321 8th St 2013 2 story addition a
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ENTERPRISES,INC.
CRCA 1740
(404)631-4753
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+25'-10 1/2"t TOP Of ROOF 12%FLOOR) 240 FLOOR ADD nGN
NEW POOP PITCH 10 MTCH EXISI1NG ..
'VERIFY IN flflDi � veR RESIDENCE
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+18'-4'PLATE HEIGHT
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r DESIGN SPECIFICATIONS: GENERAL NOTES:
I Project has been designed in accordance with the 2010 Florida Building Code, 1. The scope of these plans is limited to the structural requirements of this project. 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over I o �)
Residential, and the Florida Building Code, Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with ^
and flashing requirements are not addressed in these plans. 6x6 W1.4x1 A WWF lapped 8"at edges and ends in conformance with ASTM-A 185, a .J
DESIGN CRITERIA: or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY
f 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in complying with ASTM C1116(u.o.n.). a
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type m
Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and E
Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least N v
Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be treated U. z
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab is placed. f O c a
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during N
Wind-Rome Debris: NOT located in the wind-borne debris region construction. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be w LU
compacted to a density of at least 95%Of the Modified Proctor Maximum Dry Density ~O y
Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. g z W
owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work. Q z °D
i determination of grade elevations,drainage features,and special requirements 11. The following minimum concrete cover shall be provided for reinforcement: I a: W M
I associated with FEMA flood hazard and/or DEP zones. 5- The contractor shall supply,locate,and build into the work all inserts, anchors,angles, 3" Concrete cast against and permanently exposed to earth ,z m
plates,openings,sleeves, hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or weather
DESIGN DEAD LOADS: required to attach and accommodate other work. 1 '/z"Concrete not exposed to earth or weather LU
Floors- 6- All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following 0.
j The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths:
wood subflooring over wood truss,wood I joist,or solid sawn lumber framing. The floor where indicated otherwise. #4 bars: 21"minimum
j covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be #5 bars: 26"minimum o"L
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural',66tails and sections. The contractor #6 bars: 32" minimum
shall contact the Engineer for clarificationih cases of conflict between the structural w
Roofs: drawings and any drawings prepared by others plior to commencing work. 13. Reinforcement in footings shall be bent around comers or comer bars shall be used 1
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) Z
Concrete or Clay Tile: 15 psf8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs, bolsters,etc., necessary to support , W
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable sail bearing capacity of reinforcing steel.Support items which bear on exposed concrete surfaces shall have W Z
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless steel. Zi o -o
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction s = 3
specified in the soils report shall be followed unless more stringent requirements are MASONRY: Z o o
Floors:Exterior Balconies: 40 psf specified in these plans. U F
General:
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j Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 Ib point load) 1. All masonry work shall be in accordance wit LouW
Garages: 60 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-08,and Speci icatlons or Masonry Structures,"ACI w o w-
1 All Other Areas: 40 psf Structural Concrete,"ACI 318-08,and"Specification for Structural Concrete,"ACI 301. 530.1-08 o J
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I Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 1 i--I
j Without Storage: 10 psf Slabs on grade,footings,and misc. concrete: fc=2500psi 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8"to 11". A �DW
With Limited Storage: 20 psf Structural slabs,walls, beams and columns.- fc=3000psi
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. rl mortar ma sed N
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Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150)
4. The contractor shall be responsible for the design and inst atII flashi>
Less than 4:12 slope: 20 psf `U
4:12 slope or greater. 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 14 Z j Z
Concrete Masonry(CMU): --It W a o
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic W O a a LL
material or other substances that are deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-068,H IdOL nn
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Walls: Concrete Masonry Units,normal weight,with a minimum cc I tongta SCALE:
Brittle Finish(wind load): Ll240 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1900 psi(fm=1500 psi). W q DO NOTSCAO. )
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Flexible Finish (wind load): 0120 structural drawings.All reinforcing details shall conform to"Details and Detailing Of A p( THIS DRAWING
Concrete Reinforcement,"AGI 315, unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-spli d�th �f owin RELEASE 1-13
FI00(S: 10-31AT
Live Load- L/480* drawings. minimum lengths: REVISIONS:
Total Load: 0240* #4 bars: 20"minimum
* Increased floor stiffness may be required by floor covering manufacturer 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars- 25' minimum
shall be in accordance with"Standard Tolerances for Concrete Construction and #6 bars: 30"minimum A a w
1 Roofs: Materials,"ACI 117. Footing or slab edges maybe up to 1/2"inside of the sill plate. g d
3. Grout all cells containing vertical reinforcement in 5-0"ma I A
Live Load: Ll240 Up1 2- DRAWN BY:
Total Load: L/180 3 CMF
4. Provide cleanouts per ACI 530.1-08 in the bottom course oll m my when th I CHECKED BY:
height exceeds 5-0". FSS
SHEET:
5. Beam reinforcement shall be continuous across control join R
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Clay Maso►9ry(Brick): 12. Fasten plies of 1 3/4'wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: J w
2-ply beams with(3)rows of 0.131"x3 1/4"nails @ 12"o.c. > �;
1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick,and 3-ply beams with(3)rows of 0.131"x3'/4"nails @ 8"o.c. (each side) 1. All window,door and soffit assemblies shall be designed to withstand the design
Hollow Brick, respectively. Grade SW shall be used_ 4-ply beams with(2)rows of Simpson 6 3/d'long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's
requirements.
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: _
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall ra
openings greater than 16"in either direction,and shall be spaced no more than 36" 1_ Structural steel shall conform to AISC Specifications for Design and Fabrication and 00
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). Fes-.
a.Welded connections: AWS D1.1 LL z
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b. Structural steel shapes, plates: ASTM A36 WIND PRESSURES ON WINDOWS, DOORS & 0 ,..
! have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural steel pipe: ASTM A53 or A501 SOFFITS (psf) V w a
22 gage by 7/8"corrugated and fastened with 1 3/"galvanized roofing nails. d.Structural steel tubing: ASTM A500 W UJ
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Adjustable or strand wire veneer ties shall be used at CMU walls. LU a
2. All structural steel connections and fabrications shall comply with AISC specifications. AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) 1 p Ix
j 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for Pos Neg Pos Neg J �
} _ supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. � � w M
jwindows where brick is self-supporting. If the length of the opening exceeds 6'-0"then 0 to 20 sf 23.5 -31.4 23.5 -25.5
20.1 to 50 sf 22.5 -29.3 22.5 -24.5 LL,
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the steel angle shall be attached to the wood framing with 3/8"x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 9 w 1 o
50.1 to 100 sf 21.1 -26.5 21.1 -23.1 $
O.C. shall not be used. 100.1 to 200 sf19.9 -24.5 19.9 -21.91. U,
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200.1 to 500 sf 18.9 -22.3 18.9
WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight" -20. d
Soffit Design Pressure 123.5 -31.41 23.5 -25.5 a
1. All wood framinghas been designed in accordance with"National Design Specification Base Design Pressure 19.90 GCpi=t0.18
9 P 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
(NDS)for wood construction,"2005 edition. to painting, steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". r M
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2_ All wood members exposed to weather or in contact with masonry, concrete or soil 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel TYPICAL EDGE STRIP(5) 0
shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure. a=' 3' /I '� g
3. If ACQ treatment is used on any wood member,then all nailing shall require 8. Field touch-up after installation where required to restore final finish. TYPICAL INTERIOR ZONE(4) A :q-
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50. W o
I If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: �' _ w
j I 4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for I A Q 3
P Y 9 1. All framing anchors and connectors noted on the structural drawings shall be € o
I Metal Plate Connected Wood Truss Construction(ANSI/TPI 1-07)." manufactured by Simpson Strong-Tie or Engineer approved equal. m W W
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5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
j F1554, Grade 36. $ L
6. The Truss Manufacturer shall submit shop drawings and design notes with a
registered Engineer's seal for approval. Design notes shall include the rated load 3_ All metal connectors and hardware which are exposed to the exterior or in contact a
capacity of the truss to truss connectors, and the manufacturer's license to fabricate with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
trusses utilizing the connector system proposed.The contractor shall approve ASTM A153, Class C,or ASTM B695, Class 50.
fabrication and installation drawings showing size,shape and layout. LL
4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson x W
7. Jobsite handling and erection, including temporary bracing,during installation of Strong-Tie(with Florida Product Approval)and installed according to the
trusses shall comply with TPI/WTCA BCSI 1. manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior PLAN KEY
to installation of anchor adhesive. ry
8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened Z LL
to their supporting walls or beams with metal connectors as noted in the Truss ROOF COVERING:
Connection Schedule.
1. The contractor shall be responsible for the design and installation of the roof covering a `
9. All gable ends shall be balloon framed or braced in accordance with the applicable system. j
detail as shown in the structural drawings_ ADDITION--
2.
DDITION 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the Y<'=V-o•(u.o.N.)
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10. Guardrails, handrails,and guard in-fill components Balusters and Panel Fillers shall DHISDRAO NOT DRAWING 9 P ( } manufacturer's requirements_ � � THIS DRAWING
be provided by others. RELEASE DATE:
3. Clay and the roofs shall be installed per the"Concrete and Clay Roof Tile Installation �
REVISIONS:
11. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum material Manual,"and the manufacturer's requirements.
specifications:
LVL or Parallam LSL 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according
E-1,900,000 psi E-1,550,000 psi to the manufacturer's requirements. PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING BUILDING
E=1,9000 psi E=1,5 0, psi q CODE AS BOTH 'ADDITION AND "ALTERATION LEVEL(2)
Fc=750 psi Fc=800 psi 5. The contractor shall be responsible for the design and installation of all metal flashing -9Southern Yellow Pine member design incorporates design values for all sizes and DRAWN BY:
Fv=285 psi Fv=310 psi and valley material. grades of visual) graded Southern Pine dimension lumber per"Supplement No. to
9 Y 9 P PP CHECKED BY:
the 2002 Standard Grading Rules for Southern Pine Lumber,"published by the FSS
Southern Pine Inspection Bureau(SPIB). SHEET:
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14'-6" 33-2" �;
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MINIMUM ALLOWABLE CLEARANCE BETWEEN
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VISQUENE AND UNTREATED FLOOR JOIST SHALL BE 18".
MINIMUM ALLOWABLE CLEARANCE BETWEEN
VISQUENE AND UNTREATED FLOOR BEAM SHALL BE 12
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14'-6" 9'-11" 8'6" 14'-9" NOTE: a
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j ! RIM JOIST CRAWL SPACE VENTILATION SHALL BE PROVIDED IN THE
(TYP.)
FOUNDATION WALLS.REFER TO FRC R408 FOR VENTILATION
BE RESPONSIBLE FOR FOPTIONS AND ACCESS INAL ELECTHTS,CONTRACTOR ALL ION AND LOCATION
SCALE:O
)V=1'-0"(U.O.N.)
DQ NOT SCALE
OF ALL VENTILATION AND ACCESS OPENINGS. THIS DRAWING
RELEASE DATE:
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1-13
CONTRACTOR SHALL VERIFY ALL DIMENSIONS $ 10 3
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USING FINAL APPROVED FLOOR PLAN PRIOR S
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CMF
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FSS
SHEET:
FOUNDATION PLAN S-3
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1} ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF N1.2
STUDS @ 16-O.C.FOR PLATE HEIGHT UP TO 9-1 Ya"-U.O.N.
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2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 W a
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SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9-1 Y"-U.O.N. g oO
3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. U-
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LLL ___III HOEDOWN POST(MIN.) I POST(MIN.)
ON INTERMEDIATE SUPPORTS. W W
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HAT INDICATED SHEARWALL z
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NOTE:ALL EXTERIOR WALLS SHALL BE"SW$"U.O.N. � �" �i
WOOD FRAMED HEADER LEGEND:
NEW-----F--EXISTING S SCALE:
SIZE ,T=P-0"(U.O.N.)
DO NOT SCALE
OF HEADER THIS DRAWING
I RELEASE DATE: i
10-31-13
2 2x�HEADER REVISIONS:
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QUANTITY QUANTITY
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NOTE: 9 DRAWN BY:
9 CMF
ALL WOOD FRAMED LOAD BEARING HEADERS CHECKED BY: I
SHALL BE MINIMUM(2)2X6 N0.2 OR BETTER ji FSS
SYP.INSTALL MINIMUM(1)JACK AND SHEET:
(1)KING STUD AT EACH HEADER(U.O.N.) C��
WALL LAYOUT-FIRST FLOOR J
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1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2
STUDS @ 16-O.C.FOR PLATE HEIGHT UP TO 8'-1 Ye"-U.O.N.
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2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 gy00 m
SPF Not STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 8'-1 Y"-U.O.N. g i u
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3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. z z
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NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N.
WOOD FRAMED HEADER LEGEND: SCALE:
SIZE ADO NOTISCALE I
OF HEADER THIS DRAWING
RELEASE DATE:
2 2x_HEADER $ 10-31-13
J K REVISIONS:
QUANTITY QUANTITY
OF JACKS OF KING STUDS w
NOTE: DRAWN BY:
ALL WOOD FRAMED LOAD BEARING HEADERS CMF
SHALL BE MINIMUM(2)2X6 No.2 OR BETTER 11iCHECKED BYS
SYP.INSTALL MINIMUM(1)JACK AND SHEET:
WALL LAYOUT-SECOND FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) o S-5-,
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NEW FLOOR JOISTS € SCALE:
RAISED ABOVE EXISTING E DO NOT SCALE
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CEILING JOISTS
THIS DBAwwc
RELEASE DATE:
10-31-13
REVISIONS:
g
w
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DRAWN BY:
CMF
CHECKED BY:
FSS
SHEET:
FLOOR FRAMING LAYOUT S_6
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CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS(FBC 2010)SYP 0 to a
Span Tables for No.2 SYP Rafters uj
J N w
No Ceiling Load-20 psf LL,10psf DL O M LU
a
SIZE 12"o.c. 16"o.c_ 19.2"o.c. 24"o.c. W
2x4 9'-0" 8'-2" T-8" T-2" Z
2x6 14'-2" 12'-11" 12'-1" 10'-11" - W M
2x8 18'-8" 1T-0" 15'-6" 13'-11" �. m
2x10 23-4" 20'-2" 18'-5" 16-6" O
2x12 2T-6" 23'-10" 21'-9" 19'-5" s ��, O
s r w>-
Span Tables for No.2 SYP Rafters-No Ceiling Joist- m
with Drywall Ceiling-20 psf LL,15psf DL r a
SIZE 12"o.c. 16"o.c. 19.2"D.C. 24"o.C.
2x6 13'-6" 12-3" 11'4" 10'-2" r \4
2x8 17'-9" 15'-9" 14'-5" 12'-10" a
2x8 RAT S @ 1 "O.C. 2x10 21'-T' 18'-8" 17'-1" 15'-3"
2x12 25'-5" 22'-0" 20'-1" 18'-0" 0-
Span
Span Tables for No.2 SYP Ceiling Joist
20 psf LL,10 psf DL
wg �.. W
SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. W Z
p D 2x4 8'-2" T-5" T-0" 6'-6" - Z o
SD-0 Sp-3 2x6 12'-11" 11'-8" 10'-11" 9'-9" B i--i F z Z
2x8 17'-0" 15'-3" 13'-11" 12'-5" $ a
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2x12 24'-7" 21'-3" 19'-4" 17'-5" W a Z
91
Span Tables for No.2 SYP Floor Joist m U�-
40 psf LL,10 psf DLLU
w
SIZE 12"o.c. 16"o.c. 19.2"D.C. 24"o.c.
2x6 9'-3" 8'-5" T-11" T-3" W ER W
2x8 12'-3" 11'-1" 10'-3" 9'-2" o
2x10 15'-5" 13'-4" 12'-2" 10'-11" }a
2x8 RA TE S @ 1 "O.C_ 2x12 18'-2" 15'-9" 14'-4" 12'-10" W J
14"TJI 230 23'-10" 21'-9" 19'-1" LL
16"TJI 230 26'-5" 24'-1" 20'-7" xj W
�JROOF FRAMING NOTES:
1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP
2. ALL RAFTERS SHALL BE 2x8's @ 16"oc.(U.O.N.) z LL
3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS g
0
WITH(5)10d x 1%"NAILS EACH END. ¢ o
4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL
COLLAR TIES TO RAFTERS WITH(5)0.131"x 3%"NAILS.
5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) SCALE:
0.131"x 3%"TOE-NAILS. E )V=1'-0"(U.O.N.)
6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER DO NOT SCALE
THAN ADJOINING RAFTERS.(U.O.N.) THISDRAWING
7. FASTEN RAFTERS TO CEILING JOISTS WITH(4)4 0.131"x 3%"NAILS. RELEASE DATE:
10-31-13
8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) REVISIONS:
0.131"x 3%"TOENAILS.
9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12
TWIST STRAPS WITH(7)10d x 1%Z"NAILS EACH END OF STRAP. w
DRAWN BY:
CMF
g CHECKED BY:
5FSS
SHEET:
ROOF FRAMING LAYOUT S-7
J
J
LL.
NOTE:
MINIMUM ALLOWABLE CLEARANCE BETWEEN =
a
VISQUENE AND UNTREATED FLOOR JOIST SHALL w
BE 18.MINIMUM ALLOWABLE CLEARANCE m
BETWEEN VISQUENE AND UNTREATED FLOOR
BEAM SHALL BE 12". LL V z
O Z
THREADED ROD W
ASSEMBLY @ 32'O.C. Q a
2x_SOLE PLATE(U.O.N-) 2X SOLE:PLATE 0 W U)
TOENAIL JOIST TO SILL WITH F' o
TREATED RIM JOIST(AS NOTED) - Z
(2)0.131"X 3 Y"NAILS _ w
BRICK VENEER STEMWALL T
FLOOR SYSTEM(AS NOTED) �-
LLIg
C.
C 2x8 TREATED SILL i a
SD-1 ANCHOR BOLT AT 32!TO C.
TERMITE SHIELD n.
8"x8"CMU BOND BEAM `�
w/(1)#5 CONT_ —(1)#5 VERTICAL \ � 5
ROOF COVERING(BY OTHERS) @ 48"O.C.w16"HOOK i z
RAFTER AS NOTED GRADE INTO FTG. FILL SOLID AT EACH VERT ` `` a
ON LAYOUT
CEILING JOIST AS o vy
CD -4 MIL.VISQUENE
NOTED ON LAYOUT �-1 m
2x_Not SPF OR No.2 SYP z
SUBFASCIA WITH(2)0.131"x 3 Y" s W p w
ENDNAILS AT TRUSS(U.0-N.) \ 6" ¢ o w
-CORNICE DETAIL Z
io
(BY OTHERS} 1 8" 3 #5 CONT. I--"I Z-
0 W
30
ILI
° Lu =
I I E SECTION-EXTERIOR OFF GRADE W
` Ys"OR'Y3z"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF SD-1 LL
\ '%Z RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
- 'Y2"RATED SHEATHING,EXPOSURE 1-METAL ROOF W v a
FASTEN WITH 0.113"x 2 W RING SHANK W A W
A \ NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. o
z
z
CONNECTOR AT EACH RAFTER
SILL PLATE(BELOW) \ (SEE ROOF FRAMING NOTES) F--�
2X_CORNER FRAMING FULL \ MINIMUM 1 Y2"BEARING AT SEAT CUT W
HEIGHT STUDS(TYPICAL) \ \ TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Ya"NAILS
\-NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS.
(2)ROWS OF 0.131"x 3Ya"
NAILS @ 12"O.C. (U.O.N.) W
Z LL m [O 13
STAGGERED(TYPICAL) \ (2)2z_SYP#2 DOUBLE PLATE j g
�(uO.N.) D
SPH_CLIP @ 32-O.C.(TYPICAL-U.O.N.) a w
WALL GYPSUM BOARD
2x6 OR 2x8 FRAMED
7 SILL PLATE(BELOW) - 2x-STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) SCALE:
2x4 CORNER FRAMING FULL HEIGHT STUDS - 3�"=NOT
SCALE )
%s"RATED SHEATHING,EXPOSURE I �
FASTEN WITH 0.131"x 2 Y2" NAILS @ 6-O.C. TH NOT SCALE
MINIMUM OF(3)2X4 BLOCKS 12"LONG NAILED ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. THIS DATE:
� RELEASE DATE:
WITH(4)0-131'x 3 e NAILS TO EACH ADJACENT INSET WALL Y2'- (U.0-N.) (BLOCKALL EDGES) $REVISIONS
t3
STUD FOR STUCCO / —SPH_CLIP @ 32"0.C.(TYPICAL-U.O.N.) ONS:
ALTERNATE:INSTALL SOLID STUD IN THIS APPLICATIONS
` 2x_TREATED SYP#2 SILL PLATE WITH
SPACE
2x4 CORNER FRAMING FULL HEIGHT STUD 3'x 3'x N sW"x H R @ 4- WITH w
3"x 3°x Ya"WASHER @ 24"d C �
--(2)ROWS OF 0.131"X 3Y4' -SEE FOUNDATION DETAILS
NAILS @ 12"O.C. � DRAWN BY:
CMF
2x4 FRAMED WALL
CHECKED BY:
B SECTION-TYPICAL FRAMING AT 900 CORNERS rD SECTION-TYPICAL EXTERIOR ONE STORY WALLF SHEE77 FSS
T:
SD-1 SD 1
SD1 ® SD-1
L J
� � r
(TYPICAL DOUBLE PLATE SPLICE) TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL
PLATES WITH 0.131"x 3"NAILS @ 8"O.C.
48"MINIMUM SPLICE LENGTH NAIL EACH PLY OF KING AND JACK STUDS TOGETHER ( >
JOINT IN LOWER PLATE JOINT IN UPPER PLATE STAGGERED
MINIMUM NAILING OF WITH 0.131"x 3Ya"NAILS @ 6"0.C.STAGGERED
(16)0.131"x 3"NAILS IN THIS ZONE. / SPH—CLIP @ 32"O.C.(TYPICAL-U.O.N.) (TYPICAL) TYPICAL STUD TO I I STUD TO PLATE NAILING
DOUBLE PLATE — PLATE TYPICAL FRAMING AT CHANGE IN
JACK STUD AND KING CONNECTION I STUD SIZE END NAIL TOENAIL W
STUD REQUIREMENTS _
(SEE WALL LAYOUT) I I MSTA36 STRAP CENTERED ON CHANGE IN 2x4 (2) (3) w V
PLATE HEIGHT m t
2x6 (3) (4) E V
2x8 (4) (5) UU.
z r
0 ? I
2x4 BLOCKING BETWEEN STUDS TOENAIL 2x10 (5) (6) V U) Q
\ 131"x 3 Ye" w NAIL EACH PLATE TO JACK STUD OR ENDNJ
AIL EACH END TO ADJACENT W `
f * N
WITH(3)0.131"x 3 y"NAILS-TOENAIL / STUD WITH(3)0.131"x 3Ya"NAILS ALL NAILS NOTED ARE 0. Q, Lu i
OR ENDNAIL(TYPICAL W a. u,
\ 0 N
2x SPF#2 STUDS @ 16"O.C.(U.O.N.) ,,_,L_, W r
(SEE WALL LAYOUT) 4.
V I
HEADER NAILING REQUIREMENTS m t
DOUBLE SILL REQUIRED WHERE OPENING � ~�O-
WIDTH EXCEEDS 61" U.O.N.) 2x6 (3)NAILS PER PLY 5' �u- z
2x8 (4)NAILS PER PLY ~ a
—SPH_CLIP @ 32"O.C. Q a
( ) (5)NAILS PER PLY o B y
TYPICAL-U.O.N. 2x10 z
_ —JOINT I SILL PLAT " 4
I` 2x_TREATED SYP SILL PLATE 2x12 (6)NAILS PER PLY 1 `
9Y"LVL (5)NAILS PER PLY N.•\ ,N,
TYPICAL STUD TO SILL PLATE 11'x"LVL (6)NAILS PER PLY
CONNECTION 1--I
THREADE ROD ASSEMBLY WITHIN 12"OF \ 14"LVL (7)NAILS PER PLY z a,z
EACH SI OF JOINT IN SILL PLATE. w U w
- ---- -- =_< - --- - -- -___ SYSTEM MEMBER 6"LVL (8)NAILS PER PLY w N o T
BUILT-UP CORNER POST ' ° -- d -- -- _ -- -- -- -- '-- __-- — TYPICAL CMU BOND BEAM W
A - — -- -- - --- - - --- - - -- ___ ---- ------ - - - - - - ---- - --- ---- -- z
_=(SEE DETAIL"B"ON SD-11'-=-=- ---- - - - - - -
-- -- -
zo
G DETAIL TYPICAL WALL FRAMING CONDITIONS SPH_CLIP EACH SIDE OF HEADER RIM,OIST IS TYPICAL AT EXTERIOR BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) q W z
TOP AND BOTTOM(TYPICAL-U.O.N.} WALLS(NOT SHOWN FOR CLARITY} NAIL EACH PLY WITH 0.131"x 3 Ye W v w
SD-2 NAILS @ 6-O.C.STAGGERED
w
m 0 m
0 J� i
LL
L
g Z LL
f- OJ m
D z
SCALE:
°=P-0"(U.O.N.)
DO NOT SCALE
THIS DRAWL
RELEASE DATE:
$ 10-31-13
,
REVISIONS:
s
DRAWN BY:
CMF
CHECKED BY:
FSS
H J SHEET:
SD-2 SD-2
SD-2
L J
it
r
I ROOF COVERING(BY OTHERS)
—INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE RAFTER AS NOTED jI c;
ALTERNATE:MSTA24 STRAP LOOPED OVER ON LAYOUT i o
ENDNAIL(2)0-131'x3Y,*NAILS AT EACH LOOKOUT CEILING JOIST AS
2x6 BLOCKING AT EACH DIAGONAL BRACE �- DOUBLE PLATE NAILED WITH(6)
6 10d x 1 Yz"NAILS 7 I �'
2x6 DIAGONAL BRACE @ 48"O.C.WITH / RAFTER(AS NOTED) INTO EACH SIDE OF STUD 2x_No.2 SPF OR No.2 SYP NOTED ON LAYOUT ! LL
(5)0131"x 3Y,*NAILS AT EACH END(U.O.N.) r //� /—UPPER LEVEL STUD FSUBFASCIA WITH(2 0.131"x 3 Y" _
�—2x4 FLATWISE LOOKOUT @ 48-O.C. I ENDNAILS AT TRUSS(U.O.N.) C>
ROOF SHEATHING(AS NOTED) FASTEN SHEATHING TO LOOKOUT WITHCORNICE DETAIL t1J
SHEATHING END NAILING REQUIREMENTS. ! CS16 STRAP(CUT TO LENGTH)FROM UPPER
1 ��STUD TO STUD BELOW @ 32-O.C.(U.O.N.). (BY OTHERS) m
F = —H3 CLIP @ LooKour(TYPICAL) NAIL INTO UPPER STUD WITH(11)10d AND NAIL € M H
t 2x4 L-BRACE AT EACH LOOKOUT NAIL WITH INTO LOWER STUD WITH(11)10d NAILS. I u-
Z S
NOTE: (A)0.131 ABLE'NAIL SPF MATERIAL / -- BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE / O — F
Vj
MAXIMUM 12"OVERRAN 2x_SUBFASCIA NAIL TO LOOKOUT WITH NAILING NOT REQUIRED BETWEEN UPPER SILL %6"OR'Y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF W
(2)0.131"x 3Ya"NAILS I 'Y/2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF } N L�u
PLATE AND LOWER DOUBLE PLATE. 1 J cr w
ENDWALL RAFTER NOTCHED FOR FIAT LOOKOUT \ _ �/az"RATED SHEATHING,EXPOSURE I-METAL ROOF
FASTEN WITH 0.113"x 2 Y"RING SHANK � W N
NAIL SHEATHING @ 6-O.C.TO RAFTER WITH —FLOOR SYSTEM(AS NOTED) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
0.131'x 2X'NAILS O H +_
NAIL PLATE TO RAFTER WITH 0.131'x 3Y' _,.- BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE CONNECTOR AT EACH RAFTER C7 Z
NAILS @6'OC. (SEE ROOF FRAMING NOTES) Z W y
1x4 LATERAL BRACE @ 48'O.C.NAILED / �_ DOUBLE PLATEm
TO EACH JOIST WITH(2)0.131'x 3'NAILS �r PLATE(AS NOTED) MINIMUM t Y2"BEARING AT SEAT CUT g 1—
SOLID BLCCKING AT EACH LOOKOUT LOCATION TOENAIL RAFTER TO PLATE WITH 3 0.131"x 3 Y"NAILS N
INTO(4}CEILING JOISTS.OVERHANG {) � � O
LOWER LEVEL STUD NAIL CEILING JOISTS TO RAFTER WITH(4)D.131 k 3"NAILS. z
MINIMUM2'TOAVOIDSPLITTING. LL. -v
WITH(4)0.131'x 3Y'NAILS INTO LOOKOUT w
(U.O.N.)
MINIMUM its"RATED SHEATHING CONTIUOUS v a
2 2x_SYP#2 DOUBLE PLATE U.O.N. $
TO BOTTOM OF LOOKOUTS \ O ( )
NAIL JOIST TO GABLE STUDS NTH C DETAIL-TYPICAL BETWEEN FLOOR STRAP SPH_CLIP@32"O.C.(TYPICAL-U.O.N.) '`v`
%6"RATED SHEATHING,EXPOSURE I
TOENAIL GABLE STUDS TO DOUBLE SD3 1
NOTE: FASTEN WITH 0.131"x 2 X'NAILS @ 6-O.C. o vi a
PLATE WITH(3)0.131"x 3Y<'NAILS
F-V SOLID DECKING MAY BE INSTALLED IN LIEJOF ON EDGES AND 12"O.G.ON INTERMEDIATE SUPPORTS. \ "" r o
LATERAL BRACING AND DIAGONAL BRACING. LSTA18 STRAP @ 48-O.C. ROOF COVERING(BY OTHERS) (U.O.N.) (BLOCK ALL EDGES) o LL
CEILING JOIST(AS NOTED) RAFTER AS NOTED 2x—SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) co LL
ON LAYOUT I,
CEILING JOIST AS ` 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM r z'
2x_No.2 SPF OR No.2 SYP NOTED ON LAYOUT II BOARD WITH 0.131"x 3 Y"NAILS @ 6-O.C. W p ��z
� �w
SUBFASCIA WITH(0.131"x 3Ya" ( /az RATED STURD-I-FLOOR(T&G)SHEATHING GLUED W N z
CD
ENDNAILS AT TRU (U.O.N.) AND NAILED.FASTEN WITH 0.131"x 2 Yz"OR RING SHANK aFr 9
D DETAIL-TYPICAL GABLE BRACING _ ' CORNICE DETAIL @ 6"O.G.ON EDGES AND 12-O.C.IN THE FIELD. T��.j Z w
SD 3 (BY OTHERS) I FLOOR JOIST(I-JOIST SHOWN,SAWN n ¢ c�—
i JOIST SIMILAR-SEE SECTION"C"ON Z p
I SD-0 FOR OPEN WEB TRUSS) Wui
F Z
i
f %6"OR'y32'RATED SHEATHING,EXPOSURE I-SHINGLE ROOF GYPSUM BOARD ��s w w
'Y327 RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF RIM BOARD(I-JOIST OR SAWN JOIST) M+1 0 a
/z"RATED SHEATHING,EXPOSURE I-METAL ROOF tyW-� W
FASTEN WITH 0.113"x2%"RING SHANK NAIL JOIST TO PLATE WITH(2)0.131'x 3 Y"TOENAILS w o
\ NAILS @ 6"0_C.ON EDGES AND INTERMEDIATE SUPPORTS. =z
(2)2x_SYP#2 DOUBLE PLATE(U.O.N.) wa
CONNECTOR AT EACH RAFTER TOENAIL RIM BOARD TO PLATE WITH W LL
(SEE ROOF FRAMING NOTES) 0.131"x 3 Y"NAILS @ 8-O.C.
MINIMUM 1 Y"BEARING AT SEAT CUT STRAP BETWEEN FLOOR PER
TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Y4"NAILS DETAIL"C"ON SHEET SD-3. "
NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. w A
w LL s
(U.O.N.) j
(2)2x_SYP#2 DOUBLE PLATE GYPSUM BOARD
(U.O.N.) 2x_STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) N a a
SPH_CLIP @ 32-O.C.(TYPICAL-U.O.N.) %s"RATED SHEATHING,EXPOSURE I
GYPSUM BOARD
FASTEN WITH 0.131"x 2 Yz" NAILS @ 6"O.C. SCALE:
--2x_STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. %'=1'-0'(U.O.N.)
(U.O.N.) (BLOCK ALL EDGES) DO NOT SCALE
��—%6"RATED SHEATHING,EXPOSURE I THIS DRAWING
FASTEN WITH 0.131"x 2 Yz"NAILS @ 6-O.C. SPH_CLIP @ 32-O.C.(TYPICAL-U.O.N.) RELEASE DATE:
ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS, 10-31-13
INSET WALLYz� (U.O.N.) (BLOCK ALL EDGES) INSETWALLY2' REVISIONS:
FOR STUCCO 9
FOR STUCCO SPH_CLIP @ 32"0-C (TYPICAL-U.O.N.) APPLICATIONS
APPLICATIONS ` 2x_TREATED SYP#2 SILL PLATE WITH
2x_TREATED SYP#2 SILL PLATE WITH s w
SIMPSON/e"x 6"TITEN HD WITH
SIMPSON Y6"x 6"TITEN HD WITH > 3"x 3'x Y'WASHER @ 24-O.C.
3"x 3"x Y"WASHER @ 24"0.C.
SEE FOUNDATION DETAILSDRAWN BY:
' SEE FOUNDATION DETAILS CMF
B SECTION-TYPICAL EXTERIOR TWO STORY WALL CHECKED BY:
A SECTION-TYPICAL EXTERIOR ONE STORY WALL SDSFSS
SHEET:
SDS
SD-3
SILL PLATE(BELOW)
2x_CORNER FRAMING FULL �I M
HEIGHT STUDS(TYPICAL) 3
CS16 STRAP @ 32-O.C.(TYPICAL-U.O.N.) —DOUBLE PLATE
2x_SPF#2 SOLE PLATE(U.O.N.)N SIL TO BAND ' % ----JACKS AND KING STUDS (2)ROWS OF 0.131"x 3 Y4" � W
(AS NOTED) NAILS @ 12-O.C.
BOARD WITH 0.131"x 3 Y"NAILS @ 6-O.C. \ — STAGGERED{TYPICAL) 3
HEADER(AS NOTED) w
BAND BOARD - 2x_BLOCKING(TYPICAL) ca
—((3)0.131"x 3 Y"TOENAILS AT EACH END j zg
(TYPICAL). 2x6 OR 2x8 FRAMED WALL Z
NAAIL EACH SILL PLY TO KING STUD
SILL PLATE(BELOW} v � a
WITH(3)0.131"x 3 Y"NAILS-TOENAIL 2x4 CORNER FRAMING FULL HEIGHT STUDS W
OPEN WEB TRUSS OR ENDNAIL(TYPICAL)
MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED Q
SHEATHING CONTINUOUS FROM BAND BOARD BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 E- a
WITH F-
(4)0.131"x 3 Y"NAILS TO EACH ADJACENT Wca
TO UPPER PLY Of DOUBLE PLATE. FASTEN WITH Yz"NAIL PENETRATION INTO MAIN FRAMING STUD p W
EDGE NAILING REQUIREMENTS OF UPPER WALL MEMBERS.(TYPICAL) i�
ALTERNATE:INSTALL SOLID STUD IN THIS 0 Z
TOENAIL TRUSS TO PLATE WITH (2)2X_SILL SPACE Z LU M
(2)0.131"x 3 Y"NAILS SHEATHING MAY CANTILEVER UP TO 2" ---2x4 CORNER FRAMING FULL HEIGHT STUD ; to
DOUBLE PLATE(U.O.N.) MAXIMUM PAST SUPPORTS.ALL WINDOW `
—(2 ROWS OF 0.131"x 3 Y" ��• "�Li, W>-
ATTACHMENTS MUST BE ANCHORED INTO 2x_ 2X4 FRAMED WALL NAILS @ 12'0.C.
MEMBERS. ',
C SECTION-TYPICAL OPEN WEB FLOOR TRUSS F DETAIL-TYPICAL ARCH TOP OPENING SECTION-TYPICAL FRAMING AT 90°CORNERS %
SD-0 so-0 S 4
NAIL SCAB TO TOP CHORD WITH
b
(4)0.131"x 3 Y4"NAILS ROOF OR FLOOR FRAMING(AS NOTED)
—ADD 2x4 VERTICAL SCAB IN EACH
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED
UPLIFT CONNECTOR(AS NOTED) (EACH TRUSS" NAILS TYPICAL AT (SEE CONNECTION SCHEDULE) \` `W
2x4 SPF BLOCKING-NAIL WITH(2) CD
Z
l —2x4 X-BRACE ACROSS LENGTH OF Zi Z
0.131"x 3Y4"NAILS AT EACH END SHEARWALL t--i _Z W
(END NAIL OR TOENAIL) a
—NAIL SCAB TO PLATE WITH(3) / g
F ZjpLu
o�
0.131'x 3Y4'TOENAILS
TRUSS(AS NOTED) GYPSUM BOARD a
LL
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES - �y Lu
(2)2x SYP#2 DOUBLE PLATE(U.O.N.) F+.j v a
TOENAILED TO DOUBLE PLATE WITH
NAIL PORCH SHEATHING AS NOTED SPH_CLIP @ 32-O.C.(IF NOTED) W m
0.131"x 3 Y"NAILS @ 4"O.C. 2xSPF#2 STUDS
/ J M
EXTERIOR FRAMED WALL DOUBLE PLATE i @
_ 16-O.C.-U.O.N.
MINIMUM%6"RATED SHEATHING, (SEE WALL LAYOUT)
il 14 Yw
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES)
D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS --
so4 soy SECTION ONLY APPLIES WHEN REFERENCED ----GYPSUM BOARD--- 2 o
t � M
~ N g
INTERIOR SHEARWALL(IF NOTED)SHALL " C�
l NAIL EACH END OF BLOCKING TO AS NOTED.TED SHEATHING FASTENED a LL
TRUSS{AS NOTED} BOTTOM CHORDS WITH(3)0.131"x 3 Ya" SPH_CLIP @ 32-O.C.(IF NOTED) 9 �
INSTALL 2x4 BLOCKING BETWEEN
2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS 12"QC. SCALE:
@ 2x_TREATED SYP#2 SILL PLATE WITH °=P-0°SCALE.i
0.131"x 3Y4"NAILS @ 6-O.C. SIMPSON%'x 6"TITEN HD @ 32"O.C.MAX. THIS DRAWIINNGE
BOTTOM CHORD OF TRUSSRELEASE DATE:
2x_SPF#2 SOLE PLATE—
---NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 10-31-13
WITH 0.131"x 3 Y"NAILS REVISIONS:
0.131"x 3 Y"NAILS @ 8-O.C.-U.O.N. 9
J R
NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE y FLOOR BEAM(AS NOTED)-----.__ _` €
_ , w
EXTERIOR FRAMED WALL _ - MINIMUM%s"RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION 9 DRAWN BY:
CMF
E
CHECKED BY:
SECTION-EXTERIOR WALL PARALLEL TO TRUSSH SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL
sD 4 sD a THIS SECTION ONLY APPLIES WHEN REFERENCED SD-4 SHEET:
SD-
I i
i
r TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL
I (TYPICAL DOUBLE PLATE SPLICE) PLATES WITH 0.131"x 3"NAILS @ 8-O.C.
48"MINIMUM SPLICE LENGTH NAIL EACH PLY OF KING AND JACK STUDS TOGETHER > �2
JOINT IN LOWER PLATE \ JOINT IN UPPER PLATE STAGGERED g
MINIMUM NAILING OF WITH 0.131"x 3Ya"NAILS @ 6"O.C.STAGGERED TYPICAL STUD TO STUD TO PLATE NAILING
(16)0.131"x 3"NAILS IN THIS ZONE. SPH_CLIP @ 32"O.C.(TYPICAL-U.O.N.) (TYPICAL) DOUBLE PLATE I I —TYPICAL FRAMING AT CHANGE IN J
JACK STUD AND KING PLATE HEIGHT
CONNECTION I STUD SIZE END NAIL TOENAIL LL
_j
STUD REQUIREMENTS _
(SEE WALL LAYOUT) I I MSTA36 STRAP CENTERED ON CHANGE IN 2x4 (2) (3) w V
I -��PLATE HEIGHT m
2x6 (3) {4) f V
2x8 (4) (5) u.
O
2x4 BLOCKING BETWEEN STUDS TOENAIL 2x10 (5) (6) € V W Q
OR ENDNAIL EACH END TO ADJACENT
NAIL EACH PLATE TO JACK STUD * to 1-
\ ALL NAILS NOTED ARE 0.131"x 3Ya"
WITH(3)0.131°x 3Ya"NAILS-TOENAIL ` / � STUD WITH(3)0.131"x 3 Y"NAILS � J � W
OR END AIL(TYPICAL W d
N
O LU s
�__2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) Z
(SEE WALL LAYOUT) Z W M
cd
HEADER NAILING REQUIREMENTS,
DOUBLE SILL REQUIRED WHERE OPENING g W Fu
2x6 3 NAILS PER PLY' w.
O
WIDTH EXCEEDS 61" U.O.N.) '- a
2x8 (4)NAILS PER PLY ~
SPH_CLIP @ 32-O.C. $ '
(TYPICAL-U.O.N.) 2x10 (5)NAILS PER PLY oz
JOINT IN SILL PLATEy 7�
I` 2x12 (6)NAILS PER PLY'
' 2x TREATED SYP SILL PLATE �.. a
9Yz"LVL (5)NAILS PER PLY �o
n
I 11/e LVL 6 NAILS PER PLY `a
TYPICAL STUD TO SILL PLATEJNr--1 �_ a z
SPH_CLIP EACH SIDE OF HEADER 14 LVL (7)NAILS PER PLY s W z J_
CONNECTION
a TOP AND BOTTOM{TYPICAL-U.O.N.) W
SIMPSON/e"x 6"TITEN HD WITH
BUILT-UP CORNER POST 4"MIN.; 16"LVL (8)NAILS PER PLY W N z
12"MAX 3"x 3"x Ya"WASHER @ 24-O.C. BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) r� Z z
NAILS @ 6"O.C.STAGGERED $ F--IZ LU
NAIL EACH PLY WITH 0.131"x 3 Ya" z O o
L DETAIL-TYPICAL WALL FRAMING CONDITIONS W
U.
12"MAX. INSTALL 2 SPH CLIPS ��✓yw w
INSTALL(2)SPH_CLIPS ( )
AT TOP AND BOTTOM OF AT TOP AND BOTTOM OF W
U a
KING STUDS AT EACH SIDE a W
' KING STUDS AT EACH SIDE W a
OF HEADER OF HEADER o m
�o
=z
' INSTALL MSTA24 STRAP ow
INSTALL DSP CLIP @ 32"O.C. LOOPED OVER DOUBLE LL
EACH
ON
MAXIMUM SPACING(U.O.N.) PLATE.SIDE NAILWIDTH JACK
(6)K ON
0.131"x 1 YY NAILS. N
� N
o S �
STRAP JACK W
TO HEADER WITH „
LSTA18 STRAP o
'a z m
U
INSTALL 2 SPH_CLIPS INSTALL(2)SPH_CLIPS a
AT TOP AND BOTTOM
OF - ---------------- - -_- _-__-- _ AT TOP AND BOTTOM OF
KING STUDS AT EACH SIDE --n- -n---T1---T--- rr-- --n---n---Ti---TI---7r-- KING STUDS AT EACH SIDE
OF HEADER OF HEADER 93ALE.._.
DO NOT SCALE
THIS DRAWING
R
ELEASE DATE:
I I I I I 1 10-31-13
SILLANCHOR--_ II
SILLANCHOR REVISIONS:
w
�-ANCHOR BOLT AS REQUIRED � ANCHOR BOLT AS REQUIRED
FLUSH HEADER CONDITION DROPPED HEADER CONDITION DRAWN BY:
9 CMF
CHECKED BY:
DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS
M N SHEET:
SD-5 sD5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
C® D
L V J
r
END VERTICAL BRACING REQUIREMENTS AST TRUSS IN ROW REQUIRING BRACING w
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS
BRITTLE FINISH FLEXIBLE FINISH o
2x4 BLOCKING-TOENAIL OR ENDNAIL RATED ROOF SHEATHING
;._ EACH END TO ADJACENT TRUSS WITH --
BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C.
NONE REQUIRED 0"TO 53" 0"TO 67" (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE J
0"T047" 0"T059" WEBS WITH 2 NAILS Q v
ROOF SHEATHING ( )
2x4 SPF Not DIAGONAL BRACE
2x4 L-BRACE 54"T0114" q8^TO gg^ 68"T0145" 60"T0126" " W pp
—ROOF TRUSS(BY OTHERS)WITH �; (TYPICAL AT EACH END OF E o v
2x6 L-BRACE 11 15"TO 182" 100"TO 158" 14s"To 232" 127"To 201" BRACE(IF REQUIRED) CONTINUOUS ATERAL BRACING) J z
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I I I —TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS Q g
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, I I INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS a W <[
I I EACH PLY OF TRUSS WEB AT 6"O.C.WITH IR CONTINUOUS LATERAL BRACE QUANTITY
BRICK VENEER,ETC. > ( w
- -RATED ROOF SHEATHING < < 0.131"x 3"NAILS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP w Ix Lu
d ---2x—L-BRACE NAILED TO I I ATERALBRACING INSTALL 2x6 No.2 SYP , , �- i-
�/�f VERTICAL WEB WITH I'� T-BRACE NAILED TO EACH PLY OF TRUSS < DRAWING.) $ U
f- 0131"x 3"NAILS @ 6"O.C. - --- - @ (a z
------L-- WEB WITH 0.131"x 3"NAILS 6"O.G. , __ < �NAIL CONTINUOUS LATERAL BRACE TO FW- 45
_ ! EACH TRUSS WEB WITH(2)NAILS m W r
= END TRUSS VERTICAL EB IN GABLE -- --- -------I--- —ROOF TRUSSES(BY OTHERS) = m N
Q -- NOTES: a Y �o
F 2x_LOOKOUTS AT 48"O.C. (3)TRUSSES M IMUM 1 CONTINUOUS LATERAL BRACES SWALL BE tx4 ui H z `ci ;>
W
� o
Lu NOTE. FOR CONTINU S ATERAL B CE No.3 SYP OR 2x4 No.2 SPF OR BETTER(l�,O N.) a
> 16 R 24"O.C. T-BRACING TO BE USED WHEN CONTINUOUS S
z SPACING(SEE TABLE) LATERAL BRACING IS IMPRACTICAL ` a
Lu
2) ALL NAILS SHOWN SHALL BE 0-.t3i"x 3"NAILS z
SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING
A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END SD-6 SD 6
sD-s o
2x4 SYP BLOCKING BETWEEN
H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 Y"NAILS �'"" z
LOOKOUTS
.. .. 'O
z
48"O.C.FOR
W- >
EXTERIOR SHEATHING SHALL 2x4 LOOKOUTS @ 2x6 BLOCKING BETWEEN TRUSSES WITH (3}0.131 x 3Ya'TOENAILS AT EACH E- o
i G
� LOOKOUT TO TOP CHORD OF TRUSS.
OVERHANG
BE NAILED TO BOTTOM CHORD -ROOF SHEATHING(AS NOTED) / O o o
/ 2x4 BLOCKING REQUIRED BETWEEN H? Z LU
3 0.131"x 3Ya"NAILS EACH END �.y
� OF TRUSS WITH /
0.131"x 2Y,"NAILS @ 6-O.C.
% ROOF SHEATHING(AS NOTED LOOKOUTS
(U.O.N.ON WALL LAYOUT) _ - —2x_BARGE RAFTER ; Z w W
BALLOON FRAMED STUDS 91 W a Z
{AS NOTED} I I I I I I FASCIA(BY OTHERS) LL
' -SINGLE PLATE NAIL TO TRUSS 4L
2x4 LOOKOUTS @ 48-O.C.
BOTTOM CHORDWITH 0.131"X 3 Y" �••rl"' W
s
NAILS @ 6"O.C. II II I W W
H3 CLIP OR EQUAL AT EACH o
LOOKOUT
�o
xz
Y d
GABLE END TRUSS(DROP GABLE)
M
�. 2x6 BRACE SPACED @48-O.C.UNLESS
OTHERWISE NOTED ON ROOF LAYOUT. x LL
D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAULT) I I I I I II
ADD 2x4 T-BRACE NAILED @ 6-O.C. o o
sD-s INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN OF EXTERIOR ROOF PITCH IW
WITH 0.131"x 2 Y2"NAILS IF BRACE a LL
LENGTH EXCEEDS 9'-0". g
H2.5A AT EACH LOOKOUT I I I I I ( = Z c
a o
2x4 LOOKOUTS @ 480.C.FOR ?gI I I I I `" I Y L
OVERHANG ( \
/ —ROOF SHEATHING(AS NOTED)
SCALE:
�! —2x4 SYP BLOCKING BETWEEN / w=r-0"(U.O.N.)
LOOKOUTS i i '� / DO NOT SCALE
----BALLOON FRAMED STUDS THIS DRAWING
\ � � '`� RELEASE DATE:
(AS NOTED) \ SEE DETAIL"G"ON SD-6 3 10-31-13
DOUBLE PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE REVISIONS:
I GYPSUM BOARD CEILING
- —INTERIOR VAULT TOENAIL BOTTOM CHORD OF €
/ NAILED UPPER PLY OF �TRUSS TO DOUBLE PATE WITH �
' — EXTERIORR �'
SHEATHING SHALL BE
/
_ 0.131"x 3 Y"NAILS @ 8"O.C.
\ ALL MEMBERS SHALL BE#2 SYP.
DOUBLE PLATE WITH --7`-2x4 DRYWALL BACKING INSTALLED
0.131"x 2 Y2"NAILS 6-O.C. CONTINUOUSLY BETWEEN BRACES DRAWN BY:
- - — - (p�
(U.O.N.ON WALL LAYOUT)
CMF
CHECKED BY:
ji FSS
E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT F SECTION-GABLE END DIAGONAL BRACING G SHEET:
1 sD-s THREADED ROD NOT SHOWN FOR CLARITY CC��
sD-s INTERIOR CEILING PITCH EXCEEDS/2 OF EXTERIOR ROOF PITCH SD-6 ® V D-6
J
INSTALL SPH_CLIPS AT 32"0.C.AT DOUBLE
NOTE: PLATEI o
ATTACH DOUBLE PLATE TO STUD PER
DETAIL"G"ON SD-7 _ ALTERNATE:MSTA24 STRAP LOOPED OVER LL
-- DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS
EXTERIOR BEAM(AS NOTED) _
UPPER LEVEL STUD INTO EACH SIDE OF STUD v
CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE —UPPER LEVEL STUD y m
STUD TO BEAM BELOW @ 32"O.C.(U-O.N.). CS16 STRAP(CUT TO LENGTH)FROM UPPER r -t v
/ - NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED TO ��STUD TO HEADER BELOW @ 32-O.C.(U.O.N.). a ~
FIT BENEATH DOUBLE PLATE
INTO BEAM WITH(11)10d NAILS. NAIL INTO UPPER STUD WITH(11)10d AND NAIL( ) ? S
- x INTO HEADER WITH 11 10d NAILS.
j BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2)2JACKS d 111
—BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE >I W
(TYPICAL-U.O.N. N ~
`-`�----BEGIN NAILING 1"MINIMUM BELOW TOP OF m' )
BEAM NAILING NOT REQUIRED BETWEEN UPPER SILL w a Ui
h
CONDITION: 1
PLATE AND LOWER DOUBLE PLATE. $ Z 12 N
( ) Z
NOTCHED BEAM LU f
BEAM(AS NOTED)
r l
O I
FLOOR SYSTEM(AS NOTED) � V Z =
W tV
-- �! M I
A DETAIL-CONNECTION OF UPPER LEVEL STUD OVER BEAM _ �`�BEGIN NAILING 1"MINIMUM BELOW DOUBLE Q Im _.
1 PLATE
Y
SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED _ Q O
DOUBLE PLATE w' W
NAIL SHEATHING TO DOUBLE PLATE WITH t-
x.
E
131"x 2 Y"NAILS 6"O.C.
�.,_- tri:
ROWS OF 0. VEL HEADER AS NOTED `<
2 LOWER LE E
O ( )
t _ "
TION EXTERIOR
--MONOLITHIC FOUNDATION
NAIL SHEATHING ALONG BOTTOM OF HEADER 3 O.C. -
%"x 8"TITEN HD SCREW ANCHOR =g i
or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR
o< 'THREADED ROD SET 4,y2'INTO ADHESIVE SPH_@ 32-0-C.
G DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW b LL
EXTERIOR BEAM(AS NOTED)
STEMWALL FOUNDATION-EXTERIORDOUBLE PLATE SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
Y2"THREADED ROD SET 7"INTO ADHESIVE
BEAM INSTALLED BENEATH DOUBLE PLATE
Z
�Z
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x JACKS w o W
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N. `- o'er
onnectorFastenin Schedule W
Metal C r¢i c�
7
z
z
USE MONOLITHIC CONDITION Z� �_
CONDITION: 2
Simpson ID USP ID U IRC Capacity lbs Fasteners Mtchora a O.N.
A35 MPA1 nla (12)0.131"x 1%' nla l�= z z
_ (DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SYP) (12)0.162"x 2%'or(12)0.162'x 31A' 518"wt 7"embed M co
ABU66-Z PAU66-TZ 2300(SYP) (12)0.162"x 2%'or(12)0.162'x 3'G' 518"w!7"embed g F�F��LL o
CS16 RS150 1705 SYP or SPF 11 0.148"x 3"in each end- 22 total nla Fi O
B DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION DSP RSPT6-2 775(9YP or SPF)' (8)0 148'x 1%'mto studs ` ' nla W F Z
-- __- _- (61 0 148"x 1%'into double plate
SD-7 (USP DTB-TZ SIMILAR) SD-7 DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)'1. x 1%"SDS F wl4% embed(mono)and 7'embed(stem) 2 LL
GBC HC520 nta (5)0 131'x 1%'into gable brace nla _
'., _.. _.. ._.. "._(7)0.131'x 21/2'into double plate _ �y Ow
a
-MONOLITHIC FOUNDATION-EXTERIOR H2.5A nta.use RT7 600(SY P) (5)0.131'x 2%•in each end-(10)total nla W '
Y2"X 12'TITEN HD SCREW ANCHOR H2.5T nta:use Rn 545(SY P or SPF) (5)0.131'x t%'in each end-(10)total ma W o
H3 RT3A 455(SY P) (4)0.131 x 2%
' 'in each end-(8)total nla
m
5 " ALTERNATE:ANCHOR: 0
or Y8 THREADED ROD SET 7"INTO ADHESIVE H6 LFTA6 950(SY P)820,1 (8)0 131'x 2%'in each end-(16)-total-Na "
Y"x 6"TITEN HD H8 RT8A 745(SYP) (5)0.148'x 1%'in each end-(10)total nta rr =-"c
EXTERIOR BEAM MECHANICALLY GALVANIZED HD08 nla:use UPHD8 7630(SYP)5495(SPF) (20)i x 3"SDS 718"wt 15'embed(SET epoxy only) Y a
STEMWALL FOUNDATION-EXTERIOR ( ) >
(AS NOTED) HDU5 PHD5 5645(SYP)4065(SPF) (14)'/. x 2%'SDS 518"wf 7'embed(mono)and 12'embed(stem) W
Ye THREADED ROD SET 12"INTO ADHESIVE WITH 2"xY6"WASHER HDUB PHD6 6970(SYP)5020(SPF) (20)/ x 3'SDS 718"w!15'embed(SET epoxy only)
H6 CLIP FROMW
HETA16 HTA16 1810(SYP) (10)0.148'x 1%' 4'embed
POST TO BEAM HTS20,HTS24 or HTS30 HTW 20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.148"x 3"in each end-(20)total Na
INTERIOR APPLICATIONS- a
HTSM16 or HTSM20 116 or HlWM20 1175(SYP) (8)0 148 x 3 into wood nla r„
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND -
(4}/ x 2/."Titan into CMU ��._
NAIL AS SHOWN- 5 (4)/ x 1'/."Titan into concrete w/7'embed(mono)and 12'embed(stem)
Yz"5 12"TITEN HQ SCREW ANCHOR O HTT4 HTT4 4235(SY P) 3640(SPF) (18)0 162"x 2%' 518"
or Ys"x 8"TITEN HD SCREW ANCHOR 0.131"x 3Y4"NAILS PER PLY HTT5 HTT5 5090(SYP) 4375(SPF) (26)0,162'x 2Y2 518' w wt 7"embed(mono)and 12'embed(stem) z LL 7
or Y8"THREADED ROD SET 6"INTO ADHESIVE LTP4 MP4F n!a (12)0.131"x 1%' nla t, j g -g
PT POST ) LSTA18 LSTA18 1235(SYP)111 (7)0.148'x 3'in each end-(14)total nla t,AS NOTED) D(SPF)
DETAIL-TYPICAL HTT5 INSTALLATION LTS 12MSTA MSTA2 775(SYP)665(SPF) (6)0.148"x 3•in each end-(12)total nla g a o
H6 CLIP FROM POST MSTA24 MSTA241640(SYP)1455(S F) (9)0 148'x 3'in each end-(18)total nla
SD-7 USP PHD5 SIMILAR TO BEAM _
PT POST(AS NOTED) (5)(5)r. x 1�:
( ) MSTAM24 MSTAM24 1500(SYP or SPF) (9)0 148'x 3'into wood nla
/ x 21/'Titen into CMU {
EXTERIOR BEAM Titan into concrete SCALE:
ABU POST BASE MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148"x 3"in each end-(22)total nls �'=1'-0"(U.O.N.)
(AS NOTED) I AS NOTED MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x 3"in each end-(26)total nla
MONOLITHIC FOUNDATION-FMERIOR
- ( ) DO NOT SCALE
MSTAM36 MSTAM36 1870(SYP or SPF) (13)0 148 x 3 into woad nla
THREADED ROD SET 15"INTO ADHESIVE "THREADED ROD i6)/ x 2/'Titen into CMU
THIS DRAWING
PLAN VIEW AT TOP OF POST O• _. _. ._._ _�.� m".. _ __. _._ __ .. ..__ _._ _. _..__...... _._ ......._ RELEASE Dare
STEMWALL FOUNDATION-EXTERIOR WITH NUT SET IN tfi}^/. x 1� Titan into concrete
o ADHESIVE
MTS12 or MT320 MTW 12 or MTW20 1000(SYP)860(SPF) (7)0 148'x 3'in each end-(14)total n/a 10-31-13
• i MTSM16 or MTSM20 HTNM16 or H1NlM20 860(SYP) i71 0 148'x 3'into wood Na REVISIONS:
Z"THREADED ROD SET 15"INTO ADHESIVE - (7"EMBEDMENT) (4)/ x 21/4"Titan into CMU
(4}/, x 1�/4"Titan into concrete
° ° PA51 TA51 3685(SYP or SPF) (21)0.162"x 2%'or(21)0.162'x 3%' 4'embed
INTERIOR APPLICATIONS- e / I
a 4 a - SPH4 or SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0.148 x 1%' nla
IF EDGE DISTANCE EXCEEDS 5"USE \ a 4 SSP Rsars 350(SYP or SPF) (4)0148 x 1%'mro studs nle
%"THREADED ROD SET 8"INTO ADHESIVE ° a° j / (3)0148•x %'into double plate s
STHD14 ISTAD14 4430(SYP or SPF) (38)0 148"x 3%' 14"embed
S
DRAWNBY:
- — Notes. .� _ - _ _. _ CMF
SIDE VIEW AT BASE OF POST '_n "-� ��� �_ "
1.All connectors are manufactured by Simpson Strong-Te USP Structural Connectors lU O.N) _^ ( .-__._...... E CHECKED BY:
F
j D DETAIL-TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 3 Mope-Smo 9-
monolithic SPF FSS
Sp uce Pine Fir __ - _ _- __.._ 6
I a
concrete stem masonry stemwall or bond beam i SHEET:
SD-7 (USP PHD6 SIMILAR) SD-7 4.Anchorage refers to threaded anchors with noted diameters and embedment depths
SD-7
_7
I