526 ATLANTIC BEACH CT. - NEW HOME STRU DWG'SU
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DESIGN SPECIFICATIONS: GENERAL NOTES: Clay Masonry (Brick):
13. Fasten plies of 1 '/4" wide engineered lumber as follows: Q)
Project has been designed in accordance with the 6th Edition (2017) Florida Building 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 2 -ply beams with (3) rows of 0.131 "x3'/4' nails @ 12"o.c.
minimum 6 mil.polyethylene vis ueen va or barrier. Slabs shall be reinforced with 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and 00
Code, Residential, and the Florida BuildingCode, Existing Building as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing,( q ) P 3 -ply beams with (3) rows of 0.131 "x3 /4' nails @ 8"o.c. (each side) 0) 'n
9 9 (( ) (P 9 ) Hollow Brick, respectively. Grade MW shall be used. c c�
6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM 185, P y' 4_ 3
and flashing requirements are not addressed in these plans. ply beams with (2) rows of Simpson 6 /," long SDW screws @ 12" o.c. w �_Il cv
DESIGN CRITERIA: or fibermesh reinforcement shall be used with a minimum fiber length of 4" to 2" 2 M E
2. It is the intent of the Engineer of Record (Engineer) that this work be performed in complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. STRUCTURAL STEEL: (D J o
9 ( 9 ) P P p vertical and 16" D.C. horizontal. Additional ties shall be provided around all wall w 0
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type cubic yard in accordance with manufacturer's recommendations.- 6)
openings greater than 16" in either direction, and shall be spaced no more than 36" r )"'� w _c
Basic Wind Speed: 130 mph of construction and occupancy. 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and = v
p y D.C. and placed within 12" of the openings. P g � �
Building Risk Category: II 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and Erection of Structural Steel for Buildings (latest editions). E j a)
Wind Exposure: C (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the other deleterious material. Structural fill shall be compacted to a density of at leasta. Welded Connections: AWS D1.1 o z a)
wire and shall 9 gage Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection 3. Strand wire veneer ties shall not be less in thickness than No. 9 g b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c O) t J
shall be provided in accordance with applicable q have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. o 4
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during P pp cable code requirements. If soil treatment 22 gage by 7/8" corrugated and fastened with 1 3/" galvanized roofing nails. c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) Cn
Wind -Borne Debris: NOT located in the wind-borne debris region construction. is used, the treatment shall be done after all excavation, backfilling, and compaction 9 d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) Q a)Adjustable or strand wire veneer ties shall be used at CMU wallE 0
is completed. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) s.
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 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or c o =
owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be ASTM A53 (Fy=35 ksi) aci N 3
determination of grade elevations, drainage features, and special requirements compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density supporting brick veneer over openings. This angle will not be required for arched I
windows where brick is self-supporting. If the length of the opening exceeds 6'-0" then c w
associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. PP 9 9 s P 9 2. All structural steel connections and fabrications shall comply with AISC specifications. 3 H
the steel angle shall be attached to the wood framing with /8" x 3" lag screws @ 12" cn t -
plates, openings, sleeves, hangers, slab depressions, or other components as may be U) c0
11. The following minimum concrete cover shall be r D.C.or Simpson Y4" x 3" SDS screws @ 12"o.c. a) � ch
DESIGN DEAD LOADS: required to attach and accommodate other work. g provided for reinforcement: 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
3" Concrete cast against and permanently exposed to earth x o
WOOD FRAMING: (D co
Floors: 6. All details and sections shown on the structural drawings are intended to be typical 2" Concrete exposed to earth or weather 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes 0) N
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 1 '/z' Concrete not exposed to earth or weather shall not be used. c_ w 4
1. All wood framing has been designed in accordance with "National Design Specification c z oo.,
wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor where indicated otherwise. (NDS) for Wood Construction," 2015 edition. `O
covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following 5 Bolts shall be installed to the "snug -tight" condition - u.o.n. o W w
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor minimum lengths:
2. Southern Yellow Pine member design incorporates design values for all sizes and U) �T O �
shall contact the Engineer for clarification in cases of conflict between the structural #4 bars: 21" minimum 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior F'r'I = N
Roofs: drawings and any drawings prepared by others prior to commencing work. grades of visually graded Southern Yellow Pine dimension lumber per "Supplement Q
#5 bars: 26" minimum to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". � co
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by o 00
Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) #6 bars: 32" minimum the Southern Pine Inspection Bureau (SPIB). :t_ -co °D
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel 3 Q o
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. surfaces exposed and visible to the exterior of the structure. a _J M
3. All wood members exposed to weather or in contact with masonry, concrete or soil � O
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the shall be treated with an appropriate preservative suitable for the exposure conditions. 0-
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support 8. Field touch-up after installation where required to restore final finish. o 00
specified in the soils report shall be followed unless more stringent requirements are reinforcing steel. Support items which bear on exposed concrete surfaces shall have
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ll hrequire then all nailing wood member,
If ACID treatment is used on any , ng sa
Floors: specified in these plans. ends which are plastic tipped or stainless steel. 4. HARDWARE AND ANCHORS:
hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 6695, Class 50. c
Exterior Balconies: 40 psf If borate treatment is used then galvanizing is not required. 1 All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, o
Exterior Decks: 40 psf CONCRETE: MASONRY:
Stairs: 40 psf (or 300 Ib point load) United Steel Products (USP), or Engineer approved equal. a
General: 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for a)
Garages: 50 psf (or 2000 Ib point Toad) 1. All concrete work shall be in accordance with "Building Code Requirements for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." m
All Other Areas: 40 psf Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM .N
1. All masonry work shall be in accordance with "Building Code Requirements for F1554, Grade 36. N
Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. ami FLORIDA C.A. NUMBER: 25846
Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=2500psi 530.1-13 3. All metal connectors and hardware which are exposed to the exterior or in contact -0
7. The Truss Manufacturer shall submit shop drawings and design notes with a o
With Limited Storage: 20 psf Structural slabs, walls, beams and columns: fc=3000psi with ACID pressure treated lumber shall be Type 316 stainless steel or galvanized per �,
registered Engineer's seal for approval. Design notes shall include the rated load *'' j +-�;d
With Storage: 30 psf (fixed stair access) Designated radon zones only - all concrete: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of ASTM A153, Class C, or ASTM 6695, Class 50. Awa°� ^��
capacity of the truss to truss connectors, and the manufacturer's license to fabricate a) w~•�,`� • \GENS'••°oS®�'�'
3000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11 ". trusses utilizing the connector system proposed. The contractor shall approve � �•`,• , \, •
Roofs: 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) fabrication and installation drawings showing size, shape and layout. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by d� •. '.•�r
Less than 4:12 slope: 20 psf 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Hilti with Florida Product Approval and installed according to the manufacturer's `o c
4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) in brick veneer. instructions. Holes shall be cleaned of all debris and brushed out prior to installation 3
8. Jobsite handling and erection, including temporary bracing, during installation of of anchor adhesive.
trusses shall comply with TPI / WTCA BCSI 1.
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic 4. The contractor shall be responsible for the design and installation of all flashing. a)
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materia or other substances that are deleterious to concrete or steel reinforcement. ROOF COVERING: 0 "o S E
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened . • �6a
Walls: Concrete Masonry (CMU): ca
to their supporting walls or beams with metal connectors as noted in the Truss L ,fig Re P••,��`
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Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the . The contractor shall be responsible for the design installation of the roof covering °••. ,.. �" y,�`
Connection Schedule. P g 9
Wind loads with other brittle finishes: L/240 structural drawings. All reinforcin details shall conform to "Details and Detailingof 1. Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load -Bearing Concrete system. E
Wind loads with flexible finishes: L/120 or L/180* Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural Masonry Units, normal weight, with a minimum compressive strength of 1900 psi Ff,o��t,,,.aa`�`
10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the o
* L/180 for exterior walls with interior gypsum board finish. drawings. (fm=1500 psi). detail as shown in the structural drawings. PP
Floors: manufacturer's requirements.
Live Load: L/480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following c 05-02-18
11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall c FLOYD S. SIMPSON, PE
Total Load: L/240 * shall be in accordance with "Standard Tolerances for Concrete Construction and minimum lengths: 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation
#4 bars: 20" minimum be provided by others. E FL PE No. 50791
Increased floor stiffness may be required by floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. Manual," and the manufacturer's requirements.
C OMMENTS
#5 bars: 25" minimum 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material @
Roofs: #6 bars: 30" minimum specifications: 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according c
Live Load: L/240to the manufacturer's requirements.
Total Load: L/180 3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts. LVL or Parallam LSL a)
E=2,000,000 psi E=1,550,000 psi
Fb=2,600 psi Fb-2,325 psi 5. The contractor shall be responsible for the design and installation of all metal flashing
4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall and valley material.
Fc =750 psi Fc =900 psi
height exceeds 5'-0". Fv=285 psi Fv=310 psi o
5. Beam reinforcement shall be continuous across control joints. a)Q
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6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the a)
structural drawings. 0
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All window, door and soffit assemblies shall be designed to withstand the desi n CU
pressures indicated below and shall be installed in accordance with the
manufacturer's requirements. CnUi
WIND PRESSURES ON WINDOWS, DOORS &
SOFFITS (psf)
AREA OF OPENING
EDGE STRIP (5)
INTERIOR ZONE (4)
Pos Neg
Pos Neg
Faste ers
Anchorage (U.O.N.)
A35
0 to 20 sf
24.8 -33.2
24.8 -26.9
20.1 to 50 sf
23.7 -30.9
23.7 -25.8
50.1 to 100 sf
22.3 -27.9
22.3 -24.4
100.1 to 200 sf
21.0 -25.81
21.0 -23.1
200.1 to 500 sf
20.0 -23.5
20.0 -22.1
Soffit Design Pressure
24.8 -33.21
24.8 -26.9
SEE PERMITS FOR ADDITIONAL a
REQUIREMENTS AND CONDITIONS = SHEET:
REVIEWED BY: DATE: LZ o
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Metal Conn ctor Fastening Schedule
Simpson ID I FL #
MITEK/USP ID FL #
Faste ers
Anchorage (U.O.N.)
A35
10446.1
MPA1
17244.23
(12) 0.131" x 1'/2"
n/a
ABU44 - Z
10860.4
PAU44 - TZ
17239.13
(12) 0.162" x 2Y2" or (12) 0.162" x 3'/2"
5/8" w/ 7" embed
ABU66 - Z
10860.4
PAU66 - TZ
17239.13
(12) 0. 62" x 2'/2" or (12) 0.162" x 3Y2"
5/8" w/ 7" embed
CS 16
10852.2
RS150
17244.27
(11) 0. 48" x 3" in each end - (22) total
n/a
DSP
10456.1
RSPT6-2
17244.29
(8) 0.1 8" x 1Y2" into studs
(6) 0.148" x 1'/2" into double plate
n/a
DTT2Z
10441.1
DTB-TZ
17219.1
(8)1/4"
1Y2" SDS
'/2" w/ 4'/2" embed (mono) & 7" embed (stem)
GBC
10861.3
HC520
N/A
(5) 0.1
(7) 0.1
1" x 1'/2" into gable brace
1" x 2'/2" into double plate
n/a
H2.5A
10456.3
n/a: use RT -7
17236.11
(5) 0.131" x 2'/2" in each end - (10) total
n/a
H2.5T
10446.8
n/a: use RT7
17236.11
(5) 0.131" x 1'/2" in each end - (10) total
n/a
H3
10456.3
RT3A
17236.11
(4) 0.1 1" x 2'h" in each end - (8) total
n/a
H6
10456.3
LFTA6
17244.17
(8) 0.1 1" x 2'/2" in each end - (16) total
n/a
H8
10446.8
RT8A
17236.11
(5) 0.148" x 1'/2" in each end - (10) total
n/a
HDQ8
10441.3
n/a: use UPHD8
17219.6
(20)'/4" x 3" SDS
7/8" w/ 12" embed
HDU5
10441.4
PHD5
17219.4
(14)'/4'
x 2'/2" SDS
5/8" w/ 7" embed (mono) & 12" embed (stem)
HDU8
10441.4
PHD6
17219.4
(20)'/4'
x 3" SDS
7/8" w/ 12" embed
HETA16
14473.3
HTA16
17680.4
(10) 0.148" x 1'/2"
4" embed
HTS20/24/30
10456.6
HTW20/24/30
17244.8
(10) 0.148" x 3" in each end - (20) total
n/a
HTSM 16/20
11473.12
HTWM 16/20
6223.2
(8) 0.1 8" x 3" into wood
(4) Y4" 2'/4" Titen into CMU
(4)'/4" x 1% Titen into concrete
n/a
HTT4
11496.6
HTT4
17324.2
(18) 0.162"
x 2'/2"
5/8" w/ 7" embed (mono) & 12" embed (stem)
HTT5
11496.6
HTT5
17324.2
(26) 0.162"
x 2'/2"
5/8" w/ 7" embed (mono) & 12" embed (stem)
LTP4
10446.13
MP4F
17244.24
(12) 0.131"
x 1'/2"
n/a
LSTA18
10852.6
LSTA18
17244.18
(7) 0.1
8" x 3" in each end - (14) total
n/a
LTS12
10456.7
LTW12
17244.8
(6) 0.148" x 3" in each end - (12) total
n/a
MSTA24
10852.9
MSTA24
17244.18
(9) 0.148"
x 3" in each end - (18) total
n/a
MSTAM24
11473.11
MSTAM24
17325.1
(9) 0.1 8" x 3" into wood
(5)'/4" x 2'/4" Titen into CMU
(5) '/4" x 1'/4" Titen into concrete
n/a
MSTA30
10852.9
MSTA30
17244.18
(11) 0.
48" x 3" in each end - (22) total
n/a
MSTA36
10852.9
MSTA36
17244.18
(13) 0. J48"
x 3" in each end - (26) total
n/a
MSTAM36
11473.11
MSTAM36
17325.1
(13) 0. 48" x 3" into wood
(8)1/4" 2%' Titen into CMU
(8) Y4" c 1'/4" Titen into concrete
n/a
MTS12/20
10456.8
MTW12/20
17244.8
(7) 0.148" x 3" in each end - (14) total
n/a
MTSM16/20
11473.12
HTWM16/20
6223.2
(7) 0.1 8" x 3" into wood
(4)'/4" x 2%" Titen into CMU
(4) Y4" , 1'/4 Titen into concrete
n/a
PA51
13326.4
TA51
N/A
(14) 0.62"
x 2'/2" or (14) 0.162" x 3'/2"
4" embed
SPH4/6
10456.12
SPTH4/6
17244.32
(12) 0.148"
x 1'h"
n/a
SSP
10446.1
RSPT6
17244.29
(4) 0.148" x 1'/2" into studs
(3) 0.1 8" x 1'/2" into double plate
n/a
STHD14
13326.7
STAD14
17230.3
(30) 0.148"
x 3'/4"
14" embed
Notes:
1.) All connectors manufactured by Simpson Strong -Tie or MITEK/USP
2.) Mono = monolithic concrete; stem = masonry stemwall or bond bam
3.) Anchorage refers to threaded anchors with noted diameters and
(U.O.N.)
°mbedment depths
SEE PERMITS FOR ADDITIONAL a
REQUIREMENTS AND CONDITIONS = SHEET:
REVIEWED BY: DATE: LZ o
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05-02-18
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REVIEWED FOR CODE COMPLIANCE wFSS
CITY OF ATLANTIC BEACH 2'1TILE. GENERAL NOTES
SEE PERMITS FOR ADDITIONAL a
REQUIREMENTS AND CONDITIONS = SHEET:
REVIEWED BY: DATE: LZ o
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60
15-8" T-1" 11' 4" 12'-3" 22'-2" 12'-3" 1'4" 6'4" 7, 14'-0"
24" x 24" x 12" PAD FOOTIN ST E M WA L L
WITH (2) #5 EACH WAY 6" x 36"x 12" PAD FOOTING 6" x 36" x 12" PAD FOOTING
SEE DETAIL "E" ON SD -1 WITH (3) #5 EACH WAY WITH (3) #5 EACH WAY
/ SEE DETAIL "E" ON SD -1 SEE DETAIL "E" ON SD -1
` STAIRS BY BUILDER
—
24"xW"x12)#5 EACH
PAD WA�—----------------------------------- 1 24" x 24" x 12" PAD FOOTIN I IN
WITH (T #5 EACH WAY I L — — J L — — J WITH (2) #5 EACH WAY
\ \ \ SEE DETAIL "E" ON SD 1 I 1 I I i SEE DETAIL "E" ON SD -1
/
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5'-4" 4'-8" 1' I" I 23'-4" 10'-8" CL DOOR RECESSI I
12'-8" I
SLOPE SLAB FOR
DRAINAGE
STAIRS BY I I I I I
BUILDER I I I = "' = d I "'
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\ \ = o I I I 1 4" CONCRETE SLAB WITH 6x6 W1.4xl.4 WWF
g \ \ I I I I OR FIBERMESH OVER 6 MIL VAPOR BARRIER I I
SDA \ \ — J I I 1 COVERING CLEAN AND COMPACTED FILL
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2x8 TREATED LEDGER w/ STAIRS BY BUILDER f—
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FOUNDATION PLAN �co� /
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CJ = SUGGESTED CONTROL JOINT GgRgG g ST o� _ 11 /l
LOCATIONS (SEE DETAIL "T" ON SD -1) SSFDFT OprT pqT o
DENOTES TWO STOR
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FOOTING CONDITION
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CONTRACTOR SHALL VERIFY ALL DIMENSIONS
USING FINAL APPROVED FLOOR PLAN PRIOR CONTINUOUS FOOTOTE.
TO CONSTRUCTION ING
ACROSS GARAGE DOOR
OPENING 9 3^ \ /
l'-4" 1 2'-4"
T-4"
14'-8"
109'-1"
T-4" 1 2'-4" 1 1'-4" 1 4'-1"
21'-11"
2'.8"
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FLORIDA C.A. NUMBER: 25846
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INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER
ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH
MINIMUM 1 JACK AND 1 KING STUD. U.O.N.) FLORIDA C.A. NUMBER: 25846
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APPROVAL OF THE ENGINEER OF RECORD
4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE
INTERIOR SIDE OF WALL
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PRE-ENGINEERED TRUSSES -
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NOTE:
INSTALL %6" OSB RATED SHEATHING ON DORMER
WALLS - SHEATHING SHALL BE CONTINUOUS FROM
LOWER PLATE TO UPPER PLATE. NAIL @ 6"O.C. ON
EDGES AND 12"0 C. IN FIELD WITH 0.131" x 2%" NAILS.
UPPER ROOF LAYOUT
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NOTE:
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UPLIFTS COMPUTED BY ENGINEER OF RECORD
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR
3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD
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BETWEEN CORNER HIP ACKS
LOWER RAFTER TO ALIG WITH
BOTTOM OF T & G
EXTEND RAFTER PAST DIAGONAL
0.131"x 3" NAILS @ 8" O.C:
STAGGERED ACROSS
ALL INTERSECTING MEMBERS
THROUGH TRUSS INTO RAFTER
FROM OPPOSITE SIDES OF NOTCH
E -ENGINEERED TRUSS
WALL
ELEVATION
2x6 RAFTER SLOTTED INTO GAP
BETWEEN CORNER HIP JACKS
LOWER RAFTER TO ALIGN WITH
BOTTOM OF T & G
G WALL
RE -ENGINEERED HIP TRUSS
PLAN VIEW
eS-8 CORNER HIP RAFTER DETAIL
DOUBLE PLATE
FASTEN SHEATHING TO HEADEMINIMUM 3" x 11 Y" HEADER (SEE LAYOUT) MAY BE
IN 3" GRID PATTERN AND FASTEN RAISED TO BOTTOM OF DOUBLE PLATE
SHEATHING TO ALL FRAMING @ 3" O.C. 4 ° (MAXIMUM 10' HEIGHT) MINIMUM (3) 2x4 FLATWISE
USE 0.131" x 2%" NAILS AT o REQUIRED AT TOP OF OPENING WITH RAISED HEADER
ALL LOCATIONS (U.O.N.)
FASTEN PLATE TO HEADER,,,,,,,.�(2) MSTA30 STRAPS
W/ (2) ROWS OF 0.131" x 3Ya" @ 3" O.C.
MINIMUM (3) STUDS
(U.O.N.)� ° °
° °'_MINIMUM (2) STUDS
MINIMUM %6"RATED SHEATHING------
APPLY SHEATHING HORIZONTALLYo
FOR STUCCO APPLICATIONS, EXCEPT °
THAT %6" STRUCTURAL 1 RATED
OR '%2" RATED SHEATHING MAY BE
INSTALLED VERTICALLY �o- ° °
NOTE: SHEATHING ONLY SHOWN
FOR NARROW WALL SECTION
REMAINING SHEATHING NOT
SHOWN FOR CLARITY
NAIL BLOCKING TOGETHER'
W/ (3) EVENLY SPACED °
0.131"x3Yn"
°
EMBEDDED STRAP PE
DETAIL "F" ON SHEET SD -1
(OR HTT5 IF NOTED)
%" EPDXIED ANCHOR BOLT
W/ 7" MIN. EMBEDMENT w/ °
MINIMUM 2" x 2" x %6" ° DETAIL
STRAP PER
PLATE WASHER DETAIL "F" ON SHEET SD -1
(OR HTT5 IF NOTED)
CONCRETE FOOTING
PER FOUNDATION PLAN
c�DETAIy -NARROW WALL METHOD- NARROW WALL METHOD
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0.120"x 3" RING SHANK IN ALL INTERSECTING MEMBERS
OVERHANG AREA
1x6 T&G DECKIN
2x8 RAFTER SISTERED TO SIDE/ BEARING WALL
OF TRUSS. LOWER RAFTER TO
ALIGN WITH BOTTOM OF T&G
(i.e. RAFTER IS NOT CUT OR NOTCHED) ELEVATION
ASSEMBLED CONNECTION
—6x6 SYP #1 TREATED
x 4"x 2 4" DEEP MORTISE
0 HOLE FOR DOWEL
UNASSEMBLED CONNECTION
:EP TENON
R DOWEL
YP #1 TREATED
DETAILS - MORTISE AND TENON AT ROOF BRACKET
INEERED TRUSS
2x6 RAFTER SISTERED TO SIDE
OF TRUSS. LOWER RAFTER TO
ALIGN WITH BOTTOM OF T&G
(i.e. RAFTER IS NOT CUT OR NOTCHED)
PLAN VIEW
RAFTER TAIL DETAIL
INEERED TRUSS
NG WALL
3" TENON
1" POCKET HOLE -RECESS FOR SCREW
SIMPSON SDWH SCREW (8" LONG)—
POCKET HOLE WITH SYP #1 TREATED PLUG
2x8 SYP #1 TREATED RAFTERS @ 48"O.C. (MAX.)
SIMPSON SDWH-10" LONG SCREW IN
4" POCKET HOLE- PLUG
AFTER INSTALLATION
2x6 T&G SYP DECKING- ATTACH WITH
(2) 16d RING SHANK NAILS
IN EACH BOARD ----------
SYP #1 TREATED CAP AT
DOWEL
" OAK DOWELS
MEMBER BELOW) `SYP #1 TREATED CAP AT
DOWEL
TOP VIEW OF TENON WITH DOWELS
6x6 SYP #1 TREATED---
MORTISE
REATED-/MORTISE AND TENON
(SEE DETAIL THIS SHEET)
NOTE:
SEE ARCHITECTURAL FOR
DECORATIVE CUTS AND ANGLES
44 SYP #1 TREATED-'
6x6 SYP #1 TREATED—
MORTISE AND TENON
(SEE DETAIL THIS SHEET)
410 SYP #1
TREATED
DETAILS - GARAGE OVERHANG ROOF BRACKET FRAMING
(2) 4"x 8" SDS SCREWS
(TYPICAL)
46 SYP #1
TREATED
-1" OAK
DOWELS
(2)4"x 8" SDS SCREWS
(TYPICAL)
(2) a"x 8" SDS SCREWS
(TYPICAL)
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TITLE:
DETAILS
BRICK VENEER WITH 1" AIRSPACE
AND WALL TIES
CONT. FLASHING; PROVIDE WEEP
HOLES @ 33"O.C.
GROUT AIR SPACE BELOW FLASHING
SILL PLATE
CONCRETE SLAB
GRADE
\/�(1) #5 CONT.
�8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
AND IN EACH CORNER.
FILL CELL SOLID AT EACH #4 REBAR.
/\ HOOK REBAR 12 INTO SLAB AND 6" INTO
FOOTING.
6"
V-8" ONE STORY 2 #5 CONT.
1'-8" TWO STORY - (3) #5 CONT.
A SECTION - STEMWALL WITH BRICK
SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
SILL PLATE
CONCRETE SLAB
GRADE'/\\ j \\'\� /\�
(1) #5 CONT.
\ /j/K/j\\ 8'CMU STEMWALL WITH (1) #4 @ 48"O.C.
AND IN EACH CORNER.
FILL CELL SOLID AT EACH #4 REBAR.
HOOK REBAR 12" INTO SLAB AND 6" INTO
FOOTING.
6"
1'-8" ONE STORY 2 #5 CONT.
TWO STORY - (3) #5 CONT.
B SECTION - STEMWALL
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
X
SILL PLATE
N
z_
GRADE CONCRETE SLAB
co
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BRICK VENEER WITH 1"AIRSPACE
(2) MSTAM36-Z STRAPS
AND WALL TIES
1' 0"
AND WALL TIES
1'4" TWO STORY - (2) #5 CONT.
a
SECTION
CONT, FLASHING; PROVIDE WEEP
FASTEN STRAP TO FOUNDATION
WALL WITH (8)'/a" 2'/a" CONCRETE SCREWS
`°
x
INTO MASONRY OR (8)Y4" x 1 a" CONCRETE
HOLES @ 33"O.C.
SCREWS INTO CONCRETE. CONCRETE
DOOR POST. BEND STRAP INTO
Z LL.
GROUT AIR SPACE BELOW FLASHING
X
SILL PLATE
N
FOOTING AS SHOWN.
>0
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BRICK VENEER WITH 1"AIRSPACE
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co
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40
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N
6" MIN.
/\/\\%i�\/\/\\\//
--`---
5"
(�O Q
HEIGHT OF CURB VARIES (8"MAX.)
GRADE
1'-5" ONE STORY 3 #5 CONT.
GRADE
CONCRETE SLAB
1' 9" TWO STORY (3) #5 CONT.
SECTION
- MONOLITHIC WITH BRICK
X
SILL PLATE
N
z_
GRADE CONCRETE SLAB
co
BRICK VENEER WITH 1"AIRSPACE
a�
V)
N
(2) MSTAM36-Z STRAPS
AND WALL TIES
1' 0"
ONE STORY 2 #5 CONT.
1'4" TWO STORY - (2) #5 CONT.
a
SECTION
- MONOLITHIC
BRICK VENEER WITH 1"AIRSPACE
a�
V)
N
(2) MSTAM36-Z STRAPS
AND WALL TIES
NAIL EACH STRAP TO CRIPPLE STUD
o
PA51 STRAP NAILED TO GARAGE
a
CONT. FLASHING; PROVIDE WEEP
FASTEN STRAP TO FOUNDATION
WALL WITH (8)'/a" 2'/a" CONCRETE SCREWS
`°
x
INTO MASONRY OR (8)Y4" x 1 a" CONCRETE
HOLES @ 33"O.C.
SCREWS INTO CONCRETE. CONCRETE
DOOR POST. BEND STRAP INTO
Z LL.
GROUT AIRSPACE BELOW FLASHING
FOOTING AS SHOWN.
>0
BRICK VENEER WITH 1"AIRSPACE
SILL PLATE
AND WALL TIES
(1) #5 CONT.
0
CONT. FLASHING; PROVIDE WEEP
FILL JOINT WITH ELASTOMERIC
HOLES @ 33"O.C.
JOINT FILLER
GROUT AIR SPACE BELOW FLASHING
CONCRETE SLAB
SILL PLATE
N
6" MIN.
--`---
(�O Q
HEIGHT OF CURB VARIES (8"MAX.)
GRADE
co
GRADE
CONCRETE SLAB
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\\�8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
AND IN EACH
'//
•�='°---' 4 -
•
•" /j\/j
CORNER.
FILL CELL SOLID AT EACH #4 REBAR.
'/\\�
•
' �• j\\;
HOOK REBAR 12" INTO UPPER COURSE OF
BLOCKS AND 6" INTO FOOTING.
.r��''°
1'-8" ONE STORY 2 #5 CONT.
V-8" TWO STORY - (3) #5 CONT.
SECTION - STEMWALL AT GARAGE WITH BRICK
NOTE. IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
SILL PLATE
(1) #5 CONT.
FILL JOINT WITH ELASTOMERIC
JOINT FILLER
CONCRETE SLAB
GRADE
8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
C? \/ AND IN EACH CORNER.
FILL CELL SOLID AT EACH #4 REBAR.
HOOK REBAR 12" INTO UPPER COURSE
OF BLOCKS AND 6" INTO FOOTING.
6„
V-8" ONE STORY 2 #5 CONT.
14" TWO STORY - (3) #5 CONT.
D SECTION - STEMWALL AT GARAGE
SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
V-5" ONE STORY - (3) #5 CONT.
V-9" r TWO STORY - (3) #5 CONT.
SECTION - MONOLITHIC AT GARAGE WITH BRICK
X
SILL PLATE
d
N
6" N IN. HEIGHT OF CURB VARIES (8" MAX.)
O° GRADE CONCRETE SLAB
C? g �j\\% %// a ` • /\\�j�\\
V-0" ONE STORY - (2) #5 CONT.
V-4" TWO STORY - (2) #5 CONT.
SECTION - MONOLITHIC AT GARAGE
CONCRETE SLAB
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GRADE ��/���/���/��j/\�j!I
, �// ADD 8" x 16" CMU TO INSIDE OF
q : o\\//�\ a STEMWALL AT POST LOCATION WITH
° •• #4 VERTICAL IN EACH
AS NOTED REINFORCEMENT (AS NOTED)
E SECTION - PAD FOOTING AT PORCH STEMWALL
NOTE: iF STEMWALL HEIGHT EXCEEDS 48" CONTACT
_NGINEER FOR ADDITIONAL REQUIREMENTS.
z' AND BENT 12" MINIMUM INTO
— — — — — THICKENED EDGE.
i
I I CONCRETE SLAB
1 a 1
--4-^
C o� GRADE
(AS NOTED) I REINFORCEMENT (AS NOTED)
I
SECTION - PAD FOOTING AT PORCH THICKENED EDGE
STHD14 STRAP NAILED TO
GARAGE DOOR POST,
EMBED STRAP INTO FOOTING
AS SHOWN.
GRADE
° 1d f
do //j/� °'�=_°•==�°---_=� �j/\\�//
// //� NOTE:
6"N�\'�\\��\\/i\ \\%\j\\j\\j\\j�� REINFORCEMENT IS NOT REQUIRED
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( ) TO PASS THROUGH SLOTS IN STRAP.
F DET JL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
r SHOWER AREA r — SHOWER AREA
MONOLITHIC FOOTING
I I
„ .�. ,...:..<....: ...,.... MU STEMWALL
FORM EDGE
SILL PLATE
6" MIN. (1) #4 CONT. SILL PLATE
HEIGHT OF CURB VARIES a
CONCRETE SLAB
N
1) #4 CONT.
6" MIN, HEIGHT OF CURB VARIES (8" MAX.)
GRADE CONCRETE SLAB
'CMU STEMWALL WITH (1) #4 @ 48"O.C. q %j�/j\/// a \///
AND IN EACH CORNER. :\\j/\\j/ • ° ° �° /\\\i;
FILL CELL SOLID AT EACH #4 REBAR.
/S�
FOOTING.K REBAR 12" INTO SLAB AND 6" INTO
V-0" ONE STORY - 2 #5 CONT.
1' ONE STORY 2 #5 CONT. 1' 4" TWO STORY - (2) #5 CONT.
1'-8" TWO STORY - (3) #5 CONT.
SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER
1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
SILL PLATE
CONCRETE SLAB
1'4" ONE STORY- (2) #5 CONT.
V-8" TWO STORY - (3) #5 CONT.
SECTION -INTERIOR BEARING
w
W
SILL PLATE
CURB HEIGHT VARIES
CONCRETE SLAB
1 V-4" 1 ONE STORY - (2) #5 CONT.
1 8 TWO STORY - (3) #5 CONT.
SECTION - BEARING STEPDOWN
CONCRETE SLAB
1' 0" (1) #5 CONT.
SECTION - THICKENED EDGE
3" MAXIMUM OVERHANG (OPTIONAL)
CONCRETE SLAB
N,
GRADE �� (1) #5 CONT.
8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
'AND IN EACH CORNER.
FILL CELL SOLID AT EACH #4 REBAR.
HOOK REBAR 16" INTO PORCH SLAB
/j AND 6" INTO FOOTING.
6"
1'-8" (2) #5 CONT.
SECTION - PORCH STEMWALL
1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
CONCRETE SLAB
GRADE //�\\� (1) #5 CONT.
\/8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
/AND IN EACH CORNER.
FILL CELL SOLID AT EACH #4 REBAR.
HOOK REBAR 16" INTO PORCH SLAB AND
/j 6" INTO FOOTING.
1' 8" (2) #5 CONT.
SECTION - PORCH STEMWALL WITH BRICK
NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
NOTE:
SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
(TYPICALLY 1 - 4 HOURS IN WARM WEATHER)
FILL CUT WITH 1" DEEP x%" WIDE SAW
ELASTOMERIC CUT AT DENOTED
FILLER LOCATIONS.
a
�.� .I • .•'...
.. i. • A Al
CONCRETE SLAB
SECTION - TYPICAL SAW -CUT CONTROL JOINT
c
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FLORIDA C.A. NUMBER: 25846
CONCRETE SLAB ' •1,ti'••'• ��
O
0.5 91
CURB HEIGHT VARIES o r
b ATE OF e
.. , ,rte • A ••• .
' ::Ilflllssa'a
a� 05-02-18
CONT. FLOYD S. SIMPSON, PE
F= FL PE No. 50791
C OMMENTS
c�
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SECTION - NON-BEARING STEPDOWN
a�
V)
N
(2) MSTAM36-Z STRAPS
U
NAIL EACH STRAP TO CRIPPLE STUD
o
PA51 STRAP NAILED TO GARAGE
a
FASTEN STRAP TO FOUNDATION
WALL WITH (8)'/a" 2'/a" CONCRETE SCREWS
`°
x
INTO MASONRY OR (8)Y4" x 1 a" CONCRETE
m
SCREWS INTO CONCRETE. CONCRETE
DOOR POST. BEND STRAP INTO
Z LL.
PERMA-SEAL FINISH OR EQUAL,
FOOTING AS SHOWN.
>0
0
ui
(�O Q
�U)
i—#4 WITH 6" HOOK INTO FOOTING
z' AND BENT 12" MINIMUM INTO
— — — — — THICKENED EDGE.
i
I I CONCRETE SLAB
1 a 1
--4-^
C o� GRADE
(AS NOTED) I REINFORCEMENT (AS NOTED)
I
SECTION - PAD FOOTING AT PORCH THICKENED EDGE
STHD14 STRAP NAILED TO
GARAGE DOOR POST,
EMBED STRAP INTO FOOTING
AS SHOWN.
GRADE
° 1d f
do //j/� °'�=_°•==�°---_=� �j/\\�//
// //� NOTE:
6"N�\'�\\��\\/i\ \\%\j\\j\\j\\j�� REINFORCEMENT IS NOT REQUIRED
/\��\\'�\// ' * ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA 51 STRAP OR STHD14 STRAPSEE DETAIL R ON SHEET SD -1 '"
( ) TO PASS THROUGH SLOTS IN STRAP.
F DET JL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
r SHOWER AREA r — SHOWER AREA
MONOLITHIC FOOTING
I I
„ .�. ,...:..<....: ...,.... MU STEMWALL
FORM EDGE
SILL PLATE
6" MIN. (1) #4 CONT. SILL PLATE
HEIGHT OF CURB VARIES a
CONCRETE SLAB
N
1) #4 CONT.
6" MIN, HEIGHT OF CURB VARIES (8" MAX.)
GRADE CONCRETE SLAB
'CMU STEMWALL WITH (1) #4 @ 48"O.C. q %j�/j\/// a \///
AND IN EACH CORNER. :\\j/\\j/ • ° ° �° /\\\i;
FILL CELL SOLID AT EACH #4 REBAR.
/S�
FOOTING.K REBAR 12" INTO SLAB AND 6" INTO
V-0" ONE STORY - 2 #5 CONT.
1' ONE STORY 2 #5 CONT. 1' 4" TWO STORY - (2) #5 CONT.
1'-8" TWO STORY - (3) #5 CONT.
SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER
1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
SILL PLATE
CONCRETE SLAB
1'4" ONE STORY- (2) #5 CONT.
V-8" TWO STORY - (3) #5 CONT.
SECTION -INTERIOR BEARING
w
W
SILL PLATE
CURB HEIGHT VARIES
CONCRETE SLAB
1 V-4" 1 ONE STORY - (2) #5 CONT.
1 8 TWO STORY - (3) #5 CONT.
SECTION - BEARING STEPDOWN
CONCRETE SLAB
1' 0" (1) #5 CONT.
SECTION - THICKENED EDGE
3" MAXIMUM OVERHANG (OPTIONAL)
CONCRETE SLAB
N,
GRADE �� (1) #5 CONT.
8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
'AND IN EACH CORNER.
FILL CELL SOLID AT EACH #4 REBAR.
HOOK REBAR 16" INTO PORCH SLAB
/j AND 6" INTO FOOTING.
6"
1'-8" (2) #5 CONT.
SECTION - PORCH STEMWALL
1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
CONCRETE SLAB
GRADE //�\\� (1) #5 CONT.
\/8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
/AND IN EACH CORNER.
FILL CELL SOLID AT EACH #4 REBAR.
HOOK REBAR 16" INTO PORCH SLAB AND
/j 6" INTO FOOTING.
1' 8" (2) #5 CONT.
SECTION - PORCH STEMWALL WITH BRICK
NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
NOTE:
SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
(TYPICALLY 1 - 4 HOURS IN WARM WEATHER)
FILL CUT WITH 1" DEEP x%" WIDE SAW
ELASTOMERIC CUT AT DENOTED
FILLER LOCATIONS.
a
�.� .I • .•'...
.. i. • A Al
CONCRETE SLAB
SECTION - TYPICAL SAW -CUT CONTROL JOINT
c
U) LL
¢c
C
z
0
c
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CONCRETE SLAB N ::D C.0
LJ (n M
x �� _ v
x p o
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11 I V
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CD
J 0')
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SECTION - INTERIOR BEARING PAD FOOTING
c
c�
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cn
cn
FLORIDA C.A. NUMBER: 25846
CONCRETE SLAB ' •1,ti'••'• ��
O
0.5 91
CURB HEIGHT VARIES o r
b ATE OF e
.. , ,rte • A ••• .
' ::Ilflllssa'a
a� 05-02-18
CONT. FLOYD S. SIMPSON, PE
F= FL PE No. 50791
C OMMENTS
c�
c
SECTION - NON-BEARING STEPDOWN
STRAP SHALL BE COVERED WITH SIDING OR v0i
STUCCO
NOTE: LO
THIS DETAIL MAY BE SUBSTITUTED FOR
EITHER THE PA51 STRAP (STEMWALL) OR n
THE STHD14 STRAP (MONOLITHIC). o
O ^�
c U
R DETAIL - ALTERNATE FOR PA51 STRAP OR d
SD 1 STHD14 STRAP o
—° W W
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PAVERS BY OTHERS a�
8" GALV. ANCHOR EMBEDDED .E5) JOB NUMBER COUNTY
12" (SET -XP ADHESIVE) LL 18-0132 DUVAL
° Ep
DO NOT SCALE THIS DRAWING
= RELEASE DATE:
05-02-18
.: 8" TALL, 12" SQUARE GROUTED
o CMU OR CAST -IN-PLACE
CONCRETE
PEDESTAL ON 24"X 24"X 12" PAD DRAWN BY.
FOOTING WITH (2) #5 EACH WAY CMF
CHECKED BY:
21-0" A w TITLE:
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(2) MSTAM36-Z STRAPS
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NAIL EACH STRAP TO CRIPPLE STUD
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�— WITH (13) 10d COM NAILS
FASTEN STRAP TO FOUNDATION
WALL WITH (8)'/a" 2'/a" CONCRETE SCREWS
`°
x
INTO MASONRY OR (8)Y4" x 1 a" CONCRETE
m
SCREWS INTO CONCRETE. CONCRETE
a,
SCREWS SHALL BE POWERS "TAPPER" WITH
PERMA-SEAL FINISH OR EQUAL,
STRAP SHALL BE COVERED WITH SIDING OR v0i
STUCCO
NOTE: LO
THIS DETAIL MAY BE SUBSTITUTED FOR
EITHER THE PA51 STRAP (STEMWALL) OR n
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12" (SET -XP ADHESIVE) LL 18-0132 DUVAL
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= RELEASE DATE:
05-02-18
.: 8" TALL, 12" SQUARE GROUTED
o CMU OR CAST -IN-PLACE
CONCRETE
PEDESTAL ON 24"X 24"X 12" PAD DRAWN BY.
FOOTING WITH (2) #5 EACH WAY CMF
CHECKED BY:
21-0" A w TITLE:
2' FOUNDATION DETAILS
=
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DETAIL -PAD FOOTING AT PAVERS00
0
SD 1 N SD�l
O
(TYPICAL DOUBLE PLATE SPLICE)
48" MINIMUM SPLICE LENGTH
MINIMUM NAILING OF
16 0.131"x 3" NAILS IN THIS ZONE.
JOINT IN LOWER PLATE
rl
I
II
BUILT-UP CORNER POST
ALL NAILS NOTED ARE 0.131"x 3Ya"
NAILING AT STUD
TO DOUBLE PLAT
JOINT IN SILL PLATE
NAILING AT STI
—TO SILL PLAT
4" MIN.;
12" MAX.
DETAIL - TYPICAL WALL FRAMING CONDITIONS
H
SD -2
NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING
REQUIREMENTS AROUND OPENINGS IN WALL _
TYPICAL HEADER TO KING STUD CONNECTION I
(SEE DETAIL "E" ON SD -2) I
JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH
0.131"x 3" NAILS @ 6"O.C. STAGGERED
JACK STUD AND KING
STUD REQUIREMENTS
(SEE WALL LAYOUT)
H2.5A AT EACH
2x6
;OKOUT
2x4 LOOKOUTS48"O.C.
FOR
OVERHANG
2x10
ROOF SHEATHIN
(AS NOTED)
2x4 SYP BLOCKI
G BETWEEN
LOOKOUTS
11 "or 11 %"
LVL
BALLOON FRAMED STUDS (AS NOTED)
SINGLE PLATE N IL TO TRUSS
BOTTOM CHORD WITH 0.131" x 3Yn"
NAILS @ 6"O.C.
EXTERIOR SHEATHING SHALL BE
NAILED TO BOTT M CHORD OF TRUSS
6"O.C. WITH 0. 31" x 2%z"
PAILS.
(U.O.N. ON WALL AYOUT)
DETAIL- BALLOON FRAMED GABLE END (LOW CEILING VAULT)
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN 1/2 OF EXTERIOR ROOF PITCH
LBUILT-UP HEADER WITH 0.131"x 3/4"
NAILS @ 12"O.C. TOP AND BOTTOM
(U.O.N.)
NAIL EACH PLATE TO JACK STUD
WITH (3) 0.131"x 3%" NAILS - TOENAIL
OR ENDNAIL (TYPICAL)
DOUBLE SILL REQUIRED WHERE OPENING
WIDTH EXCEEDS 611"1 (U.O.N.)
J U
12" MAX.
ANCHOR BOLT (AS NOTED)
N
SD
I
I
I
I
I
I
I
I
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TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT
(2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL
PLATES WITH 0.131"x 3" NAILS @ 8"O.C.
STAGGERED
TYPICAL STUD TO DOUBLE PLATE
CONNECTION
(SEE DETAIL "G" ON SD -2)
SPH4 / 6 INSTALLED HORIZONTALLY
2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.)
\ �-2x_ TREATED SYP #2 SILL PLATE
BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE
NAIL EACH PLY WITH 0.131"x 3%" CONNECTION
NAILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2)
H2.5A AT EACH LOOKOUT
2x4 LOOKOUTS @ 48"O.C.
FOR OVERHANG
ROOF SHEATHING
(AS NOTED)
2x4 SYP BLOCKING
BETWEEN LOOKOUTS
BALLOON FRAMED
STUDS (AS NOTED)
DOUBLE PLATE
INTERIOR VAULT
EXTERIOR SHEATHING
SHALL BE NAILED TO
UPPER PLY OF DOUBLE
PLATE @ 6"O.C.
WITH 0.131"x 2'/z" NAILS.
(U.O.N. ON WALL LAYOUT)
DETAIL- BALLOON FRAMED GABLE END (HIGH CEILING VAULT
INTERIOR CEILING PITCH EXCEEDS% OF EXTERIOR ROOF PITCH
NOTE:
ALL MEMBERS SHALL BE #2 SYP. NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3Ya"
NAILS
2x6 B�OCKING BETWEEN TRUSSES WITH
(3) 0.1 0"x 3Ya" NAILS EACH END /
ROOF SHEATHING (AS NOTED)
II ��� II Il II
II II �� II
II II
II II II � ll
II II II �� I
Il II II
II II II ��
V GBC CLIP11 (2) REQUIRED AT EACH BRACE
' TOENAIL BOTTOM CHORD OF TRUSS TO
DOUBLE PLATE WITH 0.131"0%4" NAILS
@ 8"O.C.
2x4 DRYWALL BACKING INSTALLED
CONTINUOUSLY BETWEEN BRACES
SECTION - GABLE END WALL DIAGONAL BRACING
SILL PLATE (BELOW)
2x_ CORNER FRAMING FULL
HEIGHT STUDS (TYPICAL)
(2) ROWS OF 0.131 "x 3 Y4"
NAILS @ 12"O.C.
)IIILrSTAGGERED (TYPICAL)
2x6 OR 2x8 FRAMED
WALL
SILL PLATE (BELOW)
2x4 CORNER FRAMING FULL
HEIGHT STUDS
MINIMUM OF (3) 2x4 BLOCKS 12" LONG
NAILED WITH (4) 0.131"x 3'/a" NAILS TO
EACH ADJACENT STUD
ALTERNATE: INSTALL SOLID STUD IN
THIS SPACE
2x4 CORNER FRAMING FULL
HEIGHT STUD
(2) ROWS OF 0.131"x 3'/a"
NAILS @ 12"O.C.
LX4 I KAIVILU VVALL
SECTION -TYPICAL FRAMING AT 900 CORNERS
(3) 0.131"x 3%" TOENAILS AT EACH LOOKOUT
TU TOP CHORD OF TRUSS.
2x4 BLOCKING REQUIRED BETWEEN
LOOKOUTS
2x_ BARGE RAFTER
FASCIA (BY OTHERS)
2x4 LOOKOUTS @ 48"O.C.
H3 CLIP OR EQUAL AT EACH
LOOKOUT
GABLE END TRUSS (DROP GABLE)
2x6 BRACE SPACED @ 48"O.C. UNLESS
OTHERWISE NOTED ON ROOF LAYOUT.
ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH
0.131"x 2Y2" NAILS IF BRACE LENGTH
EXCEEDS 9'4".
LSTA12, LTP4, OR SDWC 15600 @ 48"O.C.
GYPSUM BOARD CEILING
LE PLATE
S AND KING STUDS
CITED)
ER (AS NOTED)
3LOCKING (TYPICAL)
31"x 3%" TOENAILS AT EACH
TYPICAL)
=ACH SILL PLY TO KING STUD
JDNAIL (TYPICAL) ILS TOENAIL
L BLOCKING AS REQUIRED FOR
IUM 1)12" NAIL PENETRATION
MAIN FRAMING MEMBERS.
-,AL)
SILL
_..THING MAY CANTILEVER UP TO
2" MAXIMUM PAST SUPPORTS. ALL
WINDOW ATTACHMENTS MUST BE
ANCHORED INTO 2x_ MEMBERS.
DETAIL - TYPICAL ARCH TOP OPENING
APPLY SHEATHING HORIZONTALLY FOR STUCCO
APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1
RATED OR 15/ 32" RATED SHEATHING MAY BE
INSTALLED VERTICALLY.
HEADER
NAILS AS NOTED
IN TABLE
JACK STUD
KING STUDS
NOTE:
NAILS MAY BE TOENAILED OR BACK
NAILED THROUGH KING STUD.
HEADER NAILING REQUIREMENTS
2x6
(3) NAILS PER PLY
2x8
(4) NAILS PER PLY
2x10
(5) NAILS PER PLY
2x12
(6) NAILS PER PLY
9 a'" or 9)/2"
LVL
(5) NAILS PER PLY
11 "or 11 %"
LVL
(6) NAILS PER PLY
14" LVL
(7) NAILS PER PLY
16" LVL
8 NAILS PER PLY
EE DETAIL - TYPICAL HEADER TO KING STUD CONNECTION
SD -2
NG AT STUD
OUBLE PLATE
NAILING AT STUD
METAL CONNECTOR REQUIRED METAL CONNECTOR TO SILL PLATE
(SEE CONNECTION SCHEDULE) NOT REQUIRED
STUD TO PLATE NAILING*
STUD SIZE ENDNAIL TOENAIL
2x4
(2)
(3)
2x6
(3)
(4)
2x8
(4)
(5)
2x10
(5)
(6)
ALL NAILS NOTED ARE 0.131 "x 3)/4"
DOUBLE PLATE DOUBLE PLATE G DETAIL -TYPICAL WALL STUD CONNECTION
2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. SD 2
THREADED ROD ASSEMBLY OR42x
ONCRETE 10d CUT NAIL
QUICK TIE AT NOTED SPACING 24"O.C. OR n"x 3 4" TAPCON 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131 "x 3 %" ENDNAILS AT TRUSS
CREW @ 32"O.C.
2x TREATED SYP #2 TREATED SYP #2 ROOF COVERING (BY OTHERS)
ILL PLATE ILL PLATE ROOF TRUSSES
CORNICE DETAIL NOTE:
(BY OTHERS) TRUSS TO WALL CONNECTION
UPLIFT (ROOF) -RODS OR QUICK -TIE FLOOR LOAD ONLY OR
HOUF WITH UPLIFT EASED / HARDWARE MUST BE INSTALLED
ON THE EXTERIOR SIDE OF THE
� �
METAL CONNECTOR OR METAL CONNECTOR ILL—
BLOCKING
ALL /
BLOCKING REQUIRED (AS NOTED)
(AS NOTED)" SIMPSON SDWC 15600 SCREW 1,%s" OR'3z" RATED SHEATHING, EXPOSURE I SHINGLE ROOF
@ 32"O.C. U.O.N. l32" RATED SHEATHING, EXPOSURE I - TILE ROOF
DOUBLE PLATE DOUBLE PLATE — / FASTEN WITH 0.113" x 2 XV RING SHANK
NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS.
2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD
SHEATHING (AS NOTED) SIMPSON SDWC 15450 SCREW CONNECTOR AT EACH TRUSS
2x SPF #2 STUDS @ 16"O.C. @ 32"0.C. U.O.N. (SEE TRUSS CONNECTION SCHEDULE)
ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.)
SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE
2x TREATED SYP #2 ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP
ILL PLATE Ll PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE
(NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES)
SHEARWALL UPLIFT (ROOF) - SCREWS GYPSUM BOARD
'32" FULL LENGTH RATED SHEATHING, EXPOSURE I.
/'7 1 gPr.TION _ INITFRInR IAIAI I rnnlnlTlrNc /RP:APIKI(./QWPAR1A/AI I FASTEN WITH 8d COM OR 0.131"x2%" NAILS @ 6"O.C.
2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS
ROOF COVERING (BY OTHERS)
ROOF TRUSSES
CORNICE DETAIL
(BY OTHERS) /
� I\
NOTE:
TRUSS TO WALL CONNECTION
HARDWARE MUST BE INSTALLED
ON THE EXTERIOR SIDE OF THE
WALL
Vis" OR'32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF
/ '32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF
— ' l32" RATED SHEATHING, EXPOSURE I - METAL ROOF
FASTEN WITH 0.113" x 2 3e" RING SHANK
NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS.
GYPSUM BOARD
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE)
(2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.)
WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN
ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP
PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE
STAGGERED ACROSS BOTH PLATES)
GYPSUM BOARD
2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT)
'32" FULL LENGTH RATED SHEATHING, EXPOSURE I.
FASTEN WITH 8d COM OR 0.131"x 2'/z" NAILS @ 6"O.C.
ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS.
(U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2
INSET WALL %" FOR STUCCO APPLICATIONS
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.
Zz 2x_ TREATED SYP #2 SILL PLATE WITH
SIMPSON %"x 6" TITEN HD (OR TITEN HD ROD COUPLER)
WITH 3"x 3"x Y4" WASHER @ 24"O.C.
SECTION - TYPICAL EXTERIOR ONE STORY WALL
ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS.
(U.O.N.) SEE "F" ON SD -2
2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT)
2x_ SOLE PLATE (U.O.N.) NAIL TO RIM
BOARD @ 6"O.C. WITH 0.131"x 3Ya"
NAILS
2Y3z" RATED STURD-I-FLOOR (T&G) SHEATHING
GLUED AND NAILED. FASTEN WITH 0.131" x 2Y" RING
_ SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE
FIELD.
/ FLOOR JOIST (I -JOIST SHOWN, SAWN
JOIST SIMILAR - SEE SECTION "Z" ON
SD -3 FOR OPEN WEB TRUSS)
Ya" CLEARANCE BETWEEN PANELS BETWEEN FLOORS
GYPSUM BOARD
RIM BOARD (LSL OR LVL)
NAIL JOIST TO PLATE WITH (2) 0.131"x 3%" TOENAILS
(2) 2x_ SYP #2 DOUBLE PLATE
(U.O.N.)
SEE DETAIL "EE" ON SD -3 FOR
BETWEEN FLOOR CONNECTIONS
TOENAIL RIM BOARD TO PLATE WITH
0.131"x 3%" NAILS @ 8"O.C.
GYPSUM BOARD
2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT)
'32" FULL LENGTH RATED SHEATHING, EXPOSURE I.
FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C.
ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS.
(U.O.N.) SEE "F" ON SD -2
INSET WALL Y" FOR STUCCO APPLICATIONS
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE
IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C.
2x_ TREATED SYP #2 SILL PLATE WITH
SIMPSON %"x 6" TITEN HD (OR TITEN HD ROD COUPLER)
WITH 3"x 3"xX" WASHER @ 24"O.C.-»., m-v_s r- e,,
�B�SECTION - TYPICAL EXTERIOR TWO STORY WALL- TYPICAL EXTERIOR TWO STORY WALL
SD -2
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� OMMENTS
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JOB
JOB NUMBER
18-0132
COUNTY
DUVAL
w
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'/a" = V-0" (U.O.N.)
a)
DO NOT SCALE THIS DRAWING
RELEASE DATE
=
05-02-18
U
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DRAWN BY: CMF
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SECTIONS AND DETAILS
Q (1 of 2)
= SHEET
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DOUBLE PLATE NAILING co
END VERTICAL BRACING REQUIREMENTS - u
--
BRITTLE FINISH FLEXIBLE FINISH EXTERIOR BEAM (AS NOTED) NAIL SHEATHING TO HEADER WITH (2) ^ J o
ROWS 0.131"x 2Y2" NAILS @ 6"0.C._ c:BRACING 16"O.C. 24"O.C. 16"O.C. 24" .C. DOUBLE PLATE E -a
NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" NAIL SHEATHING TO HEADER WITH (6) Lm
NOTCH BEAM AS REQUIRED TO 2Y" AT EACH END (TYPICAL) cn
2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" FIT BENEATH DOUBLE PLATE
3" O.C. NAILING WITH 0.131"x 2/NAILS
2x6 L BRACE 115" TO 182" 100" TO 158" 146" TO 232" 127" T 201" BEAM BEARS ON (2) 2x_ JACKS INTO BOTTOM (TYPICAL) ( ^ c
NOTE: (TYPICAL U.O.N.)
c W u
1
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: NAIL SHEATHING TO KING STUD z
Q CO
FLEXIBLE FINISHES ARE WOOD SIDING, HARDI PANEL, BRICK (NOTCHED BEAM) @12"O.C. MINIMUM. x o
VENEER, ETC.
RATED ROOF SHEATH NG (D �
v w,
a 2x_ L -BRACE NAILED TO z
v-=
VERTICAL WEB EDGE NAILING PER SHEARWALL c i
w ' ___ — REQUIREMENTS. NAILS MAY BE �
WITH 0.131"x 3" NAILS 6"O.C.CD
=- STAGGERED ACROSS TWO JACK � � � � � c°
¢ I
STUDS.
= VERTICAL WEB IN GA LE END -__ o � �
CD TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH / � v
_ (2 ROWS OF 0.131"x MY NAILS @ 6"O.C. / M
_ ) 1�1 % % % j �� EDGE OF PANEL (TYPICAL)_, -----
TYPICAL)
J 2x LOOKOUTS AT 48'O.C. NAIL SHEATHING ALONG BOTTO OF ' �%cu
v HEADER @ 3"O.C. /' j o co
1 " OR 24 INSTALL DSP CLIPS @ 24" O.C. OR
SPACING SEE TA SPH_ @ 32"O.C.
z E ° Ili- ANCHOR BOLT REQUIRED WITHIN 6" -------
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EXTERIOR BEAM (AS NOTED) OF KING /JACK UNIT MAY BE y N
DOUBLE PLATE LOCATED ON EITHER SIDE. +a
BEAM INSTALLED BENEATH DOUBLE PLATEI
ANCHOR BOLTS AS REQUIRED `u FLORIDA C.A. NUMBER: 25846 I
BEAM BEARS ON (2) 2x_ JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION
(TYPICAL - U.O N.)
CONDITION: 2 a°
cAseaaesea
` Jam,° .� •�' , 'Q'i
(DROPPED BEAM) o `� � v \• •�S�•'.����'
DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION s DETAIL - OPENINGS WITH SOLID SAWN LSL LVL OR PSL HEADER N . so79 f
SD3 SD3 SD342B
`STA OF
NAIL SCAB TO TOP CHORD WITH o n•vt n „ aOP.-0���1``,
ALTERNATE ANCHOR:
(4) 0.131"x 3/a' NAILS _ ofyr.�'��
%" x 6" TITEN HD NAIL EACH END OF BLOCKING TO 05-02-18
(MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH_ BOTTOM CHORDS WITH 0.131"x 3 FLOYD S. SIMPSON, PE
3
X EXTERIOR BEAM TRUSS IF NO WEB IS PRESENT ( )
ROOF SHEATHING (AS NOTED) WITH 2" x/a WASHER
„ L PE No. 50791
(3) 0.131"x 3Y4" NAILS TYPICAL AT oMrnENrs
H6 CLIP FROM EACH TRUSS —INSTALL 2x4 TRUSS BOTTOM CHING ORDS BETWEEN
12 O.C. �
ROOF TRUSS (BY OTHERS) WITH POST TO BEAM MONOLITHIC FOUNDATION - @ -a
I 2x4 X -BRACE ACROSS LENGTH OF EXTERIOR °'
I BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL BOTTOM CHORD OF TRUSS 0'
NAIL AS SHOWN - (5) Y8" x 6" TITEN HD SCREW ANCHOR ca
j TO REPLACE (1) ROW OF LATERAL 0.131"x 3Ya" NAILS PER PLY NAIL SCAB TO PLATE WITH (3) or Y8" x 6" SCREW ANCHOR BY NAIL EACH BLOCK TO DOUBLE PLATE
I i NAILED TO EACH PLY OF TRUSS WEB AT --, PT POST (AS NOTED) I I �/ ABU POST BASE ED) 0.131"x 3'/a" TOENAILS HURRI BOLT, INC. WITH (3) 0.131"x 3'/a" NAILS
BRACING INSTALL 2x4 No.2 SYP T -BRACE PT POST AS NO
I I i 3„ 1�
I.I or Y8 THREADED ROD SET 4/2 INTO 0-
I 6 O.C. WITH 0.131' x 3" NAILS H6 CLIP FROM POST 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE o
` I I TO REPLACE (2) ROWS OF LATERAL TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH DOUBLE PLATE
II
BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM %" THREADED ROD 0.131"x 3Ya" NAILS @ 4"O.C. STEMWALL FOUNDATION - EXTERIOR MINIMUM %6" RATED SHEATHING, 2
I I I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) : WITH NUT SET IN Y2" THREADED ROD SET 7" INTO EXPOSURE I FASTEN AS NOTED c
---+----- i --------- - WITH 0.131" x 3" NAILS @ 6"O.C. PLAN VIEW AT TOP OF POST + ADHESIVE TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL m
r ! _ • ___ I (7" EMBEDMENT) EDGES) U)
a J° ° DOUBLE PLATE INTERIOR APPLICATIONS- cm
IF EDGE DISTANCE EXCEEDS 5" 3
I \°. ` ; I a ° MINIMUM %6" RATED SHEATHING, USE MONOLITHIC CONDITION
\ . ° 4 I I / EXPOSURE I FASTEN AS NOTED45
' NOTE: ° ° al ° ON WALL LAYOUT (BLOCK ALL EDGES) ° ° a a
„ a a ca
T -BRACING TO BE USED WHEN '` LJ Am
CONTINUOUS LATERAL BRACING IScn
— — — —
IMPRACTICAL. SIDE VIEW AT BASE OF POST
SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POT W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION -INTERIOR SHEARWALL PARALLEL TO TRUSS
SD 3 SD 3 (USP DTB-TZ SIMILAR) SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS
TO BAND BOARD WITH 0.131"x 3'/a" SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C.
co
vi
NAIL DIAGONAL BRACE TO BLOCKING C°
a)
WITH (3) NAILS
ui
v�
2x4 BLOCKING - TOENAIL OR ENDNAIL 2x BAND BOARD PER TRUSS
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w o — TRUSS AS NOTED
(3) NAILS LL' cn MANUFACTURER ( ) MONOLITHIC FOUNDATION - -o
EXTERIOR aD
— Ys" CLEARANCE BETWEEN PANELS 2x4 SPF NAILER- NAIL TO TOP PLATE WITH 2" x 12" TITEN HD SCREW ANCHOR L
BETWEEN FLOORS 0.131 "x 3 a" NAILS @ 6"O.C• or %" THREADED ROD SET 7" INTO
NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE
WEBS WITH (2) NAILS a'
STEMWALL FOUNDATION - EXTERIOR
2x4 SPF No.2 DIAGONAL BRAC 2%2" RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO
(TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x 2%° NAIL PORCH SHEATHING AS NOTED ADHESIVE
CONTINUOUS LATERAL BRACT G) NAILS.
NAIL DIAGONAL BRACE TO TRUSS EXTERIOR FRAMED WALL
INTERIOR APPLICATIONS -cu
c V
j WEB WITH (3) NAILS TOENAIL TRUSS TO PLATE WITH IF EDGE DISTANCE EXCEEDS 5" USE
(2) 0.131 "x 3 4" NAILS Y" x 12" TITEN HD SCREW ANCHOR as V
or %" x 8" TITEN HD SCREW ANCHOR a =
` DOUBLE PLATE (U.O.N.) or Y8" THREADED ROD SET 6" INTO o V
44.
z SECTION -TYPICAL OPEN WEB FLOOR TRUSS AA SECTION -EXTERIOR WALL PARALLEL TO TRUSS o m
• E O
�11"CONTINUOUS LATERAL BRAC (QUANTITY SD 3 SD 3 SIMPSON 3/8"0 x 6" TITEN HD OR 0 = V
AND LOCATION DEFINED BY TRUSS SHOP 8" THREADED ROD SET IN ADHESIVE LJJ N Z
Z
I DRAWING.) WITH WITH 1'I WASHER EMBEDMENT � � Q J
NAIL CONTINUOUS LATERAL BRACE TOcn
a
EACH TRUSS WEB WITH (2) NAILS SHEATHING BB DETAIL - TYPICAL HTT5 INSTALLATION g �'
FIELD NAILING SD -3 °'
W
I I ROOF TRUSSES (BY OTHERS) (USP PHD5 SIMILAR) > = M
DETAIL - ANCHOR BOLT
UPLIFT CONNECTOR (AS NOTED)SHEATHING EXTENDS DOWN ONTO C z w
I I
/—SHEATHING
RIM JOIST MINIMUM 6" w 0
2x4 SPF BLOCKING- NAIL WITH (2) ���� TO ALLOW FOR NAILING MONOLITEXTERIOIC FOUNDATION - ai
0.131"x 3Y4" NAILS AT EACH END U
(3) TRUSSES MINIMUM (END NAIL OR TOENAIL) _ EDGE NAILING Z8" THREADED ROD SET 15' INTO JOB NUMBER COUNTY
FOR CONTINUOUS LATERAL BRACE
AT SOLE PLATE ADHESIVE DOUBLE PLATE w 18-0132 DUVAL
:a
BRIM BOARDSTEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x 16" WASHER %" = 1' 0" (U.O.N.)
NOTES: (2) ROWS 0.131"x 2%" NAILS /8" THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPS% SLOTTED DO NOT SCALE THIS DRAWING
S1 ADHESIVE WASHER WITH 1" WASHER. = RELEASE DATE:
TRUSS BOTTOM CHORD AGGERED @ 6" O.C. REQUIRED 05 -02-18
1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING %"PJ THREADED RODC3 REVISION&
NAIL PORCH SHEATHING AS NOTED MIN. Y8" SPACE BETWEEN PANELS INTERIOR APPLICATIONS- —
2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) ® IF EDGE DISTANCE EXCEEDS 5" USE
EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE Z8" THREADED ROD SET 8" INTO 3 3 �, DRAWN BY:
SIMPSON „ 0 x 6 „ TITEN HD ROD COUPLER a� CMF
DOUBLE PLATE MINIMUM 6" ADHESIVE WITH 1" CUT WASHER CHECKED BY:
TO ALLOW FOR NAILING a A OR e" THREADED ROD SET IN ADHESIVE WITH w TITLE
EDGE NAILING AT DOUBLE PLATE
A .AMINIMUM 5" EMBEDMENT WITH 1" CUT WASH. a' SECTIONS AND DETAILS
�I•; .' .0 (2 of 2)
. ®CQPY en
r;r
= SHEET.
DETAIL - TYPICAL LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION CC DETAIL - THREADED ROD ASSEMBLY00
SD 3 SD 3 SD -3 (USP PHD6 SIMILAR) SD 3
O