F- F- F- F- F- F- F- F- F- �- F- F- F- F- F-
PT 2x10..............(7)16d COMMON
PT 2x12..............(9)16d COMMON
LU
- cn
/ FLOOR FRAMING LEDGER(W/SCREWS): F—
PT 2x6................(3)%"x 4-%"LONG#14 WOOD SCREWS U)
PT 2x8................(5)%"X 4%"LONG#14 WOOD SCREWS cn
H y
PT 2x10..............(7)%4'X 4-%"LONG#14 WOOD SCREWS
H 20 J 06
\--H S20 (2) S20 PT 2x12..............(9)%4"X 4-Y2"LONG#14 WOOD SCREWS
!' 0
U
J07 4. OVERFRAMING NOTES Y
JO2 ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX.
• ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN.
• FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d CLZ
J03 J08 COMMONS MIN.
• EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT 0
CONNECTOR. j
5' 22' S • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
JO3 J08 FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
/yVO 1 RAFTER WHERE APPLICABLE W/(5)1 Od COMMONS MIN. LO X p z
20
JQ$ �(�� RAFTER SPAN SCHEDULE Q 0 N w w w Q z
LUMBER SIZE
SPACING J ❑ M - AZO JOwri
HTS 0 O.C. La z ImvF00 � �
S20 2X6 2X8 2X10 2X12 ~ W W W 0 m 4 a 4 0 F LL
0
J04 J08 12" 14'-5" 18'-3" 21'-8" 25'-6" Z a a W 0 w W J 0 o m N 0
LL r mR - W
U) 0 ❑ ma Z w � z - 0
J01 24 12'-6" 15'-10" 18'-9" 22'-1" W Q a p Q � w � w 11 U1 w w
J05 09 10'-2" 12'-11" 15'-4" 18'-0" Z Q = t- Erj J 0: � Z W Q w
O20 L.L./15 D.L. 2 SYP � I- ZQOWOZWa01o0
O J01 0 Wa = a �` oO w
I -
- J01 J05 N M m 0, ww0zwwzw0 < xw
p J01 CO J O _ O C CEILING JOIST SPAN SCHEDULE W W O W X 0 Z [Q] Q aW N Wa' Ij
> J01 LUMBER SIZE w z Q w - z
J05 > 1 tl0 SPACING Z zw 0:W Wa � ZZ �, Fz6wwZ
,O J01 2x4 2x6 2x8 2x10 — � I > zQ ❑ - - ao0t7Qw
z 0z > ILmwaaNZZF �
co 5 (2)H o J12 101 12" 11'-10" 18'-8" 24'-7" 26'-0" Z w w J Q m z - a Q F Z 3 j Q
W Z - W � NWQa � o
101 16" 10'-9" 16'-11" 21'-7" 25'-7" Q = Q Z >- zin = Q o w a � p F Q L
zp z WD w- < L
24" 9'-3" 13'-11" 17'-7" 20'-11" — Z L) Q - U a 0 2 w O z Q
J05 J13 Ow a . 4 - j � I 0 -
HT 0 oI- ? 3NamQ0m � Zao
1 10 L.L./5 D.L.#2 SYP
J
LL
JO
8A S20 Z SHEET NO.:
HTS 0
X/ ST-4A
�N J08A o� ROOF FRAMING
0 PLAN
J03 J08A
a
V09 � 0
JOB NO.:
a
AT2530
J03 V08 J08A SUBDIVISION:
0 1515 Ocean Blvd
J02 co QD - J07A 21 r2i 1\ Q
H S20 20 LOT NO.:
_ = J06A Z --
III J L J L J L J L L J L 0
• T20 Ur FLOOR PLAN:
2'6" 2'9"8 OJ Custom
L 0� CN L Z DESIGNED:
•FULL HEIGHT 2x12 NO.2 SYP •FULL HEIGHT 2x12 NO.2 SYP Q Q y� =
VERTICAL BEARING BLOCK VERTICAL BEARING BLOCK p p VO- W SCP/JEF
REQUIRED,FASTEN TO ALL REQUIRED, FASTEN TO ALL
TRUSS MEMBERS W/(2)ROWS z TRUSS MEMBERS W/(2)ROWS X REVIEWED:
1O @ 4"O.C.STAGGERED r T— e- e- e- y� 1Od @ 4"O.C.STAGGERED LU DBM
•TRUSS TO STUDS W/(2)HTS20 �� O O O O O OJ •TRUSS TO STUDS W/(2)HTS20 d.
Q REVISIONS DATE
�'o 19' 20'5" 6'8"
N N a m
LU
63'4" )
0
a W
TRUSS ENG NEERING NOTES: Z
• UNLESS SPEOIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
TRUSS TO TOO PLATE CONNECTIONS SHALL BE ACCORDING
TO THE TYPICAL WALL SECTION SHEET. _v
• ALL EXTERIQR WALLS ARE HELD BACK 1/2" FOR SHEATHING . U- PEX
• 2010# DRAG LOAD APPLIED TO TRUSS T10A. Q
• 3430# DRAG LOAD APPLIED TO TRUSS T11. •tR
G: ' "'• �,�.,
• 2990# DRAG LOAD APPLIED TO TRUSS T12A. ED *:'EN EERIgo
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i
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11 11 U • mN' SAT` � * � I'
SECOND LEVEL ROOF FRAMING PLAN 1 /4 = 11 0 •. so *OOp ��,`
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�f�k9!IIA��Fay
METAL CONNECTOR ENGINEERING Q P.E. No.71457
08-29-2013
TYPICAL ROOF DECK. SEE
TOP,PLATE TO JACK/KING GROUP:
SHEATHING SPECS,SHEET ST-1
2x NO 2 SYP BLOCKING TO FIT (1)SDWC15600 SCREW AT OPENINGS VOR LESS.
36"<C<g' �X(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8'
TIGHT BETWEEN TRUSSES, SEE PLAN OTHERWISE
TRUSS OR RAFTER TO TOP PLATE W/ (3)10d TOE-NAIL @ EACH END.
H10 OR MTS12 C
W
w H10 OR MTS12
WALL SHEATHING TO TOP PLATE W/8d = IT JACK/KING
COMMON,SPACING PER TABLE 2 ST-1. a' W GROUP
BETWEEN TOP OF WOOD PANEL AND
CENTER OF FASTENERS. 00
C 2x6 NO 2 SYP BLOCKING AT FIRST C
TRUSS TO TOP PLATE W/H10 (6)TRUSS BAYS FROM EACH
NOTE: TOP PLT TO STUD TOP PLATE TO EVERY STUD W/ OR MTS12 INSTALLED @ TYPICAL TRUSS TYPICAL TRUSS
[ [ CORNER OF BUILDING. EACH � ■'►
SDWC15600 @ MAX 16"O.C. INSIDE FACE OF PLATE AS TO TOP PLATE TO TOP PLATE BLOCK TO HAVE(1)A35 TO TOP TRUSS OVER HEADER:
PLATE' TOP PLATE TO HEADER W/ M
CONNECTION NOT REQUIRED SHOWN* CONNECTION TYPICAL CONNECTION
UNDER GABLE TRUSSES PROPERLY WIND LOAD RATED SOFFIT MATERIAL TOP PLATE TO STUD W/ EXTERIOR WALL SIMPSON SDWC15600 @ MAX TYPICAL ,
CONTINUOUS @ PERIMETER.SEE TABLE 1:COMPONENT TYPICAL 32"O.C.(SEE HEADER EXTERIOR WALL It
AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC15600 OR H2.5A/T TYPICAL N •
@ MAX 16"O.C. EXTERIOR WALL EXTERIOR WALL FAST-FORALTERNATES) N
STUD SPACING PER TABLE 3:MAXIMUM M
EXTERIOR WALL STUD SPACING. ROOF STUD ALIGNED DIRECTLY
BEARING°NLY. BELOW TRUSS RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING `�
*SEE INSTALLATION#2 BELOW
LU
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TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF > O
(SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) Z
O
W
Y
SEE TABLE 2:WOOD STRUCTURAL PANEL Q I-"
SHEATHING REQUIREMENTS FOR TYPICAL
SHEATHING SPECIFICATIONS cV ■
TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE O
04 WALL TYPICAL EXTERIOR OR W/8d COMMON @ 3"O.C. OPT.2x_LEDGER,ATTACH
STUD TO BOTTM PLATE @ HEADER JACK/KING INTERIOR LOAD BEARING TO FLOOR TRUSS TOP W
GROUPS AND @ 16"O.C.W/SDWC15450 WALL SPLICE WALL SHEATHING OVER CHORD W/10d @ 6"O.C.
BOTTOM PLATE TO TRUSS: RIMBOARD. INSTALL(2)ROWS 8d 0
•PARALLEL TRUSSES:(1)SDWC15600 @ 16"O.0 COMMON NAILS ABOVE AND BELOW
U) Cn
ALTERNATE SHEATHING I---
•PERPENDICULAR TRUSSES: (2)SDWC15600 @ ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS v
24"O.C. CONNECTOR: CONNECTOR: l"
(MIN 1-2 MAX 5")AND SPACE NAILS n
EXTERIOR WALL �, @ 4"O.C.STAGGERED. O
COVERING PER SPECS 12'x MIN. 18 GAGE U
BOTTOM PLATE TO RIBBON BOARD \ METAL STRAP @ 48"
W/10d6"O.C. ��
TO LAP UPPER AND GAP PER APA RECOMMENDATIONS GABLE FLOOR Y
@ LOWER LEVEL WALLS 12" �� O.C.W/MIN(5)NAILS CONTINUOUS 2x4
TRUSS BY OTHERS
O a.
AS SHOWN. MIN 5 EACH IN UPPER AND — Q
LOWER STUDS/HEADER RIBBON BARD
NAILS PER STUD Z
WALL SHEATHING TO BOTTOM PLATE W/
75 THICK(MIN)OSB/PLYWOOD RIM TO _ _ _ _ _ _ _ _
8d COMMON,SPACING PER TABLE 2,ST-1 p
MATCH FLOOR DEPTH
0
2x4 NO.2 SYP DIAGONAL BRACE @ 48" D
\ ONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W/ O.C. DIAGONAL BRACE TO FLOOR (q
- WOOD FLOOR TRUSS OR DBL TOP PLATE W/ 3 10d
TRUSSES BY OTHERS 8d COMMON @ 3'O.C. O to > a
WALL SHEATHING TO TOP PLATE W/d TOE-NAILS AT EACH END. X 0 Z 10
COMMON,SPACING PER TABLE 2,ST-1 Q N 00 p w a Q z
NOTE: FLOOR-TO-FLOOR � _ ° a - � `!EizZa
TYPICAL EXTERIOR WALL w 0 Z 10 UFO a J 0
TOP PLATE TO TRUSS: EXTERIOR SHEA HING TO SPAN METAL FLAT ST P 2ND LEVEL ALTERNATE�4' WSP RIM BOARD p W M iz > 06 W W o 0 N 1 o
CONNECTION NOT REQUIRED •PARALLEL TRUSSES:SDWC15600@32°o.c -SHEATH
z o a W 0 W W J D L W — D a
UNDER GABLE TRUSSES ANDCO
•PERPENDICULAR TRUSSES:SDWC15600 @ 24" CONTINUOUS ACROSS FLOOR SYSTEM TUD TO 1ST LEVEL STUD SPLICE CONNECTION o o m a z a ,- w >. W Z F o
O.C. ALTERNATE FLOOR-TO-FLOOR UPLIFT co z PARALLEL FLOOR TRUSS W Q W N o W _ = W o Z
WHERE COMMON TRUSS SPAN IS STUD SPACING PER TABLE 3:MAXIMUM Z Q j a a F I_ a Z W Q w
16-FEET OR LESS. EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES: Q Z < Z W 0 Z L` X a I p 0
AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE 0 W W a I a 0 W p Q a
FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED RO NNECTOR PER 107 0 Ix a W W Z W w Z m 04 I w
ADDENDUM Z Q X 0 0 0 - I 0 ?
w
TYPICAL WALL SECTION 2. ALTERNATE STRAP CONNECTOR APPLIES TO IST FLOOR HEADER OR STUD W IIIa w 0 W X Q Z n Q a N 0
3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY Uj
DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. Z w w Q W a a z— Z M' 0 Z N 1 W Z
TYPICAL EXTERIOR OR to 0 Z Q D — a 000Z Z 1 0
INTERIOR LOAD BEARING WALL Z W W Q m Z N Q la- Z 3 H Q
W w � 0IEDW0F NIU � []
STUD TO BEAM OR TRUSS 48" Q I Q Z > Z 14 a W a ' W Q w
Z [3Q — UIr0I W Z
O.C.W/12'x 18 GA.METAL STRAP a o Q
•ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" MIN%"36 KSI W/MIN(5)NAILS EACH IN STUD 0 � n ? 3 ro a N Q o ro II- ? c0i E3
SQUARE WASHER: IN Yz"x10"L-HOOK THREADED ROD MIN Y"x 6"TITEN HD MIN Y2'x 6"TITEN HD MASA TO TOP OF AND BEAM
•EACH SIDE OF OPENINGS ANCHOR BOLT BOTTOM PLATE W/(6) LL
DO NOT USE J-BOLT AT 10d x 1 YZ' Z
•WITHIN 12"OF END OF PLATE SEGMENTS ADHESIVE(OR WOOD BEAM OR TRUSS z SHEET NO.:
•MAX 48"O.C.OTHERWISE HOLD-DOWN APPROVED EQUAL) GIRDER PER PLAN p ST-5
4 - TO TOP OF WOOD v
CONNECTORS PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE \ \ TYPICAL WALL
8dLL SHEATHING TO PT SILL PLATCOMMON,SPACING PER TABLE 2E STI 1H ° \ \ \ a SECTION
° MASA TO SIDE OF
8"EMBED AT STEMWALL BOTTOM PLATE W/(3) It
'BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 10d x 1 %" p Joe NO.:
AND CENTER OF FASTENERS. ° — MONOLITHIC OR d . d MONOLITHIC OR d MONOLITHIC 2ND FLOOR WALL TO BEAM OR HEADER v AT2530
STEMWALL FOOTING ° ° STEMWALL FOOTING ° FOOTING ONLY 8 ° MASA SET Y2'TO THE Q
STRAPPING METHOD F
MINIMUM ''g /MAX Y4"GAP BETWEEN ° INSIDE OF SLAB. OR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) SUBDIVISION:
PER PLAN APPROVED ADHESIVE Ix
BOTTOM OF PANEL AND TOP OF SLAB. ° OR EPDXY ANCHOR ° ° Q° KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH p 1515 Ocean Blvd
° MONOLITHIC OR d 3'� a ° MSTA36(OR CS 18)WITH(18)10d. LLL
// 16 X434„ PLAN
STEMWALL FTG PER ° a ° a MONOLITHIC DOUBLE STUD AT SHEARWALL ENDS TO DER Q
OOTLING ONLY SHEARWALLS: BELOW PER SW SHEAR R WALL SCHEDULE E ON SHEET
//N X
a - LOT NO.:
STA
/� %" DRILL & EPDXY TITEN HD IN 2x6 TITEN HD IN 2x4 ** _ --
\// 2 ° .. ( WHEN FLOOR SYSTEM EXCEEDS 18 DEPTH USE SIMPSON CS18 Z
\ EXTERIOR SHEATHING TO RESOLVE �2' J-BOLT ANCHOR ANCHOR ° BOTTOM PLATE ° BOTTOM PLATE a MASA ANCHOR EXCLUSIVELY** >-
` FLOOR PLAN:
WALL UPLIFT AND SHEAR AT SILL 0
/ / PLATE. TYPICAL, u"o. TYPICAL BOTTOM PLATE ANCHOR OPTIONS ALTERNATE SECTIONS AT FLOOR ° Custom
Z DESIGNED:
TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES:
(SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING W SCP/JEF
2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR NON-TYPICAL BOLT SPACING.REQUIREMENTS F- REVIEWED:
TYPICAL WALL SECTION NOTES: 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT
1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED WITHIN 12"OF THE END OF ANY PLATE a DBM
(ONO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 4• ALL BOT ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER
2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. Q REVISIONS DATE
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. -'
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS 00
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK
w
z
SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 3:
w
z
W
Optimal 22)/2° :D
° 0• Rafter or Truss 2 3/4" �4"min 4" � �" N p
30°Ma 10 Y2"minimum
Y"Min 30° edge distance U
for full values Splice may
(with or without be in upper Pressure
® Do not install SDWC in a plate splice) or lower - y,;,�,,: : - ;;:. : ..•, treated sill Q
hatched area - '• •. ��• ' : :'-��4""
AP X
''
SDWC15600 %"Max 30 ° *: E
10° 0
t-o—Y2"Min Offset Y4'from —� Optimal 22%° r
O � SOverhan top plate splice 1'� 0 SDWC15600 SDWC15600 for full values SDWC15450 at sill to conn tion �
Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 Finish:Black E- 9 �
Rafter to Top Plate shown (1)SDWC (2)SDWC • .1%
SDWC15600 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to To Plate similar ll;
Top Note:Sill plate anchor to foundation not shown for clarity. Note:Stud-to-Bottom Plate shown.All other installations similar.
1 SrA1 sl7NNCRooFTOWALLNSTALLATit7N '� Q srxmARDSDCRooFTOWALLmTALLATIONR*nE 2 OPLSDVVCNVSTALJATION-7R RAFT�tALK�®WfTHSTIA 2(] OPT SDVVCNSTALLAIIDNRANGE 3 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC STUD-TO-SILL PLATE CONNECTION 3 SDWC EDGE DISTANCE AND SPACING INFORMATION Q . ,�" `i�,J, -�
METAL CONNECTOR ENGINEERING
ll�0.71457
08-29-2013
ROOF DECK
16"MAX TRUSSES PARALLEL TO WALL: ROOF TRUSS (1)DIAQONAL BRACE PER(10)TRUSSES APPLIED TO
2x INO 2 SYP NAILER FASTENED 7 Y4"MAX 2x4 SPF(MIN) NAILER FASTENED OR RAFTER OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
Tp DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. TO DBL TOP PLT W/1 Od @ 3"O.C. APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES.
CIOMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO 2x4 SPF(MIN)
ADJACENT TRUSS W/(1)ROW W!(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS TRUSSES PERPENDICULAR TO WALL: BLOCKING (CONTINUOUS LATERALRESTRAINT
OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)1 Od W/10d COMMON @ 3"O.C. 2x4 SPF(MIN)BLOCKING BETWEEN EACH (CLR). QUANTITY AND LOCATION
COMMON TOE-NAILS. BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO DEFINED BY TRUSS SHOP DRAWING.
TO DBL TOP PLT W1 Od @ 4"O.C. BEAM w/10d @ 4"O.C.
TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD
E
-MC-1
7/s"OSB SHEATHING FASTENED
FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH TO NAILER W/8d COMMON @ 3" 3/"OR THICKER EDX
OTHER WITH(2)ROWS OF(4)1Od OTHER WITH(2)ROWS OF(4)10d O.C.AND TO DOUBLE TOP PLATE OR OSB FASTENED TO
COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. TRUSSES,RAFTERS APPLIED E EITHER IF LATERAL RESTRAINT MUST C
SIDE OF WEBS MADE OF MORE THAN ONE PIECE,BE O
FASTEN TOP PLATE TO EACH
2x WALL FRAMING OR BLOCKING W18d DO SO WITH OVERLAPPING BRACES N
OTHER WITH(2)ROWS OF(4)1 O COMMONS @ 3"EDGE, PORCH BEAM LIKE THIS(TYP EVERYWHERE
/ts"OSB ATTACHED TO STUDS ��6"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD 12"FIELD. 00 4
N
WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" 7 PORCH BEAM TO POST:
O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C.IN FIELD. /6"OSB ATTACHED TO STUDS WOOD STRUCTURAL (1)MSTA24
I ____L 0)
WITH MINIMUM 8d COMMON @ 3" SHEATHING POST TO SLAB:
O.C.ON EDGE, 12"O.C.IN FIELD. ABU POST BASE ANCHOR
OR DTT2Z TRUSSES NEEDING BRACING N
UNLESS NOTED OTHERWISE N
OPTION 1 OPTION 2 OPTION 3 TYPICAL PORCH SHEATHING DETAIL co
THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES J
LATERAL BRACING - MULTIPLE TRUSSES U-
UNLESS NOTED OTHERWISE. 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). u j
LDA SCENARIO ARISE THAT DOE —�
2. SHOULD SCE SNOT RESEMBLE THOSE INDICATED ABOVE IMMEDIATELY
INTERIOR SHEARWALL DETAIL ,
1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL,FASTEN TRUSS CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. J0
BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z
2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0
THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG UNO). U)
(KING AND JACK STUDS Y
ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK.
5. DESIGNED PER BCS(-63,2007.
PER ENGINEERING
0
Q
GARAGE DOOR BUCKIJAMB NAILED
TO STUDS W/(2)16d COMMON OR p
.:.:.. ;>:.•>,,:: ,::•..:. 12d CC NAILS @ 16"O.C.
CONTINUOUS LATERAL RESTRAINT WEB W
a6^MAX a6"MAX 16"Max BRACE SUBSTITUTE ~
NO STRAPS REQUIREDWEATHER STRIPPING/STOP
.
TRUSS TO TOP PLATE WEB MEMBER SPECIFIED ALTERNATE BRACING U)
1Od TOENAILS 4"O.C.
GARAGE DOOR
SIZE CLR T OR L SCAB �
------- -� 2x4 1 ROW 2x4 (1)2x4
(2)2x_NO.2 SYP _____________ 2x4 2 ROWS 2x6 (2)2x4* 0
(2)MSTA36 CENTERED ABOUT J
WEB W!T-BRACE Od AT 6N O.C.FASTEED O U
TOP PLATE
CHANGE IN PLATE HEIGHT 2x6 2 ROWS 2x6 (2)2x4"
Y
TRUSS DIRECTLY OVER WALL 2x6 SYP GOAL POST ATTACHED 2x8 1 ROW 2x6 (1)2x8
IF 2x4 CATS ARE INSTALLED „ NOTE: 2 2x6
F -/z 2x8 2 ROWS 2x6 ( )
T W/ 2 ROWS
O 3
TO UDS
PER INTERIOR LL Q.
(2)MSTA36 STRAPS INSTALLED IN LIEU OF SPECIFIED DECK SCREWS FOR
(( 12"O.C. Z
LV DE K SCi��WS
DETAIL OPTION 2, DOUBLE OVER 2x_CENTERED ABOUT � C @ GOAL POST ATTACHMENT,THE GARAGE L-BRACE FASTENED TO 0
CATS AT EACH END OF STRAPS. BUTT JOINT. DOOR SUPPLIER MAY SPECIFY A FASTENING WEB W/1 Od AT 6"O.C. H
NO CATS OVER STRAPS. GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK SINGLE TRUSS BRACING �
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS,
THROUGH THE GOAL POST. 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U)
SPECIFICATIONS RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE LID
X 0 >
SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. ti W W it Z 0 ❑
WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR a n 0 Q z N
OPTION 1 -SEE"INT.SW DETAIL" GARAGE DOOR JAMB DETAIL -IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. ti L p z w v ° D `` W O
ADJUST LOCATION OF REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND 3 w O 0 F Z U N 0 W p N
CATS AT STRAP LOCATION a6"MAX �6"MAx �s°MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. ti J Y a 0 Z w j - In J Z w LL0
PER ELEVATION. w � M > OUJww ❑ M - 0
Z CI (LW ❑ W WJ0WN0 �
U) 0 ❑ ma Z pw } MZH0
a } wWF- NJ 0ZD
W ILCO z Ir I- winpZvtY
2 JACK STUDS, 1 KING STUD � li- Z Q O W o Z I� a 0 f o
3 JACK STUDS m M W L3 0 0 Z 0 W
(ELEVATION VIEW)
OPTION 2-SEE"INT.SW DETAIL" 0 w w a 2 tr w ❑ W J O Q
(2)MSTA36 STRAPS INSTALLED
(2)MSTA36 CENTERED ABOUT OVER OSB CENTERED ABOUT HTT5 z Z Q X IW - O PO - 1 w M Z
aHWlq_ � -
BUTT JOINT. FASTEN STUD TO W w W Z w X Q W Q w 0
CHANGE IN PLATE HEIGHT o GARAGE TO BE FRAMED AS 2x6 W 'w 0 a] Z
CORNERSTUDGROUP Z wM < wwxPOpF, ZNww
W/(2)ROWSIOd@6" � x > ZQ0Zza ❑ Ot, Qwo
O.C.STAGGERED.OMIT cX Z W w 0 < M z - ix Q f Z 3 F-
0 Q
NAILS AT BOTTOM 24' c� W Z - w 0 N w 4 L3 n
OF STUD FORHTTS W - 0 Owr, l- W FMwOE
(PLAN VIEW) OPTION 3- W DETAIL" INSTALLATION Q .- � = Z I- V � Z w 0 O w F a
SEE"INT S I- P
HTT5 _ ZnQ - 001 WOZa
q ❑ W QFJI- I OJ
INTERIOR SHEARWALL AT VAULTED TOP PLATE (2)MSTA24 OR(2)SPH/s TO NO 2 SYP DOUBLE Z Z
TOP PLATE TOP PLATE FASTEN SHEATHING TO FRAMING Q n - 3 N a Q o roi, 00
MEMBERS W/8d COMMON @ 3"O.C. LL
(2)MSTA36 TO INSIDE OR AS SHOWN Z SHEET NO.:
OUTSIDE FACE OF WALL GARAGE RETURN PLAN VIEW ST-G
NO 2 SYP DOUBLE (TYPICAL FOR EACH GARAGE RETURN, NOT TO SCALE) O STRUCTURAL
TOP PLATE V
NO PANEL SPLICES (L DETAILS
2x FRAME DOWN FROM HEADER ABV w 0 JOB NO.:
' Q AT2530
JACK AND KING STUDS AS REQUIRED Q w
- _ • • HEADER TO BE CONTINUOUS TO 0 SUBDIVISION:
2x CROSS TOP PLATE,TOENAIL EA. END W/ d w ° ° KING STUD W/NO FLITCH PLATE
INSTALL DBL 2x_BLOCKING o g U 0 1515 Ocean Blvd
(2)12d COMMON OR 10d CC IN FIRST TWO STUD SPACES. J J J
LU aFASTEN SHEATHING W/8d D-
FASTEN SHEATHING TO z cn
2x BLOCKING.(1)EA SIDE,TOENAIL EA END BLOCKING WITH 8d a COMMON GRID PATTERN @ 3"O.C. Q
W/(2)12d COMMON OR 1 O CC TO TOP PLATE COMMONS @ 3"O.C. a z EACH WAY,AS SHOWN LOT NO.:
&JACK STUDS w u d Z
U = O SHEAR PANEL TOP PLT TO HEADER
EYEBROW WINDOW a co z W!(2)ROWS 1 O COMMON @ 3" }
O.C.STAGGERED bFLOOR PLAN:
- WINDOW MANUF NAILING FLANGE zm 0. JACK TO HEADER WITH MSTA24, (2) 0 Custom
a.,d 04 00TOTAL AS SHOWN 0
NOTE: Z DESIGNED:
CUT EXTERIOR TO MATCH RADIUS 2x6 BLOCKING AT PANEL SPLICE _
FASTEN STUDS TOGETHER FOR EDGE NAILING, EDGE NAIL Q SCP/JEF
WINDOW FRAME t/Z' WITH(1)ROW 10d AT 4"O.C. SHEATHING AT BLOCKING H REVIEWED:
SHEATHING EDGE NAILING ••
PATTERN AT STUD GROUP, PER FASTEN ALL MULTI-PLY STUD
X
"WOOD STRUCTURAL PANEL" GROUPS W/(2)ROWS 10d COMMON a DBM
TABLE,ST-1 w @ 8"O.C.,STAGGERED Q REVISIONS DATE
WINDOW FRAMING - 72" OR LESS EYEBROW IL
J •
CDSIMPSON H775 HOLDDOWN W/12"
w EMBEDMENT >_
z m
9 3/"DIA.ALL-THREAD W/2"ROUND Q
O WASHER AND 7"EMBEDMENT W
INSTALL ASSEMBLY FASTEN EACH RAFTER STUDS TO SLAB WITH z
Z
OVER WALL SHEATHING. TO NAILER W/MIN(4) DTT2Z OR LTT20B 3
8D COMMON a
2x6 NO.2 SYP CONT. TOE-NAILS. THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL d °a a w
NAILER AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR
90-DEGREE CORNERS. a �' Z
FASTEN CONTINUOUS 2x4 NO.2 SYP RAFTER AND ELEVATION VIEW
NRAMIN /H SOLID CEILING JOIST AT 24"O.C. CHANGE IN PLATE HEIGHT (TYPICAL FOR EACH GARAGE RETURN) 0
FRAMING/HEADER x 6" AGS FASTEN RAFTER TO JOIST H
WITH(2)4'x 6"LAGS WITH MIN(4)8D COMMON.
OR WOOD SCREWS @
MAX 16"O.C. �°°
•FAST SHEATHING TO FRAMING MEMBERS W/8d U
eAPEX
COMMON @ 3"O.C.,AS SHOWN PEX_LL
2x4 N0.2 SYP CONT. SHEATH ASSEMBLY FULLY •FAST SHEATHING W!8d COMMON GRID PATTERN Q • •
PER STRUCTURAL PANEL @3' C. EACH WAY,AS SHOWN t4
NAILER 2ft max SPECIFICATIONS,ST-1,FOR •FASTEN REMAINING SHEATHING W/8d COMMON @ 3" ���
ROOF SHEATHING. O.C. EDGE, 12"O.C. FIELD �� ..•� , i�
FASTEN EACH JOIST :0 S •�,�
8D COMMON GARAGE PORTAL FRAME DETAIL
TO NAILER W/MIN(4) � _
TOE-NAILS. aj
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D SHED ROOF DETAIL A. .••D ALU
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METAL CONNECTOR ENGINEERING 08-29-2013