121, 125, 129 DONNER RD - STRUCTURAL DRAWINGS DESIGN SPECIFICATIONS: GENERAL NOTES: All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry(Brick): 13. Fasten plies of 1 1/4"wide engineered lumber as follows: a)
(D
minimum 6 mil. polyethylene(visqueen)vapor barrier. Slabs shall be reinforced with 2-ply beams with(3)rows of 0.131"x3%"nails @ 12"o.c. 00
Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, 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 1/4" nails @ 8"o.c.(each side) U')
CN
Architectural,civil(site), electrical, mechanical(plumbing and HVAC),waterproofing, Hollow Brick, respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 1/4"long SDW screws @ 12"o.c. LU
Code, Residential,and the Florida Building Code, Existing Building(as applicable). and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of"'to 2" 102
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per CD a)
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: LL c
DESIGN CRITERIA: cubic yard in accordance with manufacturer's recommendations.
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall Ld :G
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 3:
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type Slabs on grade shall bear on structural fill which shall be clean sand free of debris and
E
130 mph o.c. and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). >
Basic Wind Speed: of construction and occupancy. other deleterious material. Structural fill shall be compacted to a density of at least 2: CD
a.Welded connections: AWS D1.1 -0
Building Risk Category: 11 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection 0 @)
3. The contractor is responsible for the means and methods of construction. It is the 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 0 U) C;)
Wind Exposure: B(Enclosed Structure) shall be provided in accordance with applicable code requirements. If soil treatment .7
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 n 'Ile
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary is used, the treatment shall be done after all excavation, backfilling,and compaction Lo 0 CID
bracing as to insure the safety of the building and its component parts during 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d. Structural steel tubing: ASTM A500 <
Building Type: Type V Construction is completed. E 3
construction. Ad ustable or strand wire veneer ties shall be used at CMU walls. a)
Wind-Borne Debris: NOT located in the wind-borne debris region j CL CNI
2. All structural steel connections and fabrications shall comply with AISC specifications. C:>
4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be 4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used for C'4 CU
:M E
Unless otherwise noted, project site considerations shall be the responsibility of the 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 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. LLI
owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work. (ASTM D 1557)for a depth of at least two feet(2'-0")below the bottom of the footing. 3: LLJ
windows where brick is self-supporting. If the length of the opening exceeds 6-0"then CID F-
determination of grade elevations,drainage features,and special requirements Cn CD
5. The contractor shall supply, locate, and build into the work all inserts,anchors,angles, the steel angle shall be attached to the wood framing with Y8"x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 12V =) Cn
associated with FEMA flood hazard and/or DEP zones. 11. The following minimum concrete cover shall be provided for reinforcement: CL U) `I:
plates,openings, sleeves, hangers, slab depressions,or other components as may be o.c.or Simpson Y4"x 3"SDS screws @ 12"o.c. shall not be used. X CD
required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth a)
DESIGN DEAD LOADS: 2" Concrete exposed to earth or weather
1 1/2"Concrete not exposed to earth or weather WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n.
6. All details and sections shown on the structural drawings are intended to be typical LLJ C:>
Floors: 2-7 M
1. All wood framing has been designed in accordance with"National Design Specification 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior -0 L
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 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following 0
where indicated otherwise. (NDS)for Wood Construction,"2012 edition. to painting, steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". r
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor minimum lengths:
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be #4 bars: 21"minimum CN
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #5 bars: 26"minimum 2. Southern Yellow Pine member design incorporates design values for all sizes and 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
0 < flo
shall contact the Engineer for clarification in cases of conflict between the structural grades of visually graded Southern Yellow Pine dimension lumber per"Supplement surfaces exposed and visible to the exterior of the structure. 00
#6 bars: 32"minimum F- 00
Roofs: drawings and any drawings prepared by others prior to commencing work. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by U)
the Southern Pine Inspection Bureau(SPIB). 8. Field touch-up after installation where required to restore final finish.
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
cc
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. ca_ 0
The design of the project structure assumes an allowable soil bearing capacity of 3. All wood members exposed to weather or in contact with masonry,concrete or soil HARDWARE AND ANCHORS: -2
Refer to Architectural Plans for Roof Covering System 14. The contractor shall provide spacers, chairs, bolsters,etc.,necessary to support
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. 00
reinforcing steel. Support items which bear on exposed concrete surfaces shall have
noted assumptions. All requirements for site preparation and soil compaction 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
DESIGN LIVE LOADS: ends which are plastic tipped or stainless steel. V_
specified in the soils report shall be followed unless more stringent requirements are 4. If ACQ treatment is used on any wood member, then all nailing shall require United Steel Products(USP), or Engineer approved equal. ca
specified in these plans. hot-dipped galvanized nails meeting ASTM Al 53, Class C,or ASTM B695,Class 50.
Floors: III ASONRY:
If borate treatment is used then galvanizing is not required. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
Exterior Balconies: 40 psf
F1554, Grade 36.
Exterior Decks: 40 psf CONCRETE., General:
5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for Cn
Stairs: 40 psf(or 300 lb point load) 1. All concrete work shall be in accordance with"Building Code Requirements for Metal Plate Connected Wood Truss Construction(TPI 1-07)." 3. All metal connectors and hardware which are exposed to the exterior or in contact ca
Garages: 50 psf(or 2000 lb point load) 1. All masonry work shall be in accordance with"Building Code Requirements for a)
Structural Concrete,"ACI 318-11, and"Specification for Structural Concrete,"ACI 301. with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per -0
All Other Areas: 40 psf Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI 0
530.1-11 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. ASTM Al 53, Class C,or ASTM B695,Class 50. - FLORIDA C.A. NUMBER:25846
2. All concrete shall have the following minimum compressive strength at 28 days: a)
Attics: Slabs on grade,footings,and misc.concrete: fc=2500psi 2. G rou t sha I I conform to AST M C4 76 wi th m i n i m u m 28 day com pressive strength of 7. The Truss Manufacturer shall submit shop drawings and design notes with a 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with -J=-;
Without Storage: 10 psf Structural slabs,walls, beams and columns* fc=3000psi 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8"to 11". registered Engineer's seal for approval. Design notes shall include the rated load Florida Product Approval)and installed according to the manufacturers instructions. 2 001001#1"hol
With Limited Storage: 20 psf M 00% A%A
Designated radon zones only-all concrete: fc=3000psi capacity of the truss to truss connectors,and the manufacturers license to fabricate Holes shall be cleaned of all debris and brushed out prior to installation of anchor L_ 9'% Y,� H Ut
With Storage: 30 psf(fixed stair access) 0 p4!,
3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used trusses utilizing the connector system proposed. The contractor shall approve adhesive. fie
fabrication and installation drawings showing size,shape and layout. 4
3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) in brick veneer. (D % Irk.
Roofs: > 4*
Less than 4:12 slope: 20 psf ROOF COVERING: CID 1
4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 8. Jobsite handling and erection, including temporary bracing,during installation of 0 1 ,
Cn Z
4. The contractor shall be responsible for the design and installation of all flashing. 33152
trusses shall comply with TPI/WTCA BCSI 1. 1. The contractor shall be responsible for the design and installation of the roof covering cc
5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic system.
DEFLECTION CRITERIA: C oncrete Masonry(CMU):
material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened E %
to their supporting walls or beams with metal connectors as noted in the Truss 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the
Walls: 1 Concrete masonry units(CMU)shall be ASTM C90-1 1 B, Hollow Load-Bearing
700
00
6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Connection Schedule. manufacturer's requirements. OR%9-
Wind loads with plaster or stucco finish: L/360 Concrete Masonry Units, normal weight,with a minimum compressive strength of 0 "a** see
Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Details and Detailing of 1900 psi(f m=1500 psi).
Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural 10. All gable ends shall be balloon framed or braced in accordance with the applicable 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation S10 N
Wind loads with flexible finishes: U120 or U180* ""oo %%%
U1 80 for exterior walls with interior gypsum board finish. drawings. All continuous reinforcing steel in masonry shall be lap-spliced with the following detail as shown in the structural drawings. Manual,"and the manufacturer's requirements. ca
Floors: minimum lengths: E JEFFREY K.HULSBERG,PE
>_1
Live Load: U480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #4 bars: 20"minimum 11. Guardrails, handrails, and guard in-fill components(Balusters and Panel Fillers)shall 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according
shall be in accordance with"Standard Tolerances for Concrete Constriction and be provided by others. to the manufacturer's requirements. ca FL PE No.33152
Total Load: L/240* #5 bars: 25"minimum OMMENTS:
Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill piate.
Increased floor stiffness may be required by floor covering manufacturer #6 bars: 30"minimum
12. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum material 5. The contractor shall be responsible for the design and installation of all metal flashing CID
0)
Grout all cells containing vertical reinforcement in 6-0"maximum lifts�. specifications: and valley material.
Roofs: co
LVL or Parallam LSL C--
Live Load: L/240 0
E=2,000,000 psi E=1,550,000 psi
Total Load: L/180 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall Fb=2,600 psi Fb=2,325 psi 0
height exceeds 5-131". Fc=750 psi Fc=900 psi _0
a)
E. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi 0
0
4-
4-
0
(D
co
W
cc
CU
Cl)
I_-
.2)
C0
C6
CID
a)
All window, door and soffit assemblies shall be designed to withstand the design U)
pressures indicated below and shall be installed in accordance with the
manufacturer's requirements. Ui
.2)
Cn
Metal Connector Fastening Schedule
WIND PRESSURES ON WINDOWS, DOORS & Sinrqpson ID USP ID Uplift Capacity(Ibs) Fastene�s Anchorage (U.O.N.) ca
A35 IMPAI n/a (12)0.131"x 11/2 n/a ........... ------------- ---------- cli
-............. ----_------- ..... .................................- cc
SOFFITS (psf) ABU44-Z 2200(SYP) (12)0.162"x 21/2`or(12)0.162:'x 31/2" 5/8"w/7"embed CID
ABU PAU66-TZ 2300(SYP' (12.)0.162"x 21/2`or(12)0.162"x 5/8"w/7"e.mbed ..........- ----------
---------------------- ____--------------- .........-----------------------------------........------------------------------------------_ I ...................
AREAOFOIPENING EDGESTRIP(5) INTERIOR ZONE(4) C S 16 RS 150 1705(SY P or S P F) (11)0.148"x 3"in each end-(221 total n/a C6
DS 10 6
Pos Neg Pos Neg RS P T6-2 775(gYP or SPF) (8)0.148"x 1112"into studs n/a
(6)0,148"x 1M.,"into double plate
cc
0 to 20 sf 18.3 -24.5 18.3 -19.8 DTT2Z DTB-TZ 2145(SYP-) 1835(SPF) (8)%"x I SDS 1/2"wl 41/25'em bed (m ono)and 7"embed(stem)
20.1 to 50 sf 17.5 -22.8 17.5 -19.1 GBC HC520 n/a (5)0.131"x 11/?"into gable brace n/a
"I Cn
�_O_.1 to 100 sf 16.4 -20.6 16.4 -18.0 (7)0.131"x.21/2"into double plate
100.1 to 200 sf 15.5 -19.1 15.5 -17.1 H2.5A n/a: use RT7 600(SYP) (5)0.1319'x 21/2'�in each end-(10)total n/a
-__ E
200.1 to 500 sf 14.7 -17.4 14.7 -16.3 H2.5T nfa� use RT7 545(SYP or SPF) (5)0.131"x 1112"in each end-(10)total n/a rn
,Soffit Design Pressure 18.31 -24.5 18.3 -19.81 H3 RT3A 455(SYP) (4)0.131"x 21/2"in each end-(8)total n/a
Base Design Pressure 15.50 GCpi ±0.18 H6 LFTA6 950(SYP)820(SPF%) (8)0.131"x 21/2"in each end-(16)total n1a
RT8A -145(SYP) (5)0.148"x 1 1/2"in each end-(10)total nfa >
0
HDQ3 n/a, use UPHD8 7630(SYP)5495(SPF) (20.)1/4"x 3"SDS 7f8"w/ 15"embed(SET-XP epoxy only) 0
HDU5 .PHD5 5645(SYP)4065(SPF) (14)%"x 2%"SDS 518"w/7"embed(�iono)and 12"embed (stem)
------------ ..............._........................................... ..................______.......... ..............- .............. .................................... __�................. __--------- ------------
/4"x 3"SIDS 7/8"w/ 15"embed(S ET-XP epoxy only) 0 UJ
TYPICAL EDGE STRIP(5) HDU PHD6 6970(SYP)5020(SPF) (20,)1
HETA16 HTA.16 1810(SYP) (10)0.148"x 11/2" 4"embed
a=5.4' ....... ---------------- --------- ------------------------------------- ----------------------- ..............-------------------------------- I - ............ ........... .......................... ......------------------- CU
H'TI'S20, HTS'24 or HTS30 HTW20, HTVV24 or HTVV30 1450(SYP) 1245(SPF) (110)0.148"x 3"in each end-(20)total n1a Cn
HTS M 16 or HT�M 20 HTW M 16 or HTW M 20 1175 I[SYP) (8)0.148"x 3"into wood n/a
TYPICAL INTERIOR ZONE(4) (4)1/4"x 21/1"Titen into CMU U)
(4)W1 x 13n"Titen into concrete CL UJ
HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162"x 21/2` 5/8"w/7"embed(mono)and 12"embed (stem)
HTT5 HTT5 5090(SYP) 4375(SPF) (26)0.162"X 21/;,� 5/8"w/7"embed(mono)and 12"embed (stem)
0
LTP4 MP4F n/a (1210.131"x 1'112 n/a
LSTA18 LSTA 18 1235(SY P) 111 O(S P F) (7)0.148"):3"in each end-(14)total n/a 0
LTS12 LTVV12 775(SYP)665(SPF) (6)0.148"):3"in each end-(12)total n/a E
0
MSTA24 MSTA24 1640(SYP) 1455(SPF) (9'�0.148"k 3"in each end-(18')total n/a
MSTAM24 MSTAM24 1500(SYP or SPF, (9)0.148"x 3"into wood n/a
(5)1/4"x 21/11'Titen into CMU
(5)1/4"x 13/,1"Tten into concrete
MSTA30 MSTA30 x I
MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x 3"in each end-(26)total n/a LL1
M UJ
UJ
MSTAM36 MSTAM36 1870(SY P or S P F) 13)0.148"x 3"into wood n/a
(D Z
(8)Y4"x 21/6"Tten into CMU
1/4"X 1�,I"T t C)
(8) en into concrete
MTS 12 or MTS20 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148"):3"in each end-(14)total n/a UJ
7)0 148"x 3"
MTSM16 or MTSM20 HTW M 16 or HTVV M 20 860(SYP) into wood n/a LU
:Z
J (4 1/4"x 21i�"Titen into CMU LILI 0
(4)Y4`x 13/,"Tten into concrete a) _J1
AAI CD CL
4"embed
PA51 TA51 2940(SY P or S P F) (14)0.162"x 21/2"or(14)0.1625'x 31/2
SPH4 or SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0�148"x 1 M, n/a JOB NUMBER: o COUNTY
16 7651 :DUVAL
SSP RSPT6 350(SYP or SPF) (4)0.148"): 1 1/2"into studs n/a UJ
ED
,(3)0.148"x 1112"into double plate
NTS
STHD14 ISTAD14 1421 O(SY P or S P F) 1(30)0.1 48"�x 3 114"embed
DO NOT SCALE THIS DRAWING
Notes. ELEASE DATE:
06-09-16
1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.C.N.) Cj LVISUNS:
2. SYP Southern Pine', SPF = Spruce-Pine-Fir OFFICE COPY
3. Mono monolithic concrete- stem = masonry stemwall or bond beam
DRAWN BY:
4.Anchorage refers to threaded anchors with noted diameters and embedment depths a) DJM
CHECKED BY:
MWEWED FOR CODE COMPLIANCE KH
U.J TITLE:
CD
CITY OF ATLANTIC BEACH GENERALNOTES
WE PER&M FM ADOMONAL
Cn
FATS MD MUNT IONS =3 -- -
MM: SHEET:
@
d
-S 0
u
MONOLITHIC
co
Ul)
UJI c%4
2) m
_j �
CD CD
U- a
=3
m: q
E i con
UO)
0 0)
(D
CD
cu
E
2x—STUDS @ 16"O.C.(U.O.N.) Lu
ui
cn I-
2x TREATED SILL PLATE ca C.0
2 =) co
(SEE TYPICAL WALL SECTION Ca. cn I,*:
X C:>
FOR ANCHORAGE) (.0
clq
CURB HEIGHT VARIES Lu C:>
4"CONCRETE SLAB WITH 6x6 L
0
Wl.4xl.4 WWF OR FIBERMESH .4- r cn
0
cn 0 < C-0
_c_ . co
A= w
< U)
> Is 4 0 c
ca
0- 0 L
VAPOR BARRIER OVER -2
85'-6#1 TREATED AND COMPACTED FILL 00
1 P-811 20"WIDE FTG-(3)#5 CONT. ca
0
91-211 43'-1 0" 21'-6" 31-011 81-011
Z
co
24"x 24"x 12"PAD FOOTING
A SECTION - BEARING CURB IN GARAGE -0
WITH(2)#5 EACH WAY -2 FLORIDA C.A. NUMBER:25846
(n
,�2
(TYPICAL) CD
cn _c_-
SEE DETAIL"E"ON SD_l,
2,
ca
. ............................................. .............................................. .......................... 16-
.................................................................................... . 0
....... ....... ............ .............. . . ........................................... ......... ..... ......................... ... .. ............................ ..................................... .. FlUt
........ ........ ................ .I............................................. .......................... 49,6"..
..... ... ........... .............. ........................................ w",
.............................................I............................... ...........................................I.......... ................. ........... ................ ........ ..............
................................ .. ........... ........ ..................................................... ............................ ..............................................................
.......... ............... ............................ .. ................ .....
.........
>
..-*
N
CN 0
cn
_&_
...... 33 52
...... Ca
E
- F
...... .......
X
....... 0 OR\V:
S/QNPV
....... rQ ca Q&60%%
E
:z CO JEFFREY K.HULSBERG,PE
Lu
"44 V-1
< FL PE No.33152
0 0 cu
/^B = OMMENTS:
U) fir EL
j ci 0
UJ 0 - u') a)
14'-611
16'-Z' 16'-2" ......
....... 'K \ 0 Uj 'Lu ca
Lu CD
....... ca
uj
Lu
.... Lu U) 0
....... IL
L
0
'3" 1
3'-3" 1
0
co
0
CD
cn cu
-1 .............. .. .. ... ... ..
................. ..
..... .................... . . . .: .:...L — =.—.77. .................. ....... ...... .... ..... ...... ........................ cn
........... ......................... . ... ...
................... ............................................................ ............... ..................................... ........... ..................... ........................... .............................
........................
............................................................... .......... ...................
................. ................................... .................................................................................. . .. ............................. ......... .... .. ........
.......................................... ......... ............ ......... ......
.......... .. .... ........... ........................... .. .................................. ......... .......... ..................................... ....... . ..... . .. .. .. ... .... ........
..... . ..... ............................. .......... .........
.............. .................................................................. ................................... ........................ . : cu
............... ............... ... ... ................. . L
......... ........................................
............................... ............................ ..............................................
...... ... . . .....
CD ....... _0
ca
CN
...... cn 24"x 24"x 12"PAD FOOTING
WITH(2)#5 EACH WAY
rK
F_
(TYPICAL) a)
24"x 24"x 12"PAD FOOTING _0
SEE DETAIL"E"ON SD 1
cu
WITH(2)#5 EACH WAY
(TYPICAL) F_ �2
SEE DETAIL"E"ON SD-1 cn
cli
161-211 161-211 14'-6"
(D
C?
40 co
CN C6
ca
Z cl) (3.)
LLJ :2
(2- z
00 cn
4"CONCRETE SLAB WITH
U) of 1L C)
6x6 Wl.4xl.4 WWF OR ci
UJ 0 — ca z
FIBERMESH OVER 6 MIL C) 0 < K
VAPOR BARRIER COVERING in ui 'ui
LU (D 0
AN AND COMPACTED FILL. c� < uj SD-1 cn cn
a)
CLE ED Q uj
uj < c/)
L
...... SD 0
CAI
L ......
F_
.... co
CL >
0
0
C14
z
............ ... ...... ui
.... .. ........................................................... .................
...................................... ........................................ ........... ... ..........
.............. . .................................. ..........
. ............. .. ..... .. ................I................................................................ ........... .......... 0
. .. . ........... .................
_0
.......................... ................................ ... .. .......... .............. ..........
.......................... ...............
.............. ..............I........................................... .............................................................................. ........................................................................................................ cu
. .............................. .....
.................................. .
.. ....... ......... ........
co
...... ....... .... ....
. ................. ........ .......
............ ..... . ...... ....... ...
.2) U)
0
...... ui
31-311 0
cc 0
24"x 24"x 12"PAD FOOTING F_ ........
L 0
WITH(2)#5 EACH WAY 0
E
(TYPICAL) F_ ...... m 0
E
0
IL"E"ON SD-1 C/) Q 0
cn
LEE—D1 T A' ......
16'-2" 14'-6" ....... 0
....... 16'-2u 0 cn
CD a)
....... ci 0 = i-> =D
...... ....... 0 __j
....... Lu a)
co Uj LU
/�K 1 0 0 ;� a) I
-1 1 - ....... 0 Lu ui
co ...... ;z
Lu
....... KK <
US
SD-1
0
... ....... I '**�N 0
rQ j
L 11
....... ci Lu
SD-1 w
z
W
L ...... 0
....... F_j
L
JOB NUMBER:
16-0765 I"":DUVAL
...... GALE:
C? F 'LE COPY CD
......... 1/4" =l'-O"(U.O.N.)
...............
................. ....... ............ ...........
...... ... ...
.......... ............................... .................. cf) DO NOT SCALE THIS DRAWING
.......... .................. ...
.... ....... ...
.......................................................................... ... .................................................................... ................. ............. ................ ELEASE DATE:
..............
..............
...................................... ..... ..................... ..................... .............................................................. ........... ............ CJ SUGGESTED CONTROL JOINT 06-09-16
LOCATIONS 6 EVISIONS:
cl
co D E NOTES TWO STORY a) DRAWN BY: DJM
FOOTING CONDITION
'a CHECKED BY:
91-011 91-2'0 43'-10" 21'-6" 2'-0" JKH
Lu
FOUNDATION PLAN
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
850-611
r SHEET:
USING FINAL APPROVED FLOOR PLAN PRIOR
co
TO CONSTRUCTION.
C)
-FOUNDATION PLAN-
rA
FFURL HEIGHT WALL SHEATHIN—G] DOUBLE PLATE
u
co
NOTES: LO
Lu C-4
cv*3
_j —
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 a)
UL C;
STUDS @ 16"O.C.FOR PLATE HEIGHTS U TO 9A Y8"-U.O.N. Ld 4-:
:�
E
0 0 HEADER(AS NOTED)MAY BE RAISED TO BOTTOM cl)
2) ALL FIRST FLOOR INTERIOR BEARING kLLS SHALL BE CONSTRUCTED WITH2x4 22 -0
0 OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT 0 @)
0 cn
.7
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO Y-1 Y8"-U.O.N. TOP OF OPENING WITH RAISED HEADER. n -'%f
0 A2 0 cl)
0 < _Ln
THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS. CL CN
FASTEN SHEATHING TO HEADER 0 0 C-4 cu
E
IN 3"GRID PATTERN AND FASTEN (2)MSTA30 STRAPS Lu ui
SHEATHING TO ALL FRAMING @ 3'O.C. cn t--
0 w 0 cn C-0
GARAGE DOOR NOTES / // 0 NOTE:SHEATHING ONLY SHOWN FOR cn
USE 0.131"x2j/2"NAILS AT ALL LOCATIONS(U.O.N.) 1,4,
0 cn 194:
NARROW WALL SECTION. x R C:>
1. INSTALL(jj MSTA30 STRAP AT EACH END a) 6 cp
REMAINING SHEATHING NOT c'!
OF GARAGE DOOR HEADER.NAIL STRAP 7`� SHOWN FOR CLARITY.
41 0 6
FASTEN PLATE TO HEADER 07 x Lu C:)
INTO HEADER AND JACKS BELOW. Qw� Z m
w/(2)ROWS OF 0.131"x 3 Y4"@ T'O.C. LIL
2. EMBEDDED STRAP AT EACH END OF GARAGE MINIMUM(3)STUDS 0 cn
.x 4,� 4
0///
DOOR OPENING SEE DETAIL"F"ON SD-1
X 0
5,/ C14
MINIMUM(3)STUDS 0 < C.0
00
00
cn 4
m C:)
m
NOTE:
0 0/0 a d, cu
INSTALL SOLID BLOCKING BETWEEN CL 0
0 0
FLOORS AT ALL SECC�ND FLOOR 00
IL�UILT-Ulf POST%c MINIMUM 0
16 // /
RATED SHEATHING 4 ,(/s, cu
_0
NAIL BLOCKING TOGETHER
On
wl(3)EVENLY SPACED 0 cn
ca
0.131"x 3 Y4"
FLORIDA C.A. NUMBER:25846
NOTE: STHD14 EMBEDDED STRAP
EACH EXTERIOR POST SHALL BE TREATED F S TYPICAL ALL (OR HTT5 IF NOTED)
D- EXTERIOR WINDOW AND
44 POST ON ABU44-Z POST BASE.STRAP ca
%_
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP DOOR OPENINGS 0 4o", y, H
0
OR(1)MSTA24-Z. V EPDXIED ANCHOR BOLT-
/—STHD14 EMBEDDED STRAP a)
TYPICAL ALL POSTS-(U.O.N.) w/(7)MIN. EMBEDMENT w/ (OR HTT5 IF NOTED) >
SEE DETAIL"U"ON SHEET SD-3 (3)2x4 BUILT-UP (3)2x4 BUILT-UP 0
_c2 '3�i52
MINIMUM 2"x 2' x Y161. o
cu
POST(MIN.)WITH
POST(MIN.)WITH HTT5 PLATE WASHER
-Z HOLDOWN HOLDOWN
DTT2-Z HOLDOWN DTT2
0 9w, 0 or c
0 0 a/
+1
4— /,6 CONCRETE FOOTING
< cn 4?
PER FOUNDATION PLAN
C? Of , 0 polpx*
0 Id
U- 6 Id
U— /ON
Lu 0 ca 106064&te,
E
JEFFREY K.HULSBERG,PE
u.j ui
Id
U) FL PE No.33152
ca
CONSTRUCT USING APA NARROW WALL
16 . . M N
Lu METHOD WITH HEADER CONTINUOUS ACROSS 4<
r 00 < CN
X
. ........ x RETURN WALLS(SEE DETAIL"N'ON S-3) a)
:z C14
lox
cc
no_
0 cn
0 uJ
04 (3)2X4 BUILT-UP (3)2x4 BUILT-UP HTT5 0
T_
x
POST(MIN.) POST(MIN.) HOLDOWN 0
ALIGNED WITH ALIGNED WITH <
I/�A DETAIL - NARROW WALL METHOD DETAIL
# GIRDER ABOVE. GIRDER ABOVE. < 0
. ................. .... . . ........ ..... ........... 0 2
SD-# . ...... ........
.................... I : * 11 1\ -�3 CID
TWO STORY RODS @ 6:0.C. MAX RODS 41 O.C. MAX
0
. . . . . . . .. . . . . .
. . . . . . . . . .
cc
CD .. cn
. ................
_1,, d ry e r rl-erer ?,esw
fix I In
e 1 1-1 1 ry _rlj
ly rl_r" j
—4
cc
... ....... _�2)TxVMI7TD_M
R
NOTE:
SD-3 co
< THIS OPEN PORCH CEILING REQUIRES A
U- VON)
U)
. . . . . . SHEATHING.FASTEN WITH 6d
. . . . . . . . . . . . . . NIMUM Y8
. . . ........ . U- M,
COM OR BOX NAILS AT 6"O.C.ON EDGES a)
R AND 12-O.C.IN THE FIELD. _0
C6
cu
SD-3 TWO STORY RODS @ 4'O.C. MAX a)
NOTE:
. ............... a)
EACH EXTERIOR POST SHALL BE TREATED r cn
44 POST ON ABU44-Z POST BASE.STRAP
�:T
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP < R
co
OR(1)MSTA24-Z. SD-3 =
THREADED ROD LEGEND: .2"
,tt,4 J
U-1 < cn cn
TYPICAL ALL POSTS-(U.O.N.) a)
SEE DETAIL"U"ON SHEET SD-3 < 3/8"THREADED ROD FROM
ui U FOUNDATION TO DOUBLE PLATE.
uj
110 00 ca
:3z X . ........... . U- (4"MINIMUM EMBEDMENT REQUIRED)
C14 UJI 0 C6
. ......... . cu
u-i :2
no- UJ Z) 0 0 = Y8"THREADED ROD FROM
HTT5 co cn
ui
< FOUNDATION TO UPPER cf�
x 0)
L HOLDOWN CONSTRUCT USING APA NARROW WALL FLOOR DOUBLE PLATE.
< om, III T,_
METHOD WITH HEADER CONTINUOUS ACROSS
(4-MINIMUM EMBEDMENT REQUIRED) ca
co z
w 0 111 x RETURN WALLS(SEE DETAIL"K ON S-3)
0 U)
co 0 w 111 13 HOLDOWN(AS NOTED) cn
I
R
3� w 2 111 INSTALLED AT SILL PLATE
A CD =)
SD-3 < 0
TWO STORY RODS @ 41 O.C. MAX RODS @ 4' O.C. MAX 0� cn
< Z
.2)
SHEARWALL LEGEND: :>%
0- >
HTT5 0
NOTE: C.) 0
7--ATED C HOLDOWN . ......... . NON-BEARING WALL
EACH EXTERIOR POST SHALL BE TFr (D
SD-4 *man
uj
0
44 POST ON ABU44-Z POST BASE.STRAP TYPI AL BEARING WALL
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP er _,r
r7 e3yryr X,
N%.01F ......................... ca
OR(1)MSTA24-Z. ........................... ........ .......
cn
SW-6 06
TYPICAL ALL POSTS-(U.O.N.) CD CD CD
. . . . . . SHEARWALLS FASTENED WITH
SEE DETAIL"U"ON SHEET SD-3
uj
1"X 2 Y2")NAILS @
8d COM(0.13 0
+1 6"O.C.ON EDGES AND 12"O.C.
. . . .. ..... . ...............
.................... cn u- 0
. ................. . ............... ON INTERMEDIATE SUPPORTS. ca
R
Uo SW-3
00 0
SD-3 TWO STORY RODS @ 6 O.C. MAX RODS @ 41 O.C. MAX E
61-611 u- SHEARWALLS FASTENED WITH
E
0
L L 8d COM(0.131"x 2 Y2")NAILS @ 0
0 (3)2x4 BUILT-UP cr- ui
< (3)2x4 BUILT-UP Lu YO.C.ON EDGES AND 12"O.C.
POST(MIN.) POST(MIN.) m Q, CONSTRUCT USING APA NARROW WALL
Lu . ........... cn ON INTERMEDIATE SUPPORTS. cn
< ALIGNED WITH ALIGNED WITH _j w m a)
. ....... UJ METHOD WITH HEADER CONTINUOUS ACROSS
< GIRDER ABOVE. GIRDER ABOVE. HTT5_/ cx, RETURN WALLS(SEE DETAIL'N'ON S-3) SHEATH BOTH SIDES OF WALL cn 0 UJ uj
LLJ cf) z 04
ca 00 (1)
X %_ ;z uj
HOLDOWN 0 (n AT INDICATED SHEARWALL uj
0 ui
Lu a)
0 _c_- j �_: 0
C?
13: SHEARWALLS SHALL BE CONSTRUCTED c3 uj
L co < :z
�x
R WITH Y2"DRYWALL AND NAILED WITH Lu
6d COOLER NAILS @ 7"O.C.ON ALL 0
SD-3
SUPPORTS. a)
HTT5-\ JOB NUMBER: ICOUNTY:
NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. 16-0765 DUVAL
(3)2x4 BUILT-Up _(3)2x4 BUILT-UP HOLDOWN SCALE:
POST(MIN.)WITH POST(MIN.)WITH I_ 1/4" =V-0"(U.O.N.)
WOOD FRAMED HEADER LEGEND: a)
DTT2-Z HOLDOWN DTT2-Z HOLDOWN -0
cn DO NOT SCALE THIS DRAWING
lllw�,J SIZE 75
p ELEASE DATE:
OF HEADER 06-09-16
EVISIONS:
22X\ HEADER
L i K c�
s
a" DRAWN BY:
QUANTI UANTITY a) DJM
"I c
OF JACKS OF KING STUDS c > "a) CHECKED BY:
JKH
U-1
TITLE:
WAILILLAYOUT
NOTE: a)
.�D FIRST FLOOR
NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS
HEET:
MINIMUM(2)STUD POST AT SHALL BE MINIMUM(2) 2x6 NO.2 OR BETTER m
CIO
HTT5 LOCATIONS. SYP. INSTALL MINIMUM(1)JACK AND T_
C)
WALL I AYOUT FIRST FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) c\l
U
W I
cj
FULL HEIGHT WALL SHEAT=HING NOTES:
IF
u
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2
CN
uj c%4
STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y8"-U.O.N.
U- a
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
=3
SPF No.2 STUDS @ 116"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y8"-U.O.N. m =03
E �2
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. 0
.0 C/)
NOTIFY ENGINEER OF ANY VARIATIONS. cn a
Ln
CN
C:>
04 CR
Lu Lu
cn r--
cn co
2 cv)
0. cn Nt
X CD
a) co
uj C:>
cc
L
0
r U)
C>
0 < <6
00
00
U) IRT,
C) CD
m
__j
CL 0
co
CU
CD
cn
S TYPICAL ALL cn
cu
D- EXTERIOR WINDOW AND (D
DOOR OPENINGS
FLORIDA C.A. NUMBER:-25846
cc
0
V, H Ut
+
>
-UP
.(3)2x4 BU _T 0
cn
3)2x4 BUILT-UP
POST(MIN.�WITH G)
>1 I I' POST(MIN.)WITH ca
cn
CS1 6 BET NEEN
CS16 BETWEEN
......FL)ORS... E
FLOORS . . .......... ........ .
6%
A E OF
0
................ . . .......... ..... . . . ........
............................................ . P,
ca
E
JEF G,PE
cu FIL PE No.33152
OMMENTS:
. . ........ . . .......... ...... .................... . ........... .
.... ........ . . ......... .
cu
(3)2x4 BUI T-UP
POST(MIN.' WITH N:
(3)2x4 BUILT-UP SDWC SCREWS FROM cn
CS16BETNEEN
POST(MIN.)WITH SOLE PLATE TO TRUSS
FIL)ORS
C.)
CS16 BETWEEN @ 24"O.C.MAX. 0
FLOORS .......... ....................................... a)
TWO STORY RODS @ O.C. MAX
. . . . . . . . . . . .
0
0
cu
....................... cn
co
w...........
cc
. . . . . . . . . .
<
cn TWO STORY RODS @ 4!O.C. MAX ui
(n U-
.2)
cn
.............................................................. . : ''****.... . 1. a)
. . ........ . .
............. ....... .............
NOTE: C6
cc
INSTALL SOLID BLOCKING BETWEEN a)
FLOORS AT ALL SECOND FLOOR
(D
cn
BUILT-UP POSTS.
.......... ....................
c0i.................... ... ..............
cn THREADED ROD LEGEND:
< LLJ (D
co _0
,,�(2)JACKS 3/8"THREADED ROD FROM
CO . . ................. ... FOUNDATION TO DOUBLE PLATE.
UJI MIN. ..... ..... ................
......................... ..... ...................
. .......... "MINIMUM EMBEDMENT REQUIRED) w
co (4
.................................. . .
x
C14 . . ........................................ . . cc
C) THREADED ROD FROM ....i
FOUNDATION TO UPPER cn
FLOOR DOUBLE PLATE.
r . . .......... . z
...... . -MINIMUM EMBEDMENT REQUIRED)
(4 cc
.............
.................................... .
.................................... .
.................. . .
HOLDOWN(AS NOTED) cn
CD
_c_ z
INSTALLED AT SILL PLATE
0
I WO STORY RODS 4'O.C. MAX
16-
SHEARWALL LEGEND: >-.
0
0
. ......... . NON-BEARING WALL
C . ......... .
z
SD4 0 uj
TYPI AL BEARING WALL
uj
........... cu
N—or ........... cn
SW-6
(3):2x4*BUILT-U
SHEARWALLS FASTENED WITH
3)2x4 BUILT'_U'P U- 0
POST(MINj*WITH uj
POST(MIN.)"TH
8d COM "x 2Y
CS16 BETWEEN (0.131 2")NAILS @ 0
CS16 BETWEEN 6"O.C.ON EDGES AND 112"O.C.
< 0 Ill: , . . . . . . : FLOORS ............ . . . SDWC SCREWS FROM z
COO . . ... ...... ................................................ .
FLOORS - 11 ON INTERMEDIATE SUPPORTS. cu 0
. ............ . ......................................... .
...... . ...... .
SOLE PLATE TO TRUSS SW-3
0 0
TWO STORYRODS @ 6'O.C. MAX @ 24"O.C.MAX. SHEARWALLS FASTENED WITH E
E
0
8d COM(0.131 x 2 Y2")NAILS @ 0 0
co 0
3"O.C.ON EDGES AND 112"O.C. 2 IffIff—
z
ON INTERMEDIATE SUPPORTS. cn cl)
. .................................. . (D
....... . . ..................................... . . . ...............................
.... . . .....
cn Q LLI uj
SHEATH BOTH SIDES OF WALL a)
L_ LLJ
AT INDICATED SHEARWALL Lu z
CID
0
...... . SHEARWALLS SHALL BE CONSTRUCTED
.................... ....................... .
= �_: uj in
................ . . . ....................... . w
z ___3
WITH Y2"DRYWALL AND NAILED WITH W 0
6d COOLER NAILS @ 70.C.ON ALL
. . ...... ........... . CL
SUPPORTS. a)
�1110 1COLINTY:
C9 NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. 6-0 DUVAL
co
CALE:
:(3)2x4 BUILT UP
3)2x4 BUILT-UP
: : 11 1 (D 1/4" V-0"(U.O.N.)
POST(MIN.)WITH POST(MIN.)WITH 4- WOOD FRAMED HEADER LEGEND:
DO NOT SCALE THIS DRAWING
CS16 BETWEEN CS16 BETWEEN
SIZE ELEASE DATE:
FLOORS
FLOORS OF HEADE -09-16
06
EVISIONS:
(2)2x HEADER
i K ma) DRAWN BY:
QUANTI UANTITY DJIM
CHECKED BY:
OF JACKS OF KING STUDS C>
Lu
C> TITLE:
16— WALILLAYOUT
NOTE: �Cllllll 0
-0 SECOND FLOOR
cn
ALL WOOD FRAMED LOAD BEARING HEADERS
SHEET:
SHALL BE MINIMUM(2) 2x6 N0.2 OR BETTER
WALL L YOUT SECOND FLOOR SYP. INSTALL MINIMUM(1)JACK AND
C)
(1)KING STUD AT EACH HEADER(U.O.N.) N
Mm
u
Q)
CC)
0) L0
a 4 CN
Lu �MmIII C-4
cy)
LL- C;
ccn)
E >
0
0 c/)
L)
cn
:3
CID
CN
C�)
C'4 cu
4t E
Lu UJI
cn r—
cn
22)
C14
w c:>
LL
0
-&-- U)
CL2
-41-
C%4
< C.0
co
CC)
c/)
0
cc -j
CL 0
00
cc
CLIP JOISTS TO PLATE
WITH H2.5T
cn
cn
cc
a)
FLORIDA-C.A. NUMBER:2584
C
H2.5T
co
z& 0
RIF
H
pw
>
LO (0 (0 (.0 (0 (0 CD (.0 LID u') u') lqt co 0
u- u- u- u- u- u- u- u- u- u- u- u- u- u- u- u- u-
u- u- u- u- u-
ca
E
0
0
'9
cu
E
JEF *11w6jo ERG,PE
FIL PE No.33152
ca
OMMENTS:
. .... ...... a)
. .... ......
cu
_c_-
0
0
.. ........ . . ... ......... . ........ ...... Q
.. ........
0
/-H2.5T
0
co
cn
LA Lj
co
..........
. . . . . . . .. . .
cli
cn
0 ... ...
C6
ca
a)
. ....... ...... cn
. .... ....... a)
c/i
cc
cl�
......... . cc
CID
cn
cm
z
ca
U)cn
CID z
a, a. a. a. oo 00 00 00 00 00 00 00
00 00 00 00 00 00 00 a, cn LL LL LL LL u- LL u- LL ILL! 0
ILL. ILL LL LL u- LL. u- u- ILL L L1. LL LL
U.
LLI LL
CID
CL >
0
0
CID z
Lu
'd id td- Liu I 1 0
73
V3 p LLJ
ca
U)
'--H2.5T Lu
0
....... ...... . ...... . ......
.. ......... . . . .............. . ........ ......
T
E
0
0
0
cn U)
. .. . ...... a)
. .. . ...... 2:
cn ui
Lij
LLJ Z uj
LLJ
W
0
—j Of
UNTY:
Et 144 Lc In LO Lr) (c (c (C I%- r%- (D LO LO LID 19t cy) u 16-0765 DUVAL
LL ILL LL LL LL LL LL ILL LL ILL u- LL. LL. LL. LL LL u- u- LL ILL LL
1/41' 1'-0"(LI.O.N.)
m DO NOT SCALE THIS DRAWING
RELEASE DATE:
–E-
1 06-09-16
cj REVISIONS:
�a"'A�CLIP JOISTS TO PLATE �'��2.5T
WITH H2.5T DRAWN BY:
CID
DJM
CHECKED BY:
JKH
U.j
FLOOR FRAMING
LOWER LEVEL
75
HEET:
FLOOR FRAR ING LAYOUT= LOWER LEVEL
CD
CN
FILE COPY
[4,-
TRUSS CONNECTOR SCHEDULE
u
TRUSS ID LEFT INTERMEDIATE RIGHT co
u')
C\l
UD XD YD HTS24 OR HTS24 U-1 CN
LGT2 (D
LL a
cn
ALLTRUSSES H2.5T H2,5T H2.5T Z3 ui 4-:
m: :�
OR OR OR E
CD
SDWC 15600 SDWC 15600 SDWC 15600 19 -0
a 00
.0 cn m
cn a
An w
NOTE: E
1)ALL TRUSS CONNECTORS ARE BASED ON
CL cNi
UPLIFTS COMPUTED BY ENGINEER OF RECORD. CN cu
4t E
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS w w
cn �— r--
SHALL BE DISREGARDED. cn co
I
ED co
a.. co
x
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM CID ccoq
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
uj C-)
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR L �z 6-:
0
APPROVAL BY THE ENGINEER OF RECORD AND THE r cn
(D
CONTRACTOR.
=3 CN
0
co
cc!
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED c/)
AS LISTED, DO NOT SUBSTITUTE WITHOUT PRIOR m
APPROVAL OF THE ENGINEER OF RECORD. CL 0
-2 T-
oo
4) SEE SHEET SD-7A FOR INSTALLATION DETAILS cu
0
WHEN USING SDWC 15600 SCREW
cn
cn
ca
HTS24 OR LGT2 6
HTS24 OR LGT2 T- T- FLORIDA C.A. NUMBER:25846
Vm T-
0 Y,- H Ut
ir
AS
>
0
cn 0.33152
><
X N ca
Z[I'
zr E
-'B r 9 L r:
'0
Z"
Ir 0
......... . ......... .. . . . ........ . 6w 0 w u- cr
..........
co
E
6w JEFFREY K.HULSBERG,PE
V4 gr FL PE No.33152
w cc
OMMENTS:
r 6w
CID
.... ..... .............. ...... . . . . . ...... .................
...... .. .... . ...........
. ...... ..... 9 r
ZV4 Q' Z11 ca
0
3%
00 gr
0
.................................. . .. ...............
11,
... ............ ............................ . .. ..... ...... . %
gr
0
L
:Z'
-11TS24 HTS24
I r% (D
7 gr
cu
cn
I I
...... mr
H - i
d-
or
CN
0 a
OW w
cu
C6
�Qr
z r
mr . .... ..
. ......... ... ......... ...... .. ..... ... -0
cn
W '400 F 160 6r n- (7) ca
oir .2
a)
cn
ry co [r
u')
. .... .. ......... .......
mr cli
. . ... .. ......... ....... . . .
.... .... ...
CID
zr
0
OW
: : . ........ . ......... ...... ...... ...........
04 . . ... ......... ..... ... ......... ......... .... . .... ... ............
3E 0
.U-. LLI..... .W..... ..............
0 cc
ow < <
0 9w
ui
lzr
vr,
1 0 . .. ...... .
[zr ca m
mr . .. ..... .
............I........ .... .... ... .... ......... ..... .
. ......... ..... .
w .. .. .......... . . .. ...... %r cr cn
cn
ZW �zir zr
<
I z 0 u- 0 w >
0
C.) 0
(.0 04
04 /04 ��N -71 d Lu
% I--i --% 0
u z u u u u u u xu
I n T 11 p I n 11 n %, n e rl I I r
cu
.......... m
cn ca
0)
co
0
TS24 HTS24-"-� Nr >% Lu
CL
0
v
. .1 1 gr
mr
gr
mr . . . . ........ 7-7 ..... ...... . . . LO 0
. . .... .......... . ZG
0
E 0
0 gr m 0 1.
I/ . ............ I .......................... If E
ow 0
C-) 0
cf) 0
cn cn z
Z� gr
ow ... . . ..... ............. .......... ...... . . . . . ..................I
cn UJ uj
N uj
cl
N Nr
cr
0
LU b
............... . . .... ...... ......... .. .
9w ............
W 0
zr
ca ca co 0 0
N > z) <
z,r
0) JOB NUMBER: NTY:
N w 1 -0 5 lCOU DUVAL
SCALE:
gw 1/4" =l'-O"(U.O.N.)
c/) DO NOT SCALE THIS DRAWING
ELEASE DATE:
06-09-16
(.0 r 04 6 EVISIONS:
-7)
N (0 (0 CN
(D DRAWN BY:
HTS24 OR LGT2—X TS24 OR LGT2 DJM
-7) —3 ll--) 17)
CHECKED BY:
JKH
w TITLE:
ROOF TRUSS
UPPER LEVEL
=3
M: SHEET:
Ir-
C>
CN
ROO TRUSS LAYOUT= UPPER LEVEL FILE COPY . `0
q) g�r >0- No
zr
M
BRICK VENEER WITH VAIR SPACE
AND WALL TIES
co
U-)
04
Lu
BRICK VENEER WITH 1"AIR SPACE
CONT.FLASHING;PROVIDE WEEP AND WALL TIES
U- c=
HOLES @ 33"O.C.
Ld :G
GROUT AIR SPACE BELOW FLASHING =3
F I ccn>
1 1 E > =
SILL PLATE z CD
CONT.FLASHING;PROVIDE WEEP CONCRETE SLAB -0
0 @)
HOLES @ 33"O.C. 0 cn cn
T �ef a
GROUT AIR SPACE BELOW FLASHING U CD
4 F_ A < -LI)
CONCRETE SLAB E
SILL PLATE
C14
E
N/'1\
z
BEARING POST(AS NOTED) 3: Lu Lu
GRADE CONCRETE SLAB cn
co
co 2
CONCRETE SLAB CONCRETE SLAB co
GRADE
0_ cn llc:t
GRADE FL X -CD
CD
CONT. \(l)#5 CONT. CONCRETE SLAB ci cc)
A CN
'O.C.
C U STEMWALL WITH(1)#4 @ 48 T H. >
_4k 4,, ji ui c::l
4 4. A (tm� Z:
ADD 8"x 16"CMU TO INSIDE OF ZD
AND IN EACH CORNER. 4 4
CD c) Z
XO� UL
LL]
c) 00 GRADE , f)
FILL CELL SOLID AT EACH#4 REBAR. v- ' / -I �' STEMWALL AT POST LOCATION WITH < 0
co 0 0 U)
r
(1)#4 VERTICAL IN EACH GPXDE
HOOK REBAR 12"INTO SLAB AND 6"INTO E2
4
v
1- Z- >
100�
FOOTING.
Z3
0 < (.0
00
6" 0) co
(AS NOTED) REINFORCEMENT(AS NOTED) cn
l'-5" ONE STORY-(3)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) (1)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
ll-811 ONE STORY-(2)#5 CONT.
cc
11-8" TWO STORY-(3)#5 CONT. TWO STORY-(3)#5 CONT. -Ca. 0
22
00
ca
rE ECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE rK SECTION - THICKENED EDGE /000�p SECTION INTERIOR BEARING PAD FOOTING
rA SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK 0
\,�D-1 N TE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D�-1 �D-1 4-
D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
n
cn
ca
FLORIDA C.A. NUMBER:25846
SILL PLATE PA51 STRAP NAILED TO GARAGE 3'MAXIMUM OVERHANG(OPTIONAL)
2
DOOR POST.BEND STRAP INTO STH D 14 STRAP NAILED TO cc
:c co CONCRETE SLAB
Z U- FOOTING AS SHOWN. GARAGE DOOR POST. 0
a A'�
CONCRETE SLAB 2E 0 ; ,
o < EMBED STRAP INTO FOOTING . .........
SILL PLATE C) uj CONCRETE SLAB $%7 4
AS SHOWN. >
to a)
0 40
Lu U- k '- G)
cn
LLJ 152
z
#4 WITH 6"HOOK INTO FOOTING CURB HEIGHT VARIES
A ui
CONCRETE SLAB Z_
co
THICKENED EDGE. (1)#5 CONT.
5z GRA X
GRADE ANU BENT 12"MINIMUM INTO w "I,//
-0 .041c
GRADE C) D E
(1)#5 CONT. GRADE
"O.C.
T CMU STEMWALL WITH(1)#4 48
N 1\
GMU STEMWALL WITH(1)#4 @ 48"O.C.
a) IN A\�
4 Z<x�o\<AND IN EACH CORNER.
AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR.
te
C) 4 CD
6 A 4
FILL CELL SOLID AT EACH#4 REBAR. C? Aj= HOOK REBAR 16"INTO PORCH SLAB E
4 JEFFREY K.HULSBERG,PE
HOOK REBAR 12"INTO SLAB AND 6"INTO 8' #4 CONT.
AND 6"INTO FOOTING.
4
FOOTING.
COMMENTS:
611
6"
c"
11-011
oll 0 -8@'
11-8" ONE STORY-(2)#5CONT. NE STORY-(2)#5 CONT. ll (2)#5 CONT. cu
11-811 TWO STORY-(3)#5 CONT. Y-4- TWO STORY-(2)#5 CONT. 6 ALTERNATE:INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA-51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET SD-1)
rB SECTION - STEMWALL SECTION - MONOLITHIC rF DETAIL PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION (MONOLITHIC) SECTION - PORCH STEMWALL SECTION - NON-BEARING STEPDOWN 0
\,�D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ��D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT \,.�D-1 a)
�.�D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT -0
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 0
ENGINEER FOR ADDITIONAL REQUIREMENTS. 4-
0
F SHOWER AREA co
SHOWER AREA
vr- I
M
MONOLITHIC FOOTING cm
co
BRICK VENEER WITH 1"AIR SPACE F7
AND WALL TIES 8"CMU STEMWALL
ca
FORM EDGE
.2)
CONT.FLASHING;PROVIDE WEEP PLAN VIEW cn
PLAN VIEW a)
HOLES @ 33"O.C. _0
cli
GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1"AIR SPACE co
a)
SILL PLATE AND WALL TIES
cn
a)
SILL PLATE
cn
(1)#5 CONT. CONT.FLASHING;PROVIDE WEEP c
cn
HOLES @ 33"O.C. (2)MSTAM36-Z STRAPS
FILL JOINT WITH ELASTOMERIC a)
GROUT AIR SPACE BELOW FLASHING 6"MIN. (1)#4 CONT. SILL PLATE NAIL EACH STRAP TO CRIPPLE STUD _0
JOINT FILLER CONCRETE SLAB _0
SILL PLATE HEIGHT OF CURB VARIES WITH(13)1 Od COM NAILS
ca
CONCRETE SLAB z U)
U- cli
C14 6"MIN. CONCRETE SLAB 0 FASTEN STRAP TO FOUNDATION ca
000
1)#4 CONT.
z
( 2 HEIGHT OF CURB VARIES(8-MAX.) z 6"MIN HEIGHT OF CURB VARIES(8"MAX.) WALL WITH(8)Y4'x 2 Y4"CONCRETE SCREWS cn
e. CD
INTO MASONRY OR(8)Y4'x 1 Y4"CONCRETE
00 G RAID E CONCRETE SLAB GRADE
CONCRETE SLAB
SCREWS INTO CONCRETE. CONCRETE
GRADE SCREWS SHALL BE POWERS"TAPPER'WITH ca
(1)#5 CONT. z
< GRAD PERMA-SEAL FINISH OR EQUAL.
GPME E
k a)
8-C u STEMWALL WITH(1)#4 @ 48"O.C. .0 ulvlu STEMWALL WITH(1)#4 48-O.C.
771K/I
H.E.
ND IN EACH CORNER.
9 -ANU IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR
I STUCCO
40 FILL CELL SOLID AT EACH#4 REBAR.
FILL CELL SOLID AT EACH#4 REBAR. 'O.C. c? 0
8"CMU STEMWALL WITH(1)#4 48'
00 0
HOOK REBAR 12"INTO UPPER COURSE OF cn
AND IN EACH CORNER. x HOOK REBAR 16"INTO PORCH SLAB AND NOTE:
BLOCKS AND 6"INTO FOOTING. FILL CELL SOLID AT EACH#4 REBAR. 61'INTO FOOTING. .2)
CL
<X HOOK REBAR 12"INTO SLAB AND 6"INTO EITHER THE PA51 STRAP(STEMWALL)OR 0
FOOTING. 0 0
11-5" ONE STORY-(3)#5 CONT. 61# V-10" ONE STORY-(2)#5 CONT. 6" THE STHD14 STRAP(MONOLITHIC).
1 l-8" ONE STORY-(2)#5 CONT. TWO STORY-(3)#5 CONT. 11-8" ONE STORY-(2)#5 CONT. TWO STORY-(2)#5 CONT. 16-8" (2)#5 CONT. uj
0 000ftm%
70
1 l-8" TWO STORY-(3)#5 CONT. 11-8" TWO STORY-(3)#5 CONT. a Lu
ca oa cn
rG SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER SECTION - PORCH STEMWALL WITH BRICK rR DETAIL - ALTERNATE FOR PA51 STRAP OR co
SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK b: uj
�D-1 0
'�D-�l OTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT STHD14 STRAP 0
D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 3:
ENGINEER FOR ADDITIONAL REQUIREMENTS. co 0
0 0
E
E
0
0
M
cn
SILL PLATE
UJ W
w
ui
(1)#5 CONT. NOTE:
JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH uj In
FILL JOINT WITH ELASTOMERIC SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) TREATED POST
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
CONCRETE SLAB SILL PLATE
SILL PLATE SILL PLATE (TYPICALLY 1 -4 HOURS IN WARM WEATHER) UJI 0
ABU—POST BASE WITH
CN PAVERS BY OTHERS
GALV.ANCHOR EMBEDDED
z 61'MIN. CURB HEIGHT VARIES 9 JOB NUMBER:16-0765 COUNTY:DUVAL
HEIGHT OF CURB VARIES(8-MAX.) CONCRETE SLAB 12"(SET-XP ADHESIVE) uj
EP x)/8"WIDE SAW
GRADE GRADE--\ CONCRETE SLAB FILL CUT WITH 1"DE 1/2" l'-O"(U.O.N.)
CONCRETE SLAB o.
o
-0 FILLER LOCATIONS.
CMU STEMWALL WITH(1)#4 @ 48 C. ELASTOMERIC CUT AT DENOTED
ELEASE DATE:
.4
EACH CORNER. 06-09-16
4
EVISION-5:
4 Zn 8"TALL, 12"SQUARE GROUTED
C) Kv\)�F I
C) 6
4 >
0
"'ELL SOLID AT EACH#4 REBAR. ;2�
K REBAR 12"INTO UPPER COURSE
4
IX
HOO A,
OF BLOCKS AND 6N INTO FOOTING.
4 vA
A, 4 PEDESTAL ON 24"X 24"X 12"PAD DRAWN BY:
DJM1/1 N,
K�/
FOOTING WITH(2)#5 EACH WAY
CHECKED BY:
KH
l'-O" ONE STORY-(2)#5 CONT. 11411 ONE STORY-(2)#5 CONT. 1141 ONE STORY-(2)#5CONT. CONCRETE SLAB 21-011 Lu TITLE:
ONE STORY-(2)#5CONT.
TWO STORY-(2)#5 CONT. FOUNDATION DETAILS
11-811 TWO STORY-(3)#5 CONT. 11-811 TWO STORY-(3)#5 CONT. 0)
ll-811 TWO STORY-(3)#5 CONT. FILE COPY -0
cn
SHEET:
rH SECT ON - INTERIOR BEARING SECTION - BEARING STEPDOWN SECTION - TYPICAL SAW-CUT CONTROL JOINT DETAIL - PAD FOOTING AT PAVERS
SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE rT� rT CD
�D-1 �D-1 04
\'�D-I NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
'Z�
( u
401
00
L0
CN
HEADER NAILING REQUIREMENTS
LL a
=3 Ld 4-:
DOUBLE PLATE 2x6 (3)NAILS PER PLY =3
0
E
JACKS AND KING STUDS
(TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"S"ON SD-3 FOR NAILING (AS NOTED) 2x8 (4)NAILS PER PLY
4 .0 cn
MOND HEADER- cn
MINIMUM NAILING OF oe HEADER(AS NOTED) 2xlO (5)NAILS PER PLY (D
8"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT
TYPICAL HEADER TO KING STUD CONNECTION cn
(2)2x-SYP#2 DOUBLE PLATE(U.O.N.)NAIL NAILS AS NOTED
(16)0.131"x 3"NAI LS I N TH I S ZON E. (SEE DETAIL"E'ON SD-2) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 2x BLOCKING(TYPICAL) IN TABLE 2xl2 (6)NAILS PER PLY CN
C::)
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED 04 C0
0.131"x 3 Y4"TO ENAI LS AT EACH 9 ll'or 9 Y2"
4 :w E
0.131"x 3"N '�TYPICAL STUD TO DOUBLE PLATE END(TYPICAL) JACK STUD LVL (5)NAILS PER PLY Lu Lu
JOINT IN LOWER PLATE JOINT IN UPPER PLATE AILS @ 6"O.C.STAGGERED (3
cn
/-JACK STUD AND KING CONNECTION 1!, or 11%8" cn
(SEE DETAIL'G'ON SD-2) NAIL EACH SILL PLY TO KING STUD KING STUDS--X 1 4' 22) ce)
LVL (6)NAILS PER PLY C2-
STUD REQUIREMENTS WITH(3)0.131"x 3 Y4"NAILS-TOENAIL X
(SEE WALL LAYOUT) OR ENDNAIL(TYPICAL) tl)-I- a)
z -------- BEVEL BLOCKINGAS REQUIRED FOR NOTE: 14 (7)NAILS PER PLY cn C'4
---T-S PH4/6 INSTALLED HORIZONTALLY ca Z m
001 MINIMUM 1)/2"NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK
NAILED THROUGH KING STUD. 16"LVL (8)NAILS PER PLY 0 u-
INTO MAIN FRAMING MEMBERS. 4- cn '__
ZBUILT-UP HEADER WITH 0.131"x 3)/4" E2 M <=>
2x SPF#2 STUDS @ 16"O.C.(U.O.N.) (TYPICAL) -4-
NAILS @ 12"O.C.TOP AND BOTTOM CN
AILING AT STUD
(2)2x SILL 0 < Co
TO DOUBLE PLATE (U.O.N.) co
00
NAIL EACH PLATE TO JACK STUD SHEATHING MAY CANTILEVER UP TO cn `4
WITH(3)0.131'x 3 Y4"NAILS-TOENAIL 2"MAXIMUM PAST SUPPORTS.ALL
cu
CL
OR ENDNAIL(TYPICAL) WINDOW ATTACHMENTS MUST BE 0 L
ANCHORED INTO 2x-MEMBERS. _2
00
ca
DETAIL - TYPICAL ARCH TOP OPENING le'�E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION 2
1\�-2 (D
DOUBLE SILL REQUIRED WHERE OPENING
cn
WIDTH EXCEEDS 61"(U.O.N.) cu
N
FLORIDA C.A. NUMBER:25846
,,-JOINT IN SILL PLArE
___-bUILI-UI`CORNER POST AILING AT STUD STUD TO PLATE NAILING 02
TO SILL PLATI cc
0
NAILING AT STUD STUD SIZE ENDNAIL TOENAIL
IL 11 1111 -11 11 APPLY SHEATHING HORIZONTALLY FOR STUCCO 0411
TO DOUBLE PLATE 101" Y, H U4
N > 'o'
H ii 1: fl 411 MIN.; ii ii H APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 2x4 (2) (3) w �"%N
I I I I I I I I I I i It 11; 11 ii o,
u u u u u u u u 0 E NSe
u 12"MAX. 12"MAX. 2x TREATED SYP#2 SILL PLATE 12
STUD
ca
RATED OR 15/ 32" RATED SHEATHING MAY BE 2x6 (3 (4) _c_-
ANCHOR BuOLT(AS NOTED) \-BUuILT-UP POST(WHEN NOTED ON WALL LAYOU�T) TYPICAL STUD TO SILL PLATE 3: -1 : 152 's
"x 3)/" CONNECTION INS LLED VERTICALLY. E
NAIL EACH PLY WITH 0.131 4 %_
NAILS @ 6"O.C.STAGGERED (SEE DETAIL"G"ON SD-2) NAILING AT STUD 2x8 (4) (5) 12
ALL NAILS NOTED ARE 0.131 3 X"
TO SILL PLATE E OF
0
2x10 (5) (6) a)
N
cu
ALL NAILS NOTED ARE 0.131"x 3Y4" E_=
J E G,PE
DETAIL - TYPICAL WALL FRAMING CONDITIONS G`N DETAIL - TYPICAL WALL STUD CONNECTION cu FLPENo.33152
OMMENTS:
�..�-2
cc
a_-
ROOF OR FLOOR FRAMING(AS NOTED 0
2x No.2 SPF OR No.2 SYP SUB FASCIA WITH(2)0.131"x 3 Y4'ENDNAILS AT TRUSS L_
SILL PLATE(BELOW) 0
CONNECTOR IF NOTED
2x CORNER FRAMING FULL ROOF COVERING(BY OTHERS)
(SEE CONNECTION SCHEDULE)
HEIGHT STUDS(TYPICAL) ROOF TRUSSES
CORNICE DETAIL
z_(2)ROWS OFO.131"0)/4" (BY OTHERS) NOTE: 0
H2.5A AT EACH LOOKOUT NAILS @ 12"O.C. +-
H2.5A AT EACH LOOKOUT GYPSUM BOARD TRUSS TO WALL CONNECTION 0
2x4 LOOKOUTS @ 48"O.C.FOR STAGGERED(TYPICAL) HARDWARE MUST BE INSTALLED
2x4 LOOKOUTS @ 48"O.C. (D
OVERHANG FOR OVERHANG ON THE EXTERIOR SIDE OF THE cu
\�___(2)2x SYP#2 DOUBLE PLATE(U.O.N.) WALL w
I
ROOF SHEATHING(AS NOTED) ROOF SHEATHING
(AS NOTED) 2x-SPF#2 STUDS @ 16"O.C.-U.O.N.
2x4 SYP BLOCKING BETWEEN ca
LOOKOUTS 2x4 SYP BLOCKING 2x6 OR 2x8 FRAMED WALL SILL PLATE(BELOW) (SEE WALL LAYOUT) X16"OR'Y32"RATED SHEATHING, EXPOSURE I-SHINGLE ROOF
GYPSUM BOARD
BETWEEN LOOKOUTS 2x4 CORNER FRAMING FULL 'Y32-RATED SHEATHING,EXPOSURE I-TILE ROOF cu
I THREADED ROD ASSEMBLY(IF NOTED) FASTEN WITH 0.113"x 2 Ya"RING SHANK
BALLOON FRAMED HEIGHT STUDS
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
STUDS(AS NOTED) INTERIOR SHEARWALL(IF NOTED)SHALL
DOUBLE PLATE MINIMUM OF(3)2x4 BLOCKS 12"LONG USE�/16"RATED SHEATHING FASTENED GYPSUM BOARD
CONNECTOR AT EACH TRUSS
NAILED WITH(4)0.131"x 3 X"NAILS TO AS NOTED. co
SINGLE PLATE NAIL TO TRUSS INTERIOR VAULT EACH ADJACENT STUD (SEE TRUSS CONNECTION SCHEDULE) CID
BOTTOM CHORD WITH 0.131'x 3Y4' ------- EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN 2x-TREATED SYP#2 SILL PLATE WITH -2
NAILS @ 6-O.C. (2)2x-SYP 42 DOUBLE PLATE(U.O.N.) a)
cn
10 SHALL BE NAILED TO THIS SPACE SIMPSON Y8"x 6"TITEN HD @ 48"O.C.MAX.
EXTERIOR SHEATHING SHALL BE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE
UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL 2x-SPF#2 SOLE PLATE----------- IN ALL LOCATIONS AND SHALL BE NAILED @ 3"0.C.TO THE TOP
NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. ui
@ 6-O.C.WITH 0.131-x 2)/2" HEIGHT STUD -7 WITH 0.131"x 3//4"NAILS PLATE OF THE DOUBLE PLATE
4 .2)
WITH 0.131"x 2 Y2"NAILS. cn
NAILS. (2)ROWS OF 0.1 31"x 3 Y4" @ 8"O.C.-U.O.N. (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) CID
(U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL lh : _0
(U.O.N.ON WALL LAYOUT) NAILS @ 12"O.C. FLOOR BEAM(AS NOTED)- GYPSUM BOARD _0
SLAB ON GRADE CONDITION RAIS.ED FLOOR CONDITION "Y32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. cu
C6
cu
IN FASTEN WITH 8d COM OR 0.131"x 2j/2" NAILS @ 6-O.C. a)
SECTION - TYPICAL INTERIOR BEARING AND/OR SHEARWALL ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
DETAIL - BALLOON FRAMED GABLE END (LOW CEILING VAULT) K7---N DETAIL - BALLOON FRAMED GA$LE END (HIGH CEILING VAULT) SECTION - TYPICAL I'MMING AT 900 CORNERS
K-H K"K�
1\�-2 (U.O.N.) SEE"F"ON SD-2 cn
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH �-2 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH
< 2x-SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
2
2x NO.2 SPF OR No.2 SYP SUBFASCIA WITH(2)0.131'x 3Y4"ENDNAILS AT TRUSS 2x-SOLE PLATE(U.O.N.)NAIL TO RIM _0
CD
BOARD @ 6-O.C.WITH 0.1 31"x 3 Y4" cn U)
ROOF COVERING(BY OTHERS) NAILS (D
NOTE: ROOF TRUSSES 2 3/32'RATED STURD-1-FLOOR(T&G)SHEATHING 0
ALL MEMBERS SHALL BE#2 SYP. I ln
.-NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 X" (3)0.131'x 3Y4"TOENAILS ATEACH LOOKOUT CORNICE DETAIL NOTE: GLUED AND NAILED.FASTEN WITH 0.131"x 2j12"RING I=
cm
14AILS TO TOP CHORD OF TRUSS. (BY OTHERS) TRUSS TO WALL CONNECTION SHANK @ 6"O.C.ON EDGES AND 12-O.C.IN THE <
2x6 BLOCKING BETWEEN TRUSSES WITH HARDWARE MUST BE INSTALLED FIELD. CL >
2x4 BLOCKING REQUIRED BETWEEN ----A 0
�3)0.131"x 3Y4"NAILS EACH END ON THE EXTERIOR SIDE OF THE 0 0
LOOKOUTS FLOOR JOIST(I-JOIST SHOWN,SAWN
WALL
ROOF SHEATHING(AS NOTED) -------- JOIST SIMILAR-SEE SECTION"Z"ON uj
0
2x-BARGE RAFTER -a
SD-3 FOR OPEN WEB TRUSS) Lu
cu
cn
X16"OR'Y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF Y8'CLEARANCE BETWEEN PANELS BETWEEN FLOORS
FASCIA(BY OTHERS)
'Y32"RATED PLYWOOD SHEATHING, EXPOSURE I-TILE ROOF 0
GYPSUM BOARD LLJ
2x4 LOOKOUTS @ 48"O.C. 'Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF 0
RING SHANK RIM BOARD(LSL OR LVL) 0
FASTEN WITH 0.113"x 2 3/8 3:
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. cu 0
H3 CLIP OR EQUAL AT EACH NAIL JOIST TO PLATE WITH(2)0.131"x 3Y4"TOENAILS 7�� I
LOOKOUT 0
E
GYPSUM BOARD (2)2x-SYP#2 DOUBLE PLATE E
0
(U.O.N.) 0 0
GABLE END TRUSS(DROP GABLE) CONNECTOR AT EACH TRUSS cn 0
(SEE TRUSS CONNECTION SCHEDULE) 11-- Iz
SEE DETAIL"EE"ON SD-3 FOR cn U)
2x6 BRACE SPACED @ 48"O.C.UNLESS (2)2x CID
SYP#2 DOUBLE PLATE(U.O.N.) BETWEEN FLOOR CONNECTIONS L
OTHERWISE NOTED ON ROOF LAYOUT. cn Uj LU
CID uj
uj
WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH
ADD 2x4 T-BRACE NAILED @ 6"O.C.WITH
ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP 'x 3Y4'NAILS @ 8"O.C.
0.131'x 2 Y2'NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE(NAILING MAY ALSO BE 0.131' j 0
EXCEEDS 9'-0". - UJ
STAGGERED ACROSS BOTH PLATES) 14� a
Lu
z
0 GYPSUM BOARD Lu
I GYPSUM BOARD 0
V-0 _j
2x SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 0
2x SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
R: COUNTY:
lY32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. 'Y32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. 16-0765 DUVAL
FASTEN WITH 8d COM OR 0.131"x 2Y2" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131"x 2Y2' NAILS @ 6"O.C. SCALE:
ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. 1/4" =l'-O"(U.O.N.)
ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. a)
(U.O.N.) SEE"Fu ON SD-2 -0
(U.O.N.)(BLOCK ALL EDGES)SEE'F"ON SD-2 < U) DO NOT SCALE THIS DRAWING
ELEASE DATE:
IN, INSET WALLY2"FOR STUCCO APPLICATIONS INSET WALLY2"FOR STUCCO APPLICATIONS m
1 06-09-16
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE EVISIONS:
V IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C.
GBC CLIP-(2)REQUIRED AT EACH BRACE
TOENAIL BOTTOM CHORD OF TRUSS TO 2x TREATED SYP#2 SILL PLATE WITH
a) DRAWN BY:
LTP4 CLIP @ 48-O.C. 2x-TREATED SYP 42 SILL PLATE WITH a) DJM
DOUBLE PLATE WITH 0.131"x 3Y4'NAILS SIMPSON Y8"x 6'TITEN HD(OR TITEN HD ROD COUPLER) SIMPSON Y8"x 6"TITEN HD(OR TITEN HD RODCOUPLER) CHECKED BY:
@ 8"O.C. WITH 3"x 3"xY4"WASHER @ 24"O.C. JKH
WITH 3"x 3"xY4"WASHER @ 24"O.C. Lu
H- TITLE:
FILE COPY L_ SECTIONS AND DETAILS
___--;�,-�2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD CEILING a)
(11 of 2)
USLY BETWEEN BRACES
SHEET:
SECTION - GABLE END WALL M A�
rN MUL BRACING SECTION - TYPICAL EXTERIOR ONE STORY WALL ��B SECTION - TYPICAL EXTERIOR TWO STORY WALL
1\�-2 1\�-2 1\�-2 C)
@
d
00
LO
- ------------------ DOUBLE PLATE NAILING CN
UJI CN
END VERTICAL BRACING REQUIREMENTS
NAI L SH EATH I N G TO H EAD ER WITH(2)
BRITTLE FINISH FLEXIBLE FINISH EXTERIOR BEAM(AS NOTED) :03
ROWS 0.131"x Moo NAILS @ 6"O.C. E
DOUBLE PLATE
BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. 0
0
NAIL SHEATHING TO HEADER WITH(6) 0)
on a
.cn (D
F7!7 P4
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" NOTCH BEAM AS REQUIRED TO 0.131"x 2Y2"AT EACH END(TYPICAL) E
FIT BENEATH DOUBLE PLATE
3"O.C.NAILING WITH 0.131'xM" clli
2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126"
NAILS C'4 C13
E
2x6 L-BRACE 115"TO 182" 100"TO 158" 146"TO 232" 127"TO 201" BEAM BEARS ON(2)2x JACKS INTO BOTTOM(TYPICAL) Lu w
(TYPICAL-U.O.N.) on r--
on to
2 M co
NOTE: NAIL SHEATHING TO KING STUD 0�. c/) "td:
CONDITION: 1 X —_ c:>
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER @ 12"O.C.MINIMUM. CD co
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL,BRICK (NOTCHED BEAM) cn C14
UJI CD
VENEER,ETC. RATED ROOF SHEATHING 2! m
6-:
_j cn
< 2x L-BRACE NAILED TO EDGE NAILING PER SHEARWALL tf r c:)
0 — � %I-- -I-
VERTICAL WEB REQUIREMENTS. NAILS MAYBE 04
=3
WITH 0.131"x 3"NAILS @6"O.C. STAGGERED ACROSS TWO JACK 0
00
00
STUDS.
VERTICAL WEB IN GABLE END U)
NAIL SHEATHING TO DOUBLE PLATE WITH 0 m
ca __j
Lu TRUSS (2)ROWS 0 F 0.131"x:2 Y2'NAI LS @ 6"O.C. EDGE OF PANEL(TYPICAL) Ca. 0 L
r NAIL SHEATHING ALONG BOTTOM OF T-
_j oo
< 2x—LOOKOUTS AT 48"O.C.
HEADER @ 3"O.C.
cu
INSTALL DSP CLIPS @ 24"O.C.OR
--igir
,f
'9131Y
"gir
uj 9 WA WA W4 WA VA W. F WA W&-(M
> R 24 SPH_@ 32-O.C. to a)
cl N ANCHOR BOLT REQUIRED WITHIN 6"
SPACING(SEE TA u u
EXTERIOR BEAM(AS NOTED)
j uji T I I I r OF KING JACK UNIT-MAY BE cn
ca
DOUBLE PLATE LOCATED ON EITHER SIDE. CD
-0
BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED FLORIDA-C.A. NUMBER:25846
DROPPED HEADER CONDITION a)
BEAM BEARS ON(2)2x JACKS FLUSH HEADER CONDITION c-
I.-
(TYPICAL-U.O.N.) 2
cu
s-
o
CONDITION: 2 %%%%%
Y, H 04
CD
(DROPPED BEAM) >
a)
0 N
cu G)
-(-- _ 14/ 152
DETAIL - TYPICAL VERTICAL BRACING AT GABLE END DETAIL - EXTERIOR BEAM TO WALL CONNECTION DETAIL - EXTERIOR BEAM TO WALL CONNECTION DETAIL - OPENINGS WITH SOLID SAWN LSL, LVL, OR PSL HEADER --
rs 3::
a .3
rp r7�
E
�A-f E OF/
0 .0 -. 1 - \
S
(D
NAIL SCAB TO TOP CHORD WITH �,6 R
ALTERNATE ANCHOR: (4)0.131"x 3 Y4"NAILS CH END OF BLOCKING TO cu
x 6'TITEN HD E 1P,Kj,hWb Go PE
JEFF
Y2
ADD 2x4 VERTICAL SCAB IN EACH BOTTOM CHORDS WITH(3)0.131"x 3 >-.
ME HANICALLY GALVANIZED) c
ca FIL PE No.33152
/-EXTERIOR BEAM WITH 2'xY8'WASHER TRUSS IF NO WEB IS PRESENT Y4" .G OMMENTS:
ROOF SHEATHING (AS NOTED) i I /—INSTALL 2x4 BLOCKING BETWEEN _0
(3)0.131"x 3 Y4' NAILS TYPICAL AT a)
H6 CLIP FROM EACH TRUSS MONOLITHIC FOUNDATION- TRUSS BOTTOM CHORDS @ 12"O.C.
CIO
l000loolool POST TO BEAM _c_-
ROOF TRUSS(BY OTHERS)WITH 2x4 X-BRACE ACROSS LENGTH OF EXTERIOR BOTTOM CHORD OF TRUSS
BRACE(IF REQUIRED) LAP BEAM PLIES AND SHEARWALL �1_
Y8"x 6"TITEN HD SCREW ANCHOR
NAIL AS SHOWN-(5) NAIL EACH BLOCK TO DOUBLE PLATE
or Y8"x 6"SCREW ANCHOR BY
TO REPLACE(1)ROW OF LATERAL 0.1 31'x 3Y4"NAILS PER PLY NAIL SCAB TO PLATE WITH(3) HURRI-BOLT,INC. WITH(3)0.131 lox 3 X"NAILS
BRACING INSTALL 2x4 No.2 SYP T-BRACE PT POST(AS No rED) 0.131"x 3Y4'TOENAILS
PT POST(AS NOTED) M--- - or%"THREADED ROD SET 4 Y2"INTO a)
NAILED TO EACH PLY OF TRUSS WEB AT 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE
ABU POST BASE DOUBLE PLATE 0
6"O.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST
< TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH 0
TO REPLACE(2)ROWS OF LATERAL
11 1 0.131"x 3Y4"NAILS @ 4"O.C. STEMWALL FOUNDATION-EXTERIOR MINIMUM X16"RATED SHEATHING,
BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM Y8'THREADED R D EXPOSURE I FASTEN AS NOTED
0. WITH NUT SET I� Y2'THREADED ROD SET 7"INTO ca
i NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) ON WALL LAYOUT(BLOCK ALL cn
I TRUSS(AS NOTED) ADHESIVE
--------- 0 ADHESIVE
------ WITH 0.131 x 3"NAILS @ 6"O.C. PLAN VIEW AT TOP OF POST J EDGES)
(To EMBEDMENT�
INTERIOR APPLICATIONS- cc
----- ---------- DOUBLE PLATE
4 7 IF EDGE DISTANCE EXCEEDS 5"
\\4 MINIMUM�416"RATED SHEATHING, USE MONOLITHIC CONDITION
4 co
EXPOSURE I FASTEN AS NOTED
4 A u�
ON WALL LAYOUT(BLOCK ALL EDGES) a
4
4
NOTE:
T-BRACING TO BE USED WHEN Q)
CD Lj
CONTINUOUS LATERAL BRACING IS
cu
a)
IMPRACTICAL. SIDE VIEW AT BASE OF POST
on
a)
SECTION TYPICAL T-BRACE ru_%� DETAIL - TYPICAL CONNECTIONS AT EXTERIOR PO, T DETAIL TYPICAL DTT2-Z INSTALLATION SECTION INTERIOR SHEARWALL PARALLEL TO TRUSS c—
rT �-3 (USP DTB-TZ SIMILAR) THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED C6
��-3 a
cn
a)
2x—SPF 42 SOLE PLATE(U.O.N.)NAI SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS
TO BAND BOARD WITH 0.131"x3Y4" rV cu
��-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED (6
NAILS @ 6"O.C. co
LAST TRUSS IN ROW REQUIRING BRACING w
�2
NAIL DIAGONAL BRACE TO BLOCKING d
WITH(3)NAILS
2x4 BLOCKING-TOENAIL OR ENDNAIL 2x—BAND BOARD PER TRUSS
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING UJI -TRUSS(AS NOTED) MONOLITHIC FOUNDATION- cn U)
UJI MANUFACTURER 0
EXTERIOR _c_-
(3)NAILS 2A SPF NAILER-NAIL TO TOP PLATE WITH of ll-
)/2 x 12"TITEN HD SCREW ANCHOR E 0
CLEARANCE BETWEEN PANELS 0.131 lox 3 X"NAILS @ 6"O.C. or Y8"THREADED ROD SET 7"INTO Illoolloollooll
77, BETWEEN FLOORS
X
NAIL DIAGONAL BRACE TO INTERMEDIATE >
0
WEBS WITH(2)NAILS 0
STEMWALL FOUNDATION-EXTERIOR 0
2 a)
Y32'RATED SHEATHING RIM BOARD- V THREADED ROD SET 12"INTO
2X4 SPF No.2 DIAGONAL BRACE
NAIL PORCH SHEATHING AS NOTED ADHESIVE 0 ui
(TYPICAL AT EACH END OF NAIL TO TRUSSES WITH(6)0.131"x 2 SIMPSON Y8"O x 6"TITEN HD OR _0
NAILS. Lu
CONTINUOUS LATERAL BRACING) THREADED ROD SET IN ADHESIVE cu
EXTERIOR FRAMED WALL INTERIOR APPLICATIONS- 811 co
on
WITH MINIMUM 4"EMBEDMENT ad
NAIL DIAGONAL BRACE TO TRUSS IF EDGE DISTANCE EXCEEDS 5"USE
TOENAIL TRUSS TO PLATE WITH WITH Ill WASHER 0
WEB WITH(3)NAILS Y2'x 12"TITEN HD SCREW ANCHOR uj
'x 3Y4'NAILS
(2)0.131' 0
or Y8"x 8"TITEN HD SCREW ANCHOR 0
or%"THREADED ROD SET 6"INTO 3:
DOUBLE PLATE(U.O.N.) ca 0
ADHESIVE
4 A A
A 0
0
E
rAA DETAIL-ANCHOR BOLT E M
rz SECTION - TYPICAL OPEN WEB FLOOR TRUSS SECTION - EXTERIOR WALL PARALLEL TO TRUSS 4 0
0 0 Illooloollooll
�-3 cn
"---CONTINUOUS LATERAL BRACE(QUANTITY :t-_ Illooloolloollo 0
i cn
AND LOCATION DEFINED BY TRUSS SHOP a)
DRAWING.)
on
UJ UJ
NAIL CONTINUOUS LATERAL BRACE TO LLJ
SHEATHING uj
EACH TRUSS WEB WITH(2)NAILS K"BB DETAIL - TYPICAL HTT5 INSTALLATION a) Illooloollooll
"-.—FIELD NAILING 0
,�-3 (USP PHD5 SIMILAR) 6 j Illooloollooll
ROOF TRUSSES(BY OTHERS) uj
z LLJ
UPLIFT CONNECTOR(AS NOTED) SHEATHING EXTENDS DOWN ONTO UJ
VN RIM JOIST MINIMUM 6- MONOLITHIC FOUNDATION- DOUBLE PLATE 0
__j
2A SPF BLOCKING-NAIL WITH(2) a)
TO ALLOW FOR NAILING EXTERIOR a)
NUT WITH 2"x 2"x WASHER
0.131 lox 3 Y4"NAILS AT EACH END 16 JOB NUMBER: COUNTY:
(3)TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING %8"THREADED ROD SET 15!'INTO ALTERNATE:SIMPSON LBPS)/2 SLOTTED 16-0765 DUVAL
FOR CONTINUOUS LATERAL BRACE AT SOLE PLATE ADHESIVE WASHER WITH 1"WASHER. cn SCALE:
RIM BOARD STEMWALL FOUNDATION-EXTERIOR Y8"0 THREADED ROD DO NOT SCALE THIS DRAWING
�2)ROWS 0.1 31"x 2Y2"NAILS V8"THREADED ROD SET 15'INTO ELEASE DATE:
NOTES: TAGGERED @ 6'O.C.REQUIRED ADHESIVE 06-09-16
TRUSS BOTTOM CHORD /—SIMPSON 3/8"0 x 6 Y4"TITEN HD ROD COUPLER NS:
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 INTERIOR APPLICATIONS- WITH 1"CUT WASHER
NAIL PORCH SHEATHING AS NOTED
MIN.Y8'SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5"USE OR!"THREADED ROD SET IN ADHESIVE WITH
8 a" DRAWN BY:
2) ALL NAILS SHOWN SHALL BE 0.1 31"x 3"NAILS(U.O.N.) SHEATHING EXTENDS ABOVE Z8"THREADED ROD SET 8"INTO MINIMUM 5"EMBEDMENT WITH 1 CUT WASHER a) DJM
EXTERIOR FRAMED WALL F/011,
DOUBLE PLATE MINIMUM 6" ADHESIVE CHECKED BY:
JKH
r",_J// TO ALLOW FOR NAILING 44 A A Lu
4 TITLE:
4. SECTIONS AND DETAILS
EDGE NAILING AT DOUBLE PLATE
A
cf) (2 of 2)
FILE COPY 75
SHEET:
co
DETAIL - THREADED ROD ASSEMBLY Ir—
K—Y DETAIL - TYPICAL LATERAL TRUSS BRACING f.--D�D SECTION EXTERIOR WALL PERPENDICULAR TO TRUSS rEE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS K"FF� DETAIL - TYPICAL HDIJ8 INSTALLATION rcc
\,�-3 (USP PHD6 SIMILAR)
"�-3 @
co
u')
C-SHAPED METAL TRACK SET IN SEALANT TO CREATE
SMOKE-TIGHT JOINT AGAINST SHEATHING ULj C-4
2) cr)
4)
UL a
cn
FIRE-RETARDANT SHEATHING 4'-0"BACK Ld 4-:
__j =3
__j con
FROM SEPARATION WALL(TYPICAL EACH SIDE) E >
0
cr)
cn
ff 0 (D
ROOF DECK
Yj 6"OSB SHEATHING cli
COVERED WITH Y4"STUCCO GABLE-TRUSS C%4 CR
E
Lu
Lu
cn
cn
TRUSS cr) 1q:
x C:>
DRYWALL CID co
/-METAL CHANNEL ATTACHED TO NOTE: 0) C14
SHEATHING @ 24"O.C. .9 -4
INSULATION NOT SHOWN Lu C:)
cc
FOR CLARITY -0 L
0 LiL
TWO HOUR RVED ASSEMBLY-UL U373 cn
r
E2 C:)
INTERIOR DRYWALL (2)LAYERS 1"GYPSUM BOARD SHAFT-LINER PANEL 4- 0 "14-
(SEE GP DETAIL FOR EXPOSED D
0 < co
N STALL(2)LAYERS OF 1
SHAFT PANEL CONDITION) 00
TYPE"X"DRYWALL IN SOFFIT 0c)
cf)
BETWEEN UNITS C)
(2)LAYERS OF 1" NUT AND 3"x 3"x Y4"WASHER __j
GYPSUM SHAFT LINER W 2"L N AB 2x T MAT H B TTOM 72
WOOD FRAMING
CHORD)AND Y2"SPACER.NAIL w/ 00
4'NAILS.
(3)0.131"x 3
2"H-STUD
ca
rD SECTION-TYPICAL FIRE SEPARATION AT EAVE
IQ�4
(2)C-TRACKS
(BACK TO BACK) n
cn
cc
a)
(2)LAYERS .0
c) FLORIDA C.A. NUMBER:25846
1"GYPSUM
MINIMUM AIRSPACE BETWEEN
(D
AREA SEPARATION WALL AND WOOD
(2)2x4 PLAT��
FRAMING 5/8"TYPE"X"DRYWALL FIRESTOP (2
(TYPICAL BOTH SIDE) cu
0
2"H-STUD H 04
A'DRYWALL SN ........
>
cn
v
cu
_c_ G)
ALUMINUM BREAKAWAY CLIP 013)3152
E
SOLE PLATE
S E
0
L_
FLOOR SHEATHING(AS NOTED) Pf"L
12 ;
TWO HOUR RATED ASSEMBLY-UL U373
*ATTIC DETAIL-ADJACENT TO TRUSSES (2)LAYERS 11"GYPSUM BOARD SHAFT-LINER PANEL
cu
ON 2x4 WOOD STUDS @ 16"O.C. JE RG,PE
(2)LAYERS OF 1- WITH 3 112"SOUND BATTS M
FL PE No.33152
NO MINIMUM AIRSPACE GYPSUM SHAFT LINER cc
c OMMENTS:
FIRE BLOCKING(AS REQUIRED) 70
H-STUD W/BATTEN STRIPS (D
GEORGIA PACIFIC(GP) cm
2x4 BLOCKING at MID-HEIGHT c
11"DENSGLASS ULTRA SHAFT LINER DENS GLASS ULTRA cu
0
SHAFT LINERS SHALL BE
USED AS PART OF THE THREADED ROD ASSEMBLY(AS NOTED)
CL
UL-U373 SYSTEM
.77= 7.;
rc SECTION-TYPICAL TENANT SEPARATION WALL TERMINATION(PLAN VIEM
SD4
PERSPECTIVE VIEW BACK TO BACK C-SHAPED TRACK -0
-0
SCREWED TOGETHER
(FLOOR JOISTS/TRUSSES AND
THREADED RODS NOT SHOWN (SEE PERSPECTIVE VIEW)
WOOD TRUSS
FOR CLARITY) cu
cn
6"WIDE 1/2"DENSARMOR PLUS FIREGUARD C OR TOUGHROCK FIREGUARD C C
GYPSUM BOARD BATTEN STRIPS NUT&WASHER 3:
cc
R-30 BATT INSULATION
ca
4OLY AM= F 901 ML 8 r N" .2)
cn
A01=1111111111114 Im 1/20 Tm c 81 ARE Wr 10MIUMM CID
BREAKAWAY CLIP SUMMARY _0
DOUBLE cli
BREAKAWAY CLIPS SHALL BE 2"ALUMINUM ATTACHMENT CLIPS WITH cu
TOP PLATE: (D
to'�E 2'x 2Y2"LEGS(0.062"THICK)
CID
cn
Q Q Q� a)
�SD4/ BLANKETS FOR THE BREAKAWAY CLIPS SHOULD BE LOCATED VERTICALLY AT EACH
FIRESTOPS FLOOR LEVEL(10-4-O.C.MAX.)AND HORIZONTALLY ON EVERY H-STUD
(24"O.C.)
CID
B
WHEN THE TOTAL HEIGHT OF THE AREA SEPARATION WALL
NOTE:VENT ATTIC SPACE WITH ADDITIONAL VENTS AS REQUIRED TO MEET CODE
REQUIREMENTS IN REMAINING SOFFITS IN THIS ROOF AREA. EXCEEDS 23',BREAKAWAY CLIPS SHALL BE INSTALLED EVERY 6-0" 1\�4 cc
FOR THE LOWER 20'AND EVERY 10'-0"FOR THE UPPER PORTION OF C6
co
THE WALL ASSEMBLY(UP TO MAXIMUM 44'-0'HEIGHT.) (D
4811 BREAKAWAY CLIPS ARE INSTALLED ON BOTH SIDES OF THE AREA cn
MIN. FIRE RETARDANT SHEATHING 1/2'DRYWALL(NON-RATED)NAILED WITH#5 COOLER NAILS
19 h 'O.C.ON ALL SUPPORTS f
SEPARATION WALL. @ 7
EXTENDS 48"BACK FROM EXTERIOR NOTE: 2x4 BLOCKING IS E2
FACE OF WALL.
REQUIRED IN JOINTS ON a)
cn U)
DRYWALL USED FOR SHEARWALLS. a)
_c__ AM
3/4"AIR SPAC THIS BLOCKING MAY BE INSTALLED
0
2"H-STUD(BEYOND) FLATWISE cn
TYPICAL 4-
TWO HOUR RATED ASSEMBLY-UL U373
ASSEMBL' 0)
(2)LAYERS 1"GYPSUM BOARD SHAFT-LINER PANEL
AT FLOOR OWN ON 2x4 WOOD STUDS @ 16"O.C.
2-1"LAYERS SHAFT-LINER WITH 3 1/2"SOUND BATTS
FIRE RETARDANT DRY WALL a)
10�
SHEATHING 0 Lu
cc
2x4 BLOCKING at MID-HEIGHT **TYPICAL** Old
TRUSS
.2-) U)
0
0
2x4 BLOCKING— cu
0
E
E
0
0 0
0
C-SHAPED METAL TRACK FASTENED cn
1/2"DRYWALL
TO CONCRETE @ 24-O.C.WITH
zl/zyzl/zl/ zzzz717771777777777 Yl 6"X 1 Y4"TAPCON SCREWS cn 0 UJ UJ
>-. Lu
ANCHOR BOLTS REQUIRED BETWEEN
T
FIRE RETARDANT HIREADED RODS AT A MAXIMUM OF 6-0"O.C.
SHEATHING _c_- j �_: 0
6 LLJ b 0
TYPE"X"OR"C" ALT:WEATHER RESISTANT a �_:
TYPE"X"GYPLAP BOARD 4 z
DRYWALL uj 0
'd
2x—BLOCKING BETWEEN TRUSS CHORDS.NAIL TO EACH TRUSS Q_
Cn JOB NUMBER: COUNTY:
WITH(2)0.131"x 3 j/4"NAILS. ALUMINUM BREAKAWAY CLIP-, a 16-0765 DUVAL
cm
DENSGLAS FIREGUARD
I V-0"(U.O.N.)
U L-U 344 1-HOU R RATED WALL. THERMAFIBER BLANKETS FOR cn DO NOT SCALE THIS DRAWING
FIRESTOPS NOTE:
RATED SHEATHING INSULATION NOT SHOWN FOR CLARITY ELEASE DATE:
06-09-16
c3 EVISIONS:
WOOD SIDING
2x4 STUDS @ 16" ENLARGEMENT DRAWN BY:
DJM
CHECKED BY:
JKH
Lu TITLE:
FIRE WALL DETAILS
SHEET:
rF SECTION-TYPICAL SOFFIT AT PROPERTY LINE SECTION-TYPICAL DRAFT-STOPPING SECTION-TYPICAL TWO STORY TENANT SEPARATION WALL
1%,�4 \,SD-4 FILE COPY C)
04
@