384 1st ST - NEW HOME STRU. DRAWINGS r
DESIGN SPECIFICATIONS: GENERAL NOTES:
8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG Project has been designed in accordance with the 5th Edition(2014) Florida B ilding 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with
Code,Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, HENGINEERING, INC.
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of -1"to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258
2. It is the intent of the Engineer of Record(Engineer)that this work be performed incubic yard in accordance with manufacturer's recommendations. P:904.886.2401 F:904.260.4367
F jhulseng@bellsouth.net
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type
Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and 08ER:25846
Building Risk Category: 11 other deleterious material.Structural fill shall be compacted to a density of at least *(D-
Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall be treated �. . ��.-•{"•••.� jrf
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporarywith termite poison before slab is placed. ar�� :• .rel-ICE/`/ •."'��''�.
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during
10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be }{ * ! 4
Wind-Borne Debris: NOT located in the wind-borne debris region construction.
compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density
Unless otherwise noted,project site considerations shall be the responsibility ol the 4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. E S r
owner and/or contractor. Examples of such items include,but shall not be limit,d to, commencing work. $ T,qT�
determination of grade elevations,drainage features,and special requirements 11. The following minimum concrete cover shall be provided for reinforcement: :
associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth
plates,openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or weather Q��` ��•''� ���
DESIGN DEAD LOADS: required to attach and accommodate other work. 1 '/2'Concrete not exposed to earth or weather AL N,
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Floors: 6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following FL PE No.50791
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: COMMENTS:
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor where indicated otherwise. #4 bars: 21"minimum
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be #5 bars: 26"minimum m
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32"minimum
shall contact the Engineer for clarification in cases of conflict between the structural
Roofs: drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent around corners or comer bars shall be used. .02
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) €
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support o
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel.Support items which bear on exposed concrete surfaces shall have E
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the w
ends which are plastic tipped or stainless steel.
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction
specified in the soils report shall be followed unless more stringent requirements are MASONRY:
Floors: specified in these plans.
Exterior Balconies: 40 psf General:
Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 Ib point load) 1. All masonry work shall be in accordance with"Building Code Requirements for
Garages: 50 psf or 2000 Ib point load 1. All concrete work shall be in accordance with"Building Code Requirements for
g p ( p ) Masonry Structures, ACI 530-11,and Specifications for Masonry Structures, ACI
All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301. 530.1-11
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Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
Without Storage: 10 psf Slabs on grade,footings,and mise.concrete: fc=2500psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11".
With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
in brick veneer.
Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150)
Less than 4:12 slope: 20 psf, 4. The contractor shall be responsible for the design and installation of all flashing.
4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) C NT:
Concrete Masonry(CMU): ELITE CUSTOM HOMES AND
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic RENOVATIONS,INC.
R material or other substances that are deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-11 B,Hollow Load-Bearing
� PROJE
Walls: Concrete Masonry Units,normal weight,with a minimum compressive strength of $ MARCO RESIDENCE
Wind loads with plaster or stucco finish: U360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1900 psi(fm=1500 psi).
Wind loads with other brittle finishes: U240 structural drawings.All reinforcing details shall conform to"Details and Detailing of0 384 FIRST STREET
Wind loads with flexible finishes: U120 or L/180* Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following t JOB NUMBER: COUNTY:
*U180 for exterior walls with interior gypsum board finish. drawings. minimum lengths: 15-0814 DUVAL
Floors: #4 bars: 20"minimum SCALE: 1 -
Live Load: U480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25"minimum E -1 0 (U.O.N.)
Total Load: U240* shall be in accordance with"Standard Tolerances for Concrete Construction and #6 bars: 30"minimum Do NOT SCALE THIS DRAWING
*Increased floor stiffness may be required b floor coveringmanufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. RELEASE DATE:
y q y 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. R VISIONS: 07-22-15
Roofs: an
� 1 09-08-15
Live Load: U240 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the w .
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Total Load: U180 hei ht exceeds 5'-0".
REVIEWED Q DE w DRAWN BY: DJM
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SEE PERMIT'S FOR ADDITIONAL = TITLE:
REQUIREMENTS AND C"D l ""d GENERAL NOTES
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SHEET 1 of 2
REVIEWED BY:, QA-M 51-02 SHEET:
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Clay Masonry(Brick): 13. Fasten plies of 1 3/"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: ULS.- BERG
2-ply beams with(3)rows of 0.131"x3'/4'nails @ 12"o.c.
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Bri k,and 3-ply beams with(3)rows of 0.131"x3'/4'nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEERING INC.
Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's '
requirements. 2 11481 OLD ST.AUGUSTINE RD.,SUITE#202
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: JACKSONVILLE,FL.32258
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall P:904.886.2401 F:904.260.4367
jhulseng@bellsouth.net
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 a FLORIDA C.A.NUMBER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions).
a.Welded connections: AWS D1.1 � `
3, Strand wire veneer ties shall not be less in thickness than No.9 gage wire and 3hall b.Structural steel shapes,plates: ASTM A36
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 WIND PRESSURES ON WINDOWS, DOORS & a `,Ntµ10' ""fjn�,,,��
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural steel tubing: ASTM A500 40,
Adjustable or strand wire veneer ties shall be used at CMU walls. SOFFITS (pSf) a 0�.� �•,•� �/�! '�.y���'
2. All structural steel connections and fabrications shall comply with AISC specifications. <(� �,.��E, /S•;S '��
4, Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE(4) .•'� ` ," 0
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. = r Nth;-Jr 2£
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windows where brick is self-supporting. If the length of the opening exceeds 6'0"then Y '
the steel angle shall be attached to the wood framing with %"x 3"lag screws 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes
o.c.or Simpson%4'x 3"SDS screws @ 12"o.c. shall not be used. 0 to 20 sf 18.3 -24.5 18.3 -19.8
20.1 to 50 sf 17.5 -22.8 17.5 -19.1 (��Y.� D 0 S�•'
WOOD FRAMING: 5. Bolts shall be installed to the snug-tight condition-u.o.n. 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 , �• �'
100.1 to 200 sf 15.5 -19.1 15.5 -17.1
1. All wood framing has been designed in accordance with"National Design Spec fication 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior 200.1 to 500 sf 14.7 -17.4 14.7 -16.3 m C0 V14L ENG
(NDS)for Wood Construction," 2012 edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". Soffit Design Pressure 1 18.3 -24.5 18.3 -19.8 1
Base Design Pressure 15.50 GCpi= t0.18
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 steelo
grades of visually graded Southern Yellow Pine dimension lumber per"Suppler lent surfaces exposed and visible to the exterior of the structure. m
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by 3
the Southern Pine Inspection Bureau(SPIB). 8. Field touch-up after installation where required to restore final finish. s
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3. All wood members exposed to weather or in contact with masonry,concrete or soil HARDWARE AND ANCHORS: E
shall be treated with an appropriate preservative suitable for the exposure conditions.
1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, TYPICAL EDGE STRIP(5)
4. If ACQ treatment is used on any wood member,then all nailing shall require United Steel Products(USP), or Engineer approved equal. = a=4,0' o
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50.
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 = TYPICAL INTERIOR ZONE(4)
F1554,Grade 36. = o
5. Prefabricated wood trusses shall comply with NDS and"National Design Stand rd 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 3
with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. ASTM Al 53,Class C,or ASTM 8695,Class 50. N
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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
registered Engineer's seal for approval.Design notes shall include the rated load Florida Product Approval)and installed according to the manufacturer's instructions.
capacity of the truss to truss connectors,and the manufacturer's license to fabricate Holes shall be cleaned of all debris and brushed out prior to installation of anchor N
trusses utilizing the connector system proposed.The contractor shall approve adhesive.
fabrication and installation drawings showing size,shape and layout.
ROOF COVERING:
8. Jobsite handling and erection,including temporary bracing,during installation of c NT:
trusses shall comply with TPI/WTCA BCSI 1. 1. The contractor shall be responsible for the design and installation of the roof covering 3 ELITE CUSTOM HOMES AND
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n system. RENOVATIONS,INC.
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened PROJE.21 .
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 MARCO RESIDENCE
Connection Schedule. manufacturer's requirements. L 384 FIRST STREET
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 JOB NUMBER: COUNTY:
detail as shown in the structural drawings. Manual,"and the manufacturer's requirements. SCALE:
811 =1'-0"(U.O.N.)
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 s DO NOT SCALE THIS DRAWING
be provided by others. to the manufacturer's requirements. A RELEASE DATE:
07-22-15
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 $REVISIONS:
specifications: and valley material. t 1 09-08-15
LVL or Parallam LSL
m
E=2,000,000 psi E=1,550,000 psi DRAWN BY:
Fb=2,600 psi Fb=2,325 psi W DJM
Fc=750 psi Fc=900 psi m
CHECKED BY:
Fv=285 psi Fv=310 psi FSS
TITLE:
GENERAL NOTES
W
SHEET 2 of 2
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78-22 STEMWALL
40,_52., ULSBERG
37'-9" HENGINEERING, INC.
' " 22'7" 16'-72" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
12'-9" 25-0" s JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
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21
FLORIDA C.A.NUMBER.25846
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6x6 W1.4x1.4 WWF OR I MONOLITHIC FTG. g
FIBERMESH OVER 6 MIL
B I I OR BARRIER COVERING
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SD-1 t JOB NUMBER: COUNTY:
15-0814 DUVAL
- - - - - - - - - - - - SCALE: _
VSD-1 — — — — — — — — — — �g DO NOT SCALE THIS DRAWING
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a RELEASE DATE:
L I I I I I I YOTE: REVISIONS: O7-2Z-15
CONTIN OUS FOOTING =DENOTES TWO STORY r 09-08-15
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ACROS GA GE '" FOOTING CONDITION
DOOR 0 ENI G
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CJ=SUGGESTED CONTROL JOINT w DJM
1LOCATIONS(SEE DETAIL"T"ON SD-2) CHECKED BY:
9. " , " 9.3,.
14'-6" 7-72 2'-11" FSS
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1 T-0" 12'-10" 25'-0"_3 _3CONTRACTOR SHALL VERIFY ALL DIMENSIONS TITLE FOUNDATION PLAN
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39'-12" USING FINAL APPROVED FLOOR PLAN PRIOR w
76-11 FOUNDATION PLAN TO CONSTRUCTION. =SHEET:
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WALL FRAMING NOTES: ULSBERG
1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE
CONSTRUCTED WITH 2X6 SPF N0.2 STUDS HENGINEERING, INC.
@ 16"O.C. -U.O.N. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
BALLOON FRAME WALL JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
2)ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL jhulseng@bellsouth.net
(3)2x12 HEADER NOTE: BE CONSTRUCTED WITH 2X4 OR 2X6 SPF N0.2 W
a FLOR9,� .A.NUMBER:25846
2 J 2 K THIS OPEN PORCH CEILING REQUIRES A STUDS @ 16-O.C. -U.O.N. E
MINIMUM 8"SHEATHING.FASTEN WITH 6d o
COM OR BOX NAILS AT 6"O.C.ON EDGES 3)THE FIRST FLOOR EXTERIOR WALL FINISH IS
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(4)2x6 BUILT-UPAND 12"O.C.IN THE FIELD. "FLEXIBLE"(SIDING)-U.O.N. ,�,,�uj POST(MIN.)LAP NOTE: NOTIFY ENGINEER OF ANY VARIATIONS.cn
a OUTER PLIES ONTO EACH EXTERIOR POST SHALL BE TREATED * �,�•.••• •''•i•.,,�f�fA',y
;g RIDGE BEAM. 4x4 POST ON ABU44-Z POST BASE.STRAP :` v ••. s
oz N N : : POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP $ ? ; O
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' (2)2x12 BEAM TYPICAL ALL POSTS-(U.O.N.) _ 1 — ,
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CONT.(3)SPANS m NOTE: GARAGE DOOR NOTES
(2)2x8 HEADER N E EACH STAIR CASE POST SHALL BE
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TREATED 6x6 POST EMBEDDED POST 1. INSTALL(1J MSTA30 STRAP AT EACH END _l��i�!<N��
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(SEE DETAIL) OF GARAGE DOOR HEADER.NAIL STRAP
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Z N 04 `�' ' E o STAIRS BY BUILDER MINIMUM DESIGN PRESSURE OF 18.3 psf±
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POST MIN;,LAP• _
OUTER PLIES OMO"' " . ..... ' BEARING WALL
RIDGE BEAM.
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8d COM(0.131"x 2 8")NAILS @
_ 6"O.C.ON EDGES AND 12-O.C. �
STRUCTURAL:RIDGE I ON INTERMEDIATE SUPPORTS.
SW-3
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A �I CANTILEVERED ROOF SBS =
SHEATH BOTH SIDES OF WALL PROJE
A :; ;; SEE SHEET S-10
AT INDICATED SHEARWALL s MARCO RESIDENCE
L 384E STREET
FIRST
2x12 BEAM (2)JACK STUDS& NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. JOB NUMBER: COUNTY:
(2)KING STUDS p 15.0814 DUVAL
: III SCALE:
%" =1'-0"(U.O.N.)
E WOOD FRAMED HEADER LEGEND: 9
_ _ _ _ SD-7 �—— (2)17 11 4"LVL (2)1 4"x 114"LVL —� SIZE $
DO NOT SCALE THIS DRAWING
SW-3 OF HEADER
RELEASE DATE:
NOTE: :: E m 07-22-15
THIS OPEN PORCH CEILING REQUIRES A SD-7
2 2x_HEADER $REVISIONS:
L 1 09-08-15
MINIMUM 8°SHEATHING.FASTEN WITH 6d J K
COM OR BOX NAILS AT 6"O.C.ON EDGES — — — _
: : (2)2x12 PORCH — — QUANTITY UANTITY
AND 12"O.C.IN THE FIELD. SW-3
OF JACKS OF KING STUDS W °�"�'BY: DJM
. BEAM(TYPICAL) : CONSTRUCT USING APA NARROW WALL
NOTE: METHOD WITH HEADER CONTINUOUS ACROSS � CHECKED BY: FSS
POST SHALL BE TREATED RETURN WALLS(SEE DETAIL"A"ON SD-8) NOTE: 9 TITLE:
44 POST ON ABU44-Z POST BASE.STRAP -
ALL WOOD FRAMED LOAD BEARING HEADERS � WALL LAYOUT
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP SHALL BE MINIMUM(2)2X6 N0.2 OR BETTER FIRST FLOOR
.
WALL LAYOUT- FIRST FLOOR SYPINSTALL MINIMUM(1)JACK AND
OR(1)MSTA24-Z. � SHEET:
SEE DETAIL"F"ON SHEET SD-7 (1)KING STUD AT EACH HEADER(U.O.N.)
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WALL FRAMING NOTES: ULSBERG
1)ALL SECOND FLOOR EXTERIOR WALLS SHALL BE
CONSTRUCTED WITH 2x6 SPF No.2 STUDS HENGINEERING, INC.
@ 16-O.C. -U.O.N. 6 11481 OLD ST.AUGUSTINE RD.,SUITE#202
c6 JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
2)ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL jhulseng@bellsouth.net
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BE CONSTRUCTED WITH 2x4 OR 2x6 SPF No.2 FLORIDA C.A.NUMBER:25846
STUDS @ 16-O.C. -U.O.N. o
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3)THE SECOND FLOOR EXTERIOR WALL FINISH IS
"FLEXIBLE"(SIDING)-U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS. ••`••L�•..•••• •�.. �����' ,
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BALLOON FRAME WALL SHEARWALL LEGEND: 3
(4)2x6 BUILT-UP
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OUTER PLIES ONTO
RIDGE BEAM. o = BEARING WALL
.CONT:O SPANS.................
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ER SW-6—
2 J = SHEARWALLS FASTENED WITH
.........:.............. ......I............. :....... 8d COM(0.131"x 2%")NAILS @
._............ ........... ........................____ 6"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS.
SW-3
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NAIL JOIST TO RAFTER WITH :M = 3"O.C.ON EDGES AND 12"O.C. 3 c N ELITE CUSTOM HOMES AND
::.......: ::::::
(3)0.131"x 3"NAILS c ..•...•••Z) .... ..-•••••............•••• :� N N ON INTERMEDIATE SUPPORTS. m
........................... RENOVATIONS,INC.
(TYPICAL) o
SHEATH BOTH SIDES OF WALL 2 PROJE 1
"' AT INDICATED SHEARWALL MARCO RESIDENCE
. .... . . ..................... o 384 FIRST STREET
's
CONT.( SPANS NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. JOB NUMBER: COUNTY:
15.0814 1DUVAL
E(3)2 2 K SCALE: X8 =1'-0"(U.O.N.)
•...•....• WOOD FRAMED HEADER LEGEND:
SIZE 8 DO NOT SCALE THIS DRAWING
OF HEADER 2 RELEASE DATE:
07-22-15
(4)2x6 BUILT-UP
2 2x—HEADER REvlsloNs:
POST(MIN.)LAP OPEN BALCONYJ K t E 09-08-15
OUTER PLIES ONTO GUARDRAIL B BUILDER QUANTITY UANTITY
RIDGE BEAM. BALLOON FRAME WALL DRAWN BY.
OF JACKS OF KING STUDS w DJM
m
CHECKED BY: FSS
NOTE: TITLE:
ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT
WALL LAYOUT-SECOND FLOOR SHALL BE MINIMUM(2)2X6 No.2 OR BETTER SECOND FLOOR
SYP.INSTALL MINIMUM(1)JACK AND 325 SHEET:
�(1)KING STUD AT EACH HEADER(U.O.N.)
S5
L J
ULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
w
jhulseng@bellsouth.net
FLORIDA C.A.NUMBER:25846
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ELITEE
z z FLOOR JOISTS
I RENOVATIONS,INC.
v cc
x w J (SEE DETAIL"C"ON S-12) PROJE 1
X > $ MARCO RESIDENCE
'..'' ' 384 FIRST STREET
JOB NUMBER: COUNTY:
15-0814 1 DUVAL
(2)2x8 CEILING BEAM—U ol—I ...11-'—LUS28 HANGER TYPICAL
- - - - - - - SCALE: „ ,
=1-0„(U.O.N.)
E
E
g DO NOT SCALE THIS DRAWING
AL_FLOOR TRUSS UNDER
FCi RELEASE DATE:
. y 07-22-15
BEARING WALL
;,REVISIONS:
ABOVE
t 1 09-08-15
`D 2x12 TREATED JOISTS
SISTERED TO FLOOR TRUSS DRAWN BY:
.....
(SEE DETAIL"C”ON S-12)
. ..... w DJM
CHECKED BY: FSS
2x12 TREATED RIM BOARD
TITLE:
CEILING FRAMING AND
FLOOR LAYOUT
CEILING FRAMING&FLOOR LAYOUT Lu
SHEET:
S_6
ROOF FRAMING NOTES: CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS(FBC 2010)SYPUL S B ERG
1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP Span Tables for No.2 SYP Rafters
2. ALL RAFTERS SHALL BE 2x8 @ 24"oc.(U.O.N.) No Ceiling Load-20 psf LL,10psf DL H ENGINEERING, INC.
3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS = 11481 OLD ST.AUGUSTINE RD.,SUITE#202
SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. do JACKSONVILLE,FL.32258
WITH(5)10d x 1%"NAILS EACH END. P:904.886.2401 F:904.260.4367
4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL 2x4 9'
-0" 8'-2" 7'-8" T-2" m jhulseng@bellsouth.net
2x6 14'-2" 12'-11" 12'-1" 10'-11" 2,
COLLAR TIES TO RAFTERS WITH(5)0.131"x 34"NAILS. 2x8 18'-8" 17'-0" 15'-6" 13`-11° FLORIDA C.A.NUMBER:25846
5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) 2x10 23'4" 20'-2" 18'-5" 16'-6"
0.131"x 34"TOE-NAILS. 2x12 27'-6" 23'-10" 21'-9" 19'-5" _ ,,u ,
HIPS, a ,g1an "Ifff
6. ALL RIDGES, AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER ``eN }' s,
THAN ADJOINING RAFTERS.(U.O.N.) Span Tables for No.2 SYP Rafters-No Ceiling Joist- �.� .•••••'•• . / �,,y�/
7. FASTEN RAFTERS TO CEILING JOISTS WITH(4)0.131"x 3 4"NAILS. with Drywall Ceiling-20 psf LL,15 psf DL :,' LSC ESS• �'�y„
8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) •�0 •
SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. _ * NO,
0.131"x 34"TOENAILS. S Z=
9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON H8 2x6 13'-6" 12-3" 11'4" 10'-2" $ i1
2x8 17'-9" 15'-9" 14'-5" 12'-10" .�
TWIST STRAPS WITH(5)10d x 1%"NAILS EACH END OF STRAP. S
2x10 21'-7" 18'-8" 17'-1" 15'-3"
AT
` uj III _ _ 2x1225'-5" 22'-0" 20'-1" 18'-0" -s ► +<` f, `
" LA_ � Span Tables for No.2 SYP Ceiling Joist +� •�`�3'•RII P :�`7 ��•���,
. o �
'cro W II 20 psf LL,10 psf DL = , 1►, SIFE 0791'PE
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W cn 2x4 8'-2" T-5" 7'-0" 61-6"
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z _ 2x10 20'-11" 18'-1" 16'-6" 14'-9"
`V c" N 2x12 24'-7" 21'-3" 19'-4" 17'-5"
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MARCO RESIDENCE
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384 FIRST STREET
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...... : : r 15-0814 DUVAL
SCALE: „ , „
=1-0 (U.O.N.)
............. ....................... s
E DO NOT SCALE THIS DRAWING
z RELEASE DATE:
07-22-15
REVISIONS:
m t 09-08-15
II
NOTE:
(2)1 a"x 11 4"LVL W DRAWN BY: DJM
STRUCTURAL RIDGE IS
CONTINUOUS ACROSS CHECKED BY: FSS
CUPOLA 2 TITLE:
ROOF FRAMING
w
LAYOUT
ROOF FRAMING LAYOUT SHEET:
S1111111117
N
® J
DOUBLE PLATE ULSBERG
3"x 3"x Y44"WASHER HENGINEERING, INC.
THREADED ROD ASSEMBLY WITH NUT 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
RODS 4'O.C.MAX _FRAMING BELOW DOUBLE PLATE P:904.886.2401 F:904.260.4367
2x
@ i� ( ) W jhulseng@bellsouth aet
FLORIDA C.A.NUMOER:25846
CS16 FROM RIDGE
POST TO HEADER (2)ROWS OF 0.131"x 3'/4"NAILS @ 12-O.C.
N tttHt ttttrrtrr
,`tttttt
di
SPH_CLIP OVER DOUBLE PLATE / .
ALTERNATE:MSTA24 STRAP LOOPED vvi NOTE: -00
EACH EXTERIOR POST SHALL BE TREATED OVER DOUBLE PLATE WITH(6) ? NoSQ �x SD-7 4x4 POST ON ABU44-Z POST BASE.STRAP 10d x 1%"NAILS INTO EACH SIDE OF STUD
T TO EACH BEAM ABOVE WITH 1 H6-Z CLIP = * F
- POS O A DETAIL-THREADED ROD AT 90 DEGREE CORNER `%
OR(1)MSTA24-Z. S T
Or
......................... ...........�............ •.._'. ...... :_ TYPICAL ALL POSTS-(U.O.N.) _ 0
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EACH STAIR CASE POST SHALL BE
A E E TREATED 6x6 POST EMBEDDED POST
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S-8 SD-7 SD-7 (SEE DETAIL)
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HTT5 C5
HOLDOWN a
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GARAGE DOOR NOTES
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PLATE HOEDOWN 1. INSTALL(�MSTA30 STRAP AT EACH END
:: HEADER.NAIL STRAP
a OF GARAGE DOOR
' - DER AND CRIPPLES BELOW.
-: ................ �... . . _ ..... ...... .. .. .. .. INTO HEA
x 2. EMBEDDED STRAP AT EACH END OF GARAGE
X a
DOOR OPENING SEE DETAIL"F"ON SD-1
O q C NT:
:::::: D7T2-Z ON:ROD ELITE CUSTOM HOMES AND
FASTENED TO RIDGE cn
THREADED ROD LEGEND: m RENOVATIONS,INC.
o 0 • _ %"THREADED ROD FROM PROJE
FOUNDATION TO DOUBLE PLATE. $ MARCO RESIDENCE
(4"MINIMUM EMBEDMENT REQUIRED) o
.. .. .. 384 FIRST STREET
.................
THREADED ROD FROM t JOB NUMBER: COUNTY:
FOUNDATION TO UPPER
15-0814 DUVAL
FLOOR DOUBLE PLATE. SCALE: Y8,1 -1'-0"(U.O.N.)
E (4"MINIMUM EMBEDMENT REQUIRED) E DO NOT SCALE THIS DRAWING
RELEASE DATE:
o = HOEDOWN(AS NOTED) z
07-22-15
1190
INSTALLED AT SILL PLATE REVISIONS:
ji
E t 09-08-1 5
ZHTT5 SD-7p = HOLDOWN(AS NOTED)INSTALLED
HOLDOWN
...........••• 17 AT SILL PLATE.COUPLE MINIMUM V 0
= ROD TO HOLDOWN ANCHOR AND .1F.
DRAWN BY: DJM
W
CONSTRUCT USING APA NARROW WALL CONTINUE TO DOUBLE PLATE ABOVE. 2 CHECKED BY: FSS
NOTE: HTT5 METHOD WITH HEADER CONTINUOUS ACROSS
HOLDOWN " " O = HOLDOWN(AS NOTED)INSTALLED TITLE:
EACH EXTERIOR POST SHALL BE TREATED
4x4 POST ON ABU44-Z POST BASE.STRAP RETURN WALLS(SEE DETAIL A ON SD-8) TIE-DOWN LAYOUT
AT SILL PLATE.COUPLE MINIMUM%"0
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP ROD TO HOLDOWN ANCHOR AND LZ
FIRST FLOOR
OR(1)MSTA24-Z. CONTINUE TO UPPER FLOOR A SHEET:
TYPICAL ALL POSTS-(U.O.N.) TIE-DOWN LAYOUT-FIRST FLOOR DOUBLE PLATE ABOVE. s
-8
SEE DETAIL"F"ON SHEET SD-7
N
® J
ULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,-FL.32258
P:904.886.2401 fl 904.260.4367
Lu
jhulseng Ilsouth.net
FL DA C.,X.NUMBER:25846
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LSTA18 STRAP AT EACH
CS16 0 IDGE POST END OF HEADER AND
TO HEADER CS16 TO WALL/BEAM
........ BELOW..........
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0
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0 Of
0 • _ %"THREADED ROD FROM PROJE
: FOUNDATION TO DOUBLE PLATE. $ MARCO RESIDENCE
::::: -•-.- (4"MINIMUM EMBEDMENT REQUIRED) _ 384 FIRST STREET
CS16 FROM RID E POST LSTA18 STRAP AT EACH
3 " COUNTY:
p EADER END OF HEADER AND O = /e THREADED ROD FROM JOB NUMBER:
15.0814 DUVAL
:,:•
CS16 TO WALL/BEAM FOUNDATION TO UPPER
' BELO*/*........W FLOOR DOUBLE PLATE. SCALE: �11 =1'-0"(u.o.N.)
' (4"MINIMUM EMBEDMENT REQUIRED) E
E
DO NOT SCALE THIS DRAWING
= HOLDOWN(AS NOTED) RELEASE DATE:
07-22-15
INSTALLED AT SILL PLATE a REVISIONS:
L 1 09-08-15
O = HOLDOWN(AS NOTED)INSTALLED
AT SILL PLATE.COUPLE MINIMUM%"0 � DRAWN BY:
ROD TO HOLDOWN ANCHOR AND w DJM
CONTINUE TO DOUBLE PLATE ABOVE. CHECKED BY: FSS
O
fJ= HOLDOWN(AS NOTED)INSTALLED _ TITLE:
AT SILL PLATE.COUPLE MINIMUM%"0 TIE-DOWN LAYOUT
TIE-DOWN LAYOUT-SECOND FLOOR SECOND FLOOR
ROD TO HOLDOWN ANCHOR AND W
CONTINUE TO UPPER FLOOR SHEET:
DOUBLE PLATE ABOVE. N S.9
ULSBERG
3Y"TENON HENGINEEFING, INC.
CEDAR CAP AT 11481 OLD ST.AUGUSTINE RD.,SUITE#202
DOWEL JACKSONVILLE,FL.32258
-; P:904.886.2401 F:904.260.4367
I I w ng@be0gouth.net
' FLORID C.A. 76ER:25846
1"
OAK DOWEL
MEMBER BELOW—/ �( '�.�C E/V • �l"
CEDAR CAP AT
;• a Q
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DOWEL * NOSo •Z
9 � -
TOP VIEW OF TENON WITH DOWELS SID •; TA rE � *`'
PSON,PE
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1 �
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1 2%"x 1 Y x 2"DEEP MORTISE
1 MORTISE AND TENON
1
—Y4"0 HOLE FOR DOWEL (SEE DETAIL THIS SHEET)
1 \\ m
2%"x 1 Y"x 2"DEEP TENON
C NT:
1"POCKET HOLE WITH CEDAR PLUG ELITE CUSTOM HOMES AND
%"O HOLE FOR DOWEL m RENOVATIONS,INC.
4x CEDAR 44 CEDAR
MARCO RESIDENCE
(3)2x6 IN WALL
384 FIRST STREET
4x12 TO BE USED FOR ARCHED MEMBER y JOB NUMBER: COUNTY:
15.0814 DUVAL
44 CEDAR SCALE: )1-011(U O N)
MORTISE AND TENON
(SEE DETAIL THIS SHEET) O DO NOT SCALE THIS DRAWING
RELEASE DATE:
%s"x 6"LAG SCREW 07-22-15
POCKET HOLE WITH CEDAR PLUG $REVISIONS:
UNASSEMBLED CONNECTION r 1 09-08-15
DRAWN BY:
LZ DJM
CHECKED BY: FSS
9 TITLE:
A DETAIL-ROOF BRACKET CANTILEVERED ROOF
m
S-10
W
SHEET:
S-10
J
ULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACONVIL4E,FL.;32258
P:9k34.1�6.244fi F:904260.4367
w
Jhplsenq6bellsotm.net
FLO DA¢.A.NUMBER:25846
2x10 RIDGE �_��:' L�G�F�s�•�sO sr
is"OR 1y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 2x6 COLLAR TIES @ 24"O.C. * Nod So 9
1y32"RATED PLYWOOE SHEATHING,EXPOSURE I-TILE ROOF (4)0.131"x 3"NAILS EACH END $ 1 /;
t%2"RATED S EATHING,EXPOSURE I-METAL ROOF TO RAFTER z *
ASTEN WITH 0.113"x 2 Y8"RING SHANK _
NAILS @ 6-O.C.ONE GES AND INTERMEDIATE SUPPORTS. r--- --- -y 0
f��A� �I N,PE
2x8 RAF ERS @ 24"O.C. �i .5079 1
2x8 RAFTERS @ 24"O.C. 1�0MM
0
ROOF COVERING(BY OTHERS)
(2)2x8 CEILING
BEAMS WITH 2x8
RIDGE FOR VAULTED
0
CEILING BELOW
2x10 CEILING2x12 CEILING
a
JOISTS @ 24-O.C. \,\ JOISTS @ 24-O.C.
f/ o
c
(2)2x_SYP#2 DOUBLE PLATE(U.O.N.) �Y FALSE FRAME VAULTED
v
CEILING
THREADED ROD AS EMBLY THREADED ROD ASSEMBLY
m
%s"RATED SHEATHING,EXPOSURE 1.
FASTEN WITH 0.131"x 2%"NAILS @ 6-O.C.ON
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
(U.O.N.)(BLOCK ALL EDGES)
m
a
HALL BEDROOM#1 C NT:
ELITE CUSTOM HOMES AND
BEDROOM#2 RENOVATIONS,INC.
2x_SPF#2 STUDSca
16"O.C. PROJE
2x_TREATED SYP#2 SILL PLATE MARCO RESIDENCE
. b
384 FIRST STREET
�s JOB NUMBER: COINITY:
15-0814 DUVAL
SCALE: -0"„ _ u
g DO NOT SCALE THIS DRAWING
RELEASE DATE:
07-22-15
`\ REVISIONS:
m
1 09-08-15
DRAWN BY: DJM
21w
CHECKED BY: FSS
TITLE:
.m
FRAMING CROSS SECTION
w
ATFOYER
SECTION
� SHEET:
S-11
J
Y3LENGTH Y LENGTH ULSBERG
NOTE: =EN TRUSSES- HENGINEERING, INC.
BRACE OVERFRAMING TO TRUSSES OR ]TO BLOCKING
RAFTERS AS REQUIRED TO MAINTAIN )T ALIGN WITH STEP 11481 OLD ST.AUGUSTINE RD.,SUITE#202
IST TO TRUSS. m JACKSONVILLE,FL.32258
FLOOR TRUSS P:904.886.2401 F:904.260.4367
MAXIMUM 6'-0"SPANS. TREATED RIM
BALCONY jhulseng@bellsouth.net
ROOFS EATHING Lu
m FLORIDA C.A.NUMBER:25846
(4)0.131"x 3,Y4" -_
TOENAILS(TYP) 26 OVERFRAMING \•\
------�1-------L�-------1YL------�y�-------�
0
IMPSON H3 CLIP
\--2xl2 PT BALCONY JOIST € �,` N�uNNllji�
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3 ,,� ff•• • ••/.y�, I
NAIL BALCONY JOIST TO FLOOR TRUSS
WITH(4).131"x 3 4"NAILS AT EACH BEARING _ `;'�f t-,C'
WEB OF TRUSS AND @ 8"O.C.INTO e
�— x8 N0.2 SYP NAILED BOTTOM CHORD. _ $ JfNo_ �•��s'L
0 TRUSS CHORD WITH = o 9
5)0.131"x 3%"NAILS c DETAIL-BALCONY FRAMING AT CANTILEVER ST
RUSS TOP CHORD OR RAFTER S 12 •0,C, � E 8-15
A SECTION-TYPICAL OVERFRAMING AT E ISTING ROOF `1
q
S12 2x6 TOP CAP(BEVEL) "foll"op
2x4 TOP RAIL
2x2 STILES
NOTE: m
2x6 BOTTOM RAIL _z GUARDRAIL BOTTOM RAIL
AND STILES WILL BE SPACED 3
M TO NOT ALLOW A 4"SPHERE
MINIMUM 2x_DECKING TO PASS THROUGH/UNDER RAIL.
m
TREATED 2x12 DECK JOISTS 24"0.C.
E
INSTALL MINIMUM%s"OSB SHEATHING ON 2x12 TREATED RIM BOARD
DORMER WALLS-NAIL @ 6-O.C.ON
EDGES AND 12"O.C.IN FIELD WITH
8d COM OR BOX.
0
TRIPLE RAFTER AT EACH SIDE (3)4"x 5"SDS SCREWS
N
Ol
(2)2x12 TREATED BEAM
RIDGE BEAM AS NOTED ON PLAN \\
RAFTERS AS NOTED ON PLAN \\ NOTCH POST TO ACCEPT
\\ BEAM
LSTA18 STRAP SHED RAFTER TO
LOWER ROOF RAFTER(TYPICA y
2x4's @ 16"O.C. \\\ 6x6 PT POST(.6#/cf CCA TREATED)
\\ \\\\ NOTCHED AT BEAM(TYPICAL) C NT:
ELITE CUSTOM HOMES AND
\ RENOVATIONS,INC.
t
PROJEbT.
\ MARCO RESIDENCE
\ \
384 FIRST STREET
\ JOB NUMBER: COUNTY:
15-0814 DUVAL
EXTEND WALL \
SCALE: 8 =V-0"(U.O.N.)
SHEATHING TO
TOP OF RAFTER \ a s
DO NOT SCALE THIS DRAWING
RELEASE DATE:
H8 CLIP \ H8 CLIPS(TYPICAL RAFTERS) a s m -
y 07-22-15
(TYPICAL) $REvlsloNs.
2x4 NAILER OVER MULTIPLE \ (2)H8 CLIPS(TYPICAL AT TRIPLE RAFTERS) 1 09 08-15
-
24"DIA.x 12"CONC.
PLY RAFTER.NAILED WITH COLLAR AT EACH POST
(2)16d NAILS @ 6-O.C. WITH(1)#5 REBAR EACH WAY.
2x4 SHEATHING NAILER ADJACENT DRAWN BY: DJM
(DRILL%"HOLE THRU POST w
TO RAFTER.NAILED WITH TO PASS RODS THRU CHECKED BY:
2 16d NAILS 6-O.C. IN EACH DIRECTION) FSS
O @ 2x4 LEDGER NAIL TO RAFTER TO SUPPORT SHEATHING NAIL @ 8"O.C. 9 TITLE:
STAGGERED WITH 0.131"x 3 NAILS. DETAILS
D DETAIL-TYPICAL EMBEDDED POST
_
B ETAIL-SHED ROOF DORMER S 12
SHEET:
S-12
= S-12
r
BRICK VENEER WITH 1"AIR SPACE ULSBERG
AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. x
SPACE AND WALL TIES ENGINEERING, INC.
CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
33"O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER N
SILL PLATE GROUT AIR SPACE BELOW FLASHING x WEEP HOLES 33"O.C. z HEIGHT OF CURB VARIES(8" JACKSONVILLE,FL.32258
@ CONCRETE SLAB P:904.886.2401 F,%4.260.4367
6"MIN. MAX.) hulsen Ilsouth.net
GROUT AIR SPACE BELOW _ i s@Vl
CONCRETE SLAB SILL °O
N FLASHING -- GRADEIm, CONCRETE SLAB FLORIDA C. %NUMBER:25846
z PLATE �\\�\\�\\/\\%
CONCRETE SLAB
GRAD
N� z '��\\\\////\\\\\\////\\ •a°° •a
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#5 CONT. .0..►.„•S
'Ap�l'!
i'GRAD 8”CMU STEMWALL WITH(1)#4@48"O.C.
H. \ AND IN EACH CORNER.O.C./\ 8"CMU STEMWALL WITH(1)#4 @ 48"
//// cra\\\//. ,��.,•• �(� �/••• /� �'�.
° /\/\, //// 45 < / • //\/ FILL CELL SOLID AT EACH#4 REBAR.
AND IN EACH CORNER. - \ \\ .► \\�\ " \\/ /\\/\\/ /\\/\\/ ` O•
o z_ /,// i\//\//// // HOOK REBAR 12 INTO UPPER COURSE
FILL CELL SOLID AT EACH#4 REBAR. ao �\i �° • %\\%/\\%� \/\\\\%\\i\\%�� /\�\\/ \\� "Al
/j « / ° /j�//\//�� \/\//�\%/ OF BLOCKS AND 6"INTO FOOTING. \�'/ 1 �•5P7,91Z.g
\ j\\\\\/\\>\\�\\ HOOK REBAR 12 INTO SLAB AND 6 INTO /\ \ \\\ 6„ \\/� 1'-0" ONE STORY- 2 #5 CONT. 'a S ;`
FOOTING. 5` %�ij�%!r�\'/ 1'-4" TWO STORY-(2)#5 CONT. = $
' ONE STORY- 3 #5 CONT.
1'-8" ONE STORY-O 2 #5 CONT.
#5 CONT-5w �TAT
1'-8" ONE STORY- 2 T. " • h .
1'-8" TWO STORY-(3)#5 CONT. V-9" TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT.
SECTION-STEMWALL WITH BRICK SE TION-MONOLITHIC WITH BRICK D
A SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE �Ip
SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
X CONCRETE SLAB
75
SILL PLATE - 1' F
CONCRETE SLAB `1 SILL
PLATE CONCRETE SLAB /�ji PE
ao GRADE-\
CONCRETE SLAB
GRAD \\ \\//�' °-- GRADE \\/�\j\\j\\/�\\/�\//�\/!/ GRADE A
\// \ 1 #5 CONT. i//
/\/\ � ) A\\ 1 #5 CONT. ��. °_�-
\\/\\/\ \ « « iso/i / / / O /'~--�, .
\\�8 CMU STEMWALL WITH(1)#4 @ 48 O.C. \//\//\/ a / /. \/\/\ \/\ = a° �� \
AND IN EACH CORNER. <- � �\\/\\ \/\\/\\� _ / /\/\/\ ADD 8"x 16 CMU TO INSIDE OFCD 0
FILL CELL SOLID AT EACH#4 REBAR. / / �'!\//\// -' ` /\// //\//\// STEMWALL AT POST LOCATION
REBAR 12"INTO SLAB AND 6"INTO ,, \ \\\, /j\\ WITH(1)#4 VERTICAL IN EACH
�� FOOTING.
6 // ////////✓
ONE STORY-(2)#5 CONT. \ \\j�\\j�\\/�\\' (AS NOTED) REINFORCEMENT(AS NOTED)
1'-8" ONE STORY- 2 #5 CONT. 1'4^ TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED)
11-8" TWO STORY-(3)#5 CONT.
B SECTION-STEMWALL SE TION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE m
SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
BRICK VENEER WITH 1"AIR SPACE **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
AND WALL TIES 3 C NT:
ELITE CUSTOM HOMES AND
CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO § RENOVATIONS,INC.
r @ 33-O.C. BRICK VENEER WITH 1"AIR SPACE — GARAGE DOOR POST.
GROUT AIR SPACE BELOW FLASHING AND WALL TIES � < PA51 STRAP NAILED TO GARAGE PROJE .
EMBED STRAP INTO FOOTING
X ¢ c~i) DOOR POST.BEND STRAP INTO s MARCO RESIDENCE
(1)#5 CONT. < CONT. FLASHING;PROVIDE WEEP Z FOOTING AS SHOWN. AS SHOWN. r
SILL PLATE HOLES @ 33"O.C. o a a —
Z
FILL JOINT WITH ELASTOMERIC C" 6"MIN. GROUT AIR SPACE BELOW FLASHING JOB NUMBER: COUNTY:
JOINT FILLER `n `
SILL HEIGHT OF CURB VARIES(8"MAX.) v' w � SCALE:
--`-- o PLATE I I A I I I I A I I #4 WITH 6"HOOK INTO FOOTING z o g"=1'-0"(U.O.N.)
CONCRETE SLAB Z cn ¢ E
\' _ _ — AND BENT 12"MINIMUM INTO -a Lu g DO NOT SCALE THIS DRAWING
/ // CONCRETE SLAB GRAD
GRAD \\ \\\\,\\� — THICKENED EDGE. m RELEASE DATE:
/i\\/i "~ GRADE 07-22-15
8"CMU STEMWALL WITH(1)#4 @ 48-O.C. o z_ /// ° //\//\ I REVISIONS:
AND IN EACH CORNER. ao /j\j . °°. °.m �So j�\/� ° °o , ° 1 09 os 15
\�/ • �► \�/�\// FILL CELL SOLID AT EACH#4 REBAR. \/ / / j /\j\j\��`� /GRADE
REBAR 12"INTO UPPER COURSE \\/%\\%/�\% \ \\/ \/\/ a ° //;' _ — ° ° ° °
5'\/�\\/�\\i\\/ /\ g �- -°-°-_°° \ e � /\\ \j/ � DRAWN BY:
OF BLOCKS AND 6 INTO FOOTING. �� — — \ \/\/\/\ DJM
6" 1'-5" ONE STORY- 3 #5 CONT. �. °° \ /\\\\\\ \\\ 2
V-9" TWO STORY- 3 #5 CONT. \ /ii\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//�\ /\\' /\\//\\//\\//\\/i\\i j\//\\//\\//\\//\\//\\//\\/���// CHECKED BY:
V-8" ONE STORY-(2)#5 CONT. O \/\j\\\\i\\\\\/\\/\\/\\/\\�\� \�\��\\�\\/ \�\\� \�\\�` _ FSS
1'$" TWO STORY-(3)#5 CONT. 6 M11`v. //��/%\\/!%\�!%\ \/ TITLE:
FOUNDATION DETAILS
SHEET 1 of 2
SECTION-STEMWALL AT GARAGE WITH BRICK SE TION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC w21
SHEET:
SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT o
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD
L J
r
SHOWER AREA SHOWER AREA
MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS ULSBERG
NAIL EACH STRAP TO CRIPPLE STUD H ENGINEERING, INC.
I—7—j—F WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
8"CMU STEMWALL 3"MAXIMUM OVERHANG a m JACKSONVILLE,Ft.32258
(OPTIONAL) FASTEN STRAP TO FOUNDATION
P:904.886.2401 F• 04:260.4367
FORM EDGE o¢ %"x 24'CONCRETE
jhulseng@Wllsouth.net
PLAN VIEW PLAN VIEW CONCRETE SLAB WALL WITH( ) F IDA C.A UMBER:25846
o a SCREWS INTO MASONRY OR N
'Z (8)X"x 133x"CONCRETE o
SCREWS INTO CONCRETE. o x J
CONCRETE SCREWS SHALL BE 4
POWERS TAPPER WITH PERMA-SEAL , ��.�'' �ypji
/\ \ \/�(1)#5 CONT. FINISH OR EQUAL. a`a e
6"MIN. (1)#4 CONT. \/\/ \/,
x GRADE //\\\8"CMU STEMWALL WITH(1)#4 @ STRAP SHALL BE COVERED WITH y �C�O•' -�C
HEIGHT OF CURB VARIES a _\1/ _ S' '• C� '
SILL SILL 1)#4 CONT. \ ° \\\\\\\48 O.C.AND IN EACH CORNER.
/ //// / /� SIDING OR STUCCO •.
PLATE CONCRETE SLAB N TE " o\\� \/�\\j` FILL CELL SOLID AT EACH#4
HEIGHT OF CURB VARIES 8 MAX. » ,. •
( ) REBAR.HOOK REBAR 16 INTO \ NOTE: _ L
: 79 _
' G D MIN. /\\\\j\\/\\/ PORCH SLAB AND 6 INTO \���/\//\\//\ THIS DETAIL MAY BE SUBSTITUTED F6R =� CONCRETE SLAB6FOOTING. EITHER THE PA51 STRAP(STEMWALL)\/GRAD /\\\\/\\/\\< OR(2)#5 CONT. THE STHD14 STRAP(MONOLITHIC). FLOYD .IP8b PE8"CMU STEMWALL WITH(1)#4 @ 48'O.C. oAND IN EACH CORNER. / / SECTION-PORCH STEMWALL DETAIL- EMBEDDED STRAP ALTERNATE �
\\ \\�\\ FILL CELL SOLID AT EACH#4 REBAR. / /\ \�/� L R
HOOK REBAR 12 INTO SLAB AND 6 INTO \� \\ SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 0
FOOTING. \ \�, ENGINEER FOR ADDITIONAL REQUIREMENTS.
6 T-0" ONE STORY- 2 #5 CONT.
ONE STORY-(2)#5 CONT. '
1'-4" TWO STORY-(2)#5 CONT. NOTE:
TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) 9
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SEC ION-MONOLITHIC AT EXTERIOR WALL SHOWER
NOT To BE DAMAGED DURING THE CUTTING PROCESS. r
SD-2 (TYPICALLY 1-4 HOURS IN WARM WEATHER)
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
CONCRETE SLAB 78
ENGINEER FOR ADDITIONAL REQUIREMENTS.
0
000 m
FILL CUT WITH 1"DEEP x Y8"WIDE SAW
ELASTOMERIC CUT AT DENOTED
/\A FILLER LOCATIONS.
GRAD (1)#5 CONT.
ETE SLAB
SILL CONCRETE SLAB �\j\\j�\//\�8"CMU STEMWALL WITH(1)#4 @ °
PLATE VCONCR48"O.C.AND IN EACH CORNER. a d m
- _ -�- _ q o-\ \�\ FILL CELL SOLID AT EACH#44—Ja °a °
d
" //j//j! _ ✓� \ ' \j/���/ REBAR.HOOK REBAR 16"INTO °
\ \ \ �\� \\ /\ //\ \//\//\/RADE
PORCH SLAB AND 6 INTO
\, ��/��/, i > °/ %% �; \���/ FOOTING.
CONCRETE SLAB
m
1'4" ONE STORY- 2 #5 CONT.
1'-0" (1)#5 CONT. 1'-8" (2)#5 CONT.
V-8" TWO STORY-(3)#5 CONT. C NT:
M SECTION-PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT ELITE CUSTOM HOMES AND
H SECTION-INTERIOR BEARING tl K SECTION-THICKENED EDGERENOVATIONS,INC.
SD 2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT sae
SD-2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJE 1
MARCO RESIDENCE
a
384 FIRST STREET
ji JOB NUMBER: COUNTY:
L
.0 15-0814 DUVAL
TREATED POST 9 SCALE:
BEARING POST(AS NOTED) o g" =1'-O"(U.O.N.) .
CURB HEIGHT VARIES
CONCRETE SLAB CONCRETE SLAB ABU_POST BASE WITH s
SILL PAVERS BY OTHERS �» DO NOT SCALE THIS DRAWING
PLATE CONCRETE SLAB 8 GALV.ANCHOR EMBEDDED RELEASE DATE:
a CURB HEIGHT VARIES
_ _ _ \ 12"(SET-XP ADHESIVE) 07-22-15
_.� _ REVISIONS:
� Lu \�\\\\\ 9 \ \\\ _ ° 1 09-08-15
s ° ! so,\\\/ a \ a 6\\�. i� / \ _ 8"TALL,12"SQUARE GROUTED
CMU OR CAST-IN-PLACE CONCRETE DRAWN BY:
X��\\,` PEDESTAL ON 24"X 24"X 12"PAD w DJM
21
AS NOTED REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 2-0" FOOTING WITH(2)#5 EACH WAY CHECKED BY: FSS
11-4" ONE STORY- 2 #5 CONT. gi TITLE:
1'-8" TWO STORY-(3)#5 CONT. FOUNDATION DETAILS
a SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2
J SECTION-BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING SD_2 sD-2 91 LZ
SHEET:
SD-2SD-2
SD-2
r
ROOF COVERING(BY OTHERS) ULSBERG
RAFTER AS NOTED
ON LAYOUT HENGINEERING, INC.
CEILING JOIST AS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
NOTED ON LAYOUT JACKSONVILLE,FL.32258
/1s"OR YK"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF " P:904.886.2 1 F:904.260.4367
DOUBLE PLATE CORNICE DETAIL '%2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF w jhulseng@bellsouth.net
NUT WITH 2"x 2"x l6"WASHER (BY OTHERS) '%2"RATED SHEATHING,EXPOSURE I-METAL ROOF a FLORIDA CA NUg67 25846
ALTERNATE:SIMPSON LBPS Y SLOTTED FASTEN WITH 0.113"x 2%"RING SHANK
NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. o ,�
WASHER WITH 1"WASHER. o
Y8'0 Q `N�giaN+��attMry�lk
THREADED ROD
NC+ y
GYPSUM BOARD 3 �,�+++ `•D +.�. ��� y�yy,�
SIMPSON a"0 x 6"TITEN HD OR SIMPSON$"0 x 6 4"TITEN HD ROD COUPLER 2x_No.2 SPF OR No.2 SYP \ HURRICANE ANCHOR AT EACH RAFTER(SEE •:• -��E /'•.•A �y
8"THREADED ROD SET IN ADHESIVE OR 8"THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH(2)0.131"x 3 Y" ROOF FRAMING NOTES)
WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1"WASHER ENDNAILS AT TRUSS(U.O.N.) MINIMUM 1 Y"BEARING AT SEAT CUT Np O %
WITH NUT&1"WASHER TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Y4"NAILS 107 ,1 .fit
r
NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. ; ST r
(U.O.N.) •�� f15' c
15 ••
(2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
.. � •
•., SIMPI3E
C DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
GYPSUM BOARD W CO WA
SD-3 0 ! N!N!!!/f�llllH
X16"RATED SHEATHING,EXPOSURE L „ ~
FASTEN WITH 0.131'x2 Y"NAILS @ 6"O.C.ON m
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
(U.O.N.)(BLOCK ALL EDGES) m
m
ROOF COVERING(BY OTHERS)
2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
3
RAFTER AS NOTED NUT WITH V CUT WASHER 0
ON LAYOUT 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
CEILING JOIST AS BOARD WITH 0.131"x 3 Y4"NAILS @ 6"O.C. a
NOTED ON LAYOUT `
z " �s 2Y2"RATED STURD-I-FLOOR(T&G)SHEATHING
s OR y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
CORNICE DETAIL is GLUED AND NAILED.FASTEN WITH 0.131"x 2 Y"RING
Viz"RATED PLYWOOD SHEATHING,EXPOSURE I TILE ROOF
(BY OTHERS) 6"O.C.ON EDGES AND 12-O.C.IN THE
is SHANK°�
Viz"RATED SHEATHING,EXPOSURE I-METAL ROOF FIELD.
FASTEN WITH 0.113"x 2 Ys"RING SHANK FLOOR JOIST(I-JOIST SHOWN,SAWN
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. JOIST SIMILAR-SEE SECTION"C"ON
-- ----- SD-4 FOR OPEN WEB TRUSS)
GYPSUM BOARD -
2x No.2 SPF OR No.2 SYP�\ _ HURRICANE ANCHOR T EACH RAFTER(SEE GYPSUM BOARD
ROOF FRAMING NOTE ) RIM BOARD
SUBFASCIA WITH(2)0.131"x 3 Y" MINIMUM 1 Y"BEARIN AT SEAT CUT
ENDNAILS AT TRUSS(U.O.N.) TOENAIL RAFTER TO ATE WITH(3)0.131"x 3 y"NAILS NAIL JOIST TO PLATE WITH(2)0.131"x 3 Y"TOENAILS
NAIL CEILING JOISTS T RAFTER WITH(4)0.131"x 3"NAILS. (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
a
a
(U.O.N.)
TOENAIL RIM BOARD TO PLATE WITH
s
(2)2x_SYP#2 DOUBLEPLATE(U.O.N.) 0.131"x 3 Y4"NAILS @ 8-O.C.
C NL
ELITE CUSTOM HOMES AND
APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLY SHEATHING HORIZONTALLY FOR STUCCO RENOVATIONS,INC.
APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 GYPSUM BOARD APPLICATIONS,EXCEPT THAT 7l 16"STRUCTURAL 1 THREADED COUPLING AS REQUIRED
RATED OR 15/32"RATED SHEATHING MAY BE RATED OR 15/32"RATED SHEATHING MAY BE GYPSUM BOARD PROJE . 7
INSTALLED VERTICALLY. 2x_SPF#2 STUDS @ 6"O.C.-U.O.N.(SEE WALL LAYOUT) INSTALLED VERTICALLY. � MARCO RESIDENCE
2x_SPF#2 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) 384 FIRST STREET
a
a
Ys"RATED SHEATHIN ,EXPOSURE I. %s"RATED SHEATHING,EXPOSURE I. t JOB NUMBER: COUNTY:
FASTEN WITH 0.131"x Y"NAILS @ 6-O.C.ON FASTEN WITH 0.131"x 2 Y"NAILS @ 6-O.C.ON 15-0914 DUVAL
NOTE: EDGES AND 12"O.C.0 INTERMEDIATE SUPPORTS. NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. SCALE:
SILL PLATES ON EXTERIOR WALLS SILL PLATES ON EXTERIOR WALLS (U.O.N.)(BLOCK ALL EDGES) 3 Y8" =V-0" U.O.N.
(U.O.N.)(BLOCK ALL EDGES) 0
SHALL BE ANCHORED BY THREADED SHALL BE ANCHORED BY THREADED E
RODS SUPPLEMENTED BY ADDITIONAL s DO NOT SCALE THIS DRAWING
RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSE ABLY AT RELEASE DATE:
ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE)ETAIL"C" ANCHOR BOLTS AS REQUIRED TO THREADED ROD ASSEMBLY AT z OT-ZZ-15
MAINTAIN MAXIMUM 48"O.C.SPACING THIS SHEET) MAINTAIN MAXIMUM 48"O.C.SPACING NOTED SPACING(SEE DETAIL"C"
(U.O.N.) (U.O.N.) THIS SHEET) REVISIONS:
2x TREATED SYP#2 ILL PLATE WITH ANCHORS
2x_TREATED SYP#2 SILL PLATE WITH ANCHORS t 1 00-08-15
INSET WALLY"FOR STUCCO (SEE DETAIL"C"THIS HEET) INSET WALL Y"FOR STUCCO (SEE DETAIL"C"THIS SHEET)
APPLICATIONS APPLICATIONS
`i DRAWN BY: DJM
L5
CHECKED BY:
75
FSS
TITLE:
FRAMING DETAILS
B SECTION-TYPICAL EXTERIOR TWO STORY WALL 91 SHEET 1 of 3
A SECTION-TYPICAL EXTERIOR ONE STORY WALL SD-3 d SHEET:
75
SD-3 SD-3
L
r
--SILL PLATE(BELOW) ULSBERG
2x CORNER FRAMING FULL
HEIGHT STUDS(TYPICAL) HENGINEERING, INC.
2 ROWS OF 0.131"x 3 X" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND NAILS 12-O.C. ci JACKSONVILLE,FL.32258
BOARD WITH 0.131"x 3 Y"NAILS @ 6-O.C. @ P:904.886.2401 F:904.260.4367
STAGGERED(TYPICAL) jhulseng@beusouth.net
w
BAND BOARD a FLORIDA C.A.NLWBER:25846
l
o �
2x6 OR 2x8 FRAMED WALL N i
SILL PLATE(BELOW) _��``` Q� S• S/ �'6
OPEN WEB TRUSS 2x4 CORNER FRAMING FULL HEIGHT STUDS a �{•�•'• L� E `•.�"'�QiZ
MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED ss�
SHEATHING CONTINUOUS FROM BAND BOARD s n/p,
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH WITH(4)0.131"x 3 NAILS TO EACH ADJACENT (SQ
STUD
EDGE NAILING REQUIREMENTS OF UPPER WALL
ALTERNATE:INSTALL SOLID STUD IN THIS zS�. �j- _
_ '�"E
TOENAIL TRUSS TO PLATE WITH SPACE s •� j DF
(2)0.131"x 3Ya"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD •.� � 09-0S8-11,5
DOUBLE PLATE(U.O.N.) (2)ROWS OF 0.131'x 3'/a"
NAILS @ 12"O.C.
2x4 FRAMED WALL I CO
C SECTION-TYPICAL OPEN WEB FLOOR TRUSS F J SECTION-TYPICAL FRAMING AT 90°CORNERS
m
SD 4D-4 SD 4 g
m
NAIL SCAB TO TOP CHORD WITH
(4)0.131"x 3%"NAILS
ROOF OR FLOOR FRAMING(AS NOTED) m
ADD 2x4 VERTICAL SCAB IN EACH
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED
UPLIFT CONNECTOR(AS NOTED) (3)0.131'04" NAILS TYPICAL AT (SEE CONNECTION SCHEDULE) 9
EACH TRUSS NR
2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF
0.131"x 3,y4'NAILS AT EACH END SHEARWALL
(END NAIL OR TOENAIL)
NAIL SCAB TO PLATE WITH(3)
0.131"x 3Y4'TOENAILS W
GYPSUM BOARD
TRUSS(AS NOTED)
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES
(2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
NAIL PORCH SHEATHING AS NOTED TOENAILED TO DOUBLE PLATE WITH
0.131"x 3 4'NAILS @ 4"O.C.
m
jE
EXTERIOR FRAMED WALL DOUBLE PLATE 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.
MINIMUM%s"RATED SHEATHING, (SEE WALL LAYOUT)
' EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) C NT:
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS ELITE CUSTOM HOMES AND
D GYPSUM BOARD £ RENOVATIONS,INC.
SD-4 D-4 SECTION ONLY APPLIES WHEN REFERENCED
9 PROJE 1
THREADED ROD ASSEMBLY(IF NOTED) W MARCO RESIDENCE
_ INTERIOR SHEARWALL(IF NOTED)SHALL 384 FIRST STREET
NAIL EACH END OF BLOCKING TO USE%s"RATED SHEATHING FASTENED � JOB NUMBER: COUNTY:
DUVAL
BOTTOM CHORDS WITH(3)0.131"x 3'/a° AS NOTED. $ SCALE:
TRUSS(AS NOTED) INSTALL 2x4 BLOCKING BETWEEN Y8" =1'-0"(U.O.N.)
2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. 2x_TREATED SYP#2 SILL PLATE WITH o
ANCHOR(SEE DETAIL"C"ON SHEET SD-3) s DO NOT SCALE THIS DRAWING
0.131"x 3 Y4"NAILS @ 6"O.C. ` RELEASE DATE:
_ BOTTOM CHORD OF TRUSS Z 07-22-15
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 2x_SPF#2 SOLE PLATE REVISIONS:
[777:0.131"x 31/a"NAILS WITH 0.131"x 3%"NAILS 09-08-15
@ 8"O.C.-U.O.N.
NAIL PORCH SHEATHING AS NOTED °�
DOUBLE PLATE _�`_ / DRAWN BY.
FLOOR BEAM(AS NOTED) DJM
EXTERIOR FRAMED WALL MINIMUM%s"RATED SHEATHING, CHECKED BY:
EXPOSURE I FASTEN AS NOTED FSS
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION TITLE:
' FRAMING DETAILS
m
E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL SHEET 2 of 3
SD-4 D 4 THIS SECTION ONLY APPLIES WHEN REFERENCED SD-4 SHEET:
SID
-4
L
J
r
TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE ULSBERG
(TYPICAL DOUBLE PLATE SPLICE) ( PLATE(U.O.N.)NAIL
JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOINT I UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER PLATES WITH 0.131"x 3" —
MINIMUM NAILING OF WITH 0.131"x 3 Y"NAILS @ 6-O.C.STAGGERED NAILS @ 8-O.C. STUD TO PLATE NAILING* ENGINEERING, INC.
(16)0.131"x 3"NAILS IN THIS ZONE. THREA ED ROD ASSEMBLY CENTERED (TYPICAL) TYPICAL STUD TO I
ON SPLI E IN PLATE OR THREADED ROD DOUBLE PLATE STAGGERED 11481 OLD ST.AUGUSTINE RD.,SUITE#202
8"MAX. 6"MAX. ASSEM LY WITHIN 12"ON EACH SIDE OF JACK STUD AND KING CONNECTION I TYPICAL FRAMING STUD SIZE END NAIL TOENAIL JACKSONVILLE,FL.32258
r JOINT. 6"MAX. STUD REQUIREMENTS AT CHANGE IN P:904.886.2401 F:904.260.4367
(SEE WALL LAYOUT I I PLATE HEIGHT 2x4 (2) (3) W jhulseng@bellsouth.net
—MSTA36 STRAP y FLORIDA C.A.NUMBER:25846
2x6 (3) (4}
II I I CENTERED ON g
II ( I I CHANGE IN 2x8 (4) (5) amu'ery,
II THREADED ROD ASSEMBLY WITHIN PLATE HEIGHT
II 6"OF SPLICE IN LOWER PLATE 2x10 (5) (6) %%10
II ALTERNATE:IF ROD IS GREATER l , 2x4 BLOCKING BETWEEN � . •.. .�•F•�/A_ r
NAIL EACH. TO JACK STUD STUDS TOENAIL * �( �,.u(�!
ALL NAILS NOTED ARE 0.131"x 3 y" •.
THAN 6"FROM SPLICE ADD OR ENDNAIL EACH END a NS •, z
WITH(3)0.131"x 3 Y"NAILS-TOENAIL
II SSP AT SPLICE. TO ADJACENT = m ° �f. L�
REND NAIL(TYPICAL ;i � z
II STUD WITH(3)0.131"x 3 X" ;'a �• ;O
C NAILS / 019,
2x_SPF#2 STUDS = Sr
II @ 16-O.C.(U.O.N.) •.–A..�
(SEE WALL LAYOUT) HEADER NAILING REQUIREMENTS`= '•� gg-15� �:
2x6 3 NAILS PER PLY ���• ''"� � Ir .��
DOUBLE SILL REQUIRED WHERE OPENING O �•
II WIDTH EXCEEDS 61" U.O.N.)
THREADED ROD 2x8 (4)NAILS PER PLY CO 4 tllllyy�''�,,
II I ASSEMBLY AT
II I NOTED SPACING 2x10 (5)NAILS PER PLY
JOINT IN SILL PLATE
2x_TREATED 2x12 (6)NAILS PER PLY o
II i SYP SILL PLATE
11 9Y"LVL (5)NAILS PER PLY
u u u u u u i u u n u u n u 7
a �� �� �� u u �� �� �� �� �� �� �� 11/e LVL (6)NAILS PER PLY
U
u u If If u u If If u u If If u
e
4"MIN.; ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE 14"LVL (7)NAILS PER PLY
THREADED ROD ASSEMBLY 12"MAX. (SEE DETAIL"C"ON SHEET SD-3) CONNECTION
(BEYOND) 16"LVL (8)NAILS PER PLY
BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST(WHEN NOTED ON WALL LAYOUT)
(SEE DETAIL"C"ON SHEET SD-3) NAIL EACH PLY WITH 0.131"x 3 Ya"
NAILS @ 6"O.C.STAGGERED o
L DETAIL-TYPICAL WALL FRAMING CONDITIONS
SD-S
3
e
12"MAX. AL
°
a
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v
INSTALL MSTA24 STRAP
INSTALL DSP CLIP @ 32"O.C. LOOPED OVER DOUBLEPLATE.NAIL TO CRIPPLE ON
MAXIMUM SPACING (U.O.N.) I I I EACH SIDE WITH(6)
C NT:
.131"x 1 Y"NAILS. ELITE CUSTOM HOMES AND
DOUBLE PLATE RENOVATIONS,INC.
STRAP CRIPPLE
JACKS AND KING STUDS I I E PROJE
(AS NOTED) TO HEADER WITH $ MARCO RESIDENCE
LSTA18 STRAP
HEADER(AS NOTED) 384 FIRST STREET
a
2x_BLOCKING(TYPICAL) z JOB NUMBER: COUNTY:
DUVAL
(3)0.131"x3X4"TOENAILS AT EACH E0 ____ _______________ SCALE:
(TYPICAL) THREADED --T---T---Ti---Ti---7F_ --T---T---Ti---Ti---Tr--- THREADED %" =1'-0"(U.O.N.).
NAIL EACH SILL PLY TO KING STUD I i i I I I I I I I I I I I I I I I I I
ROD ASSEMBLY ROD ASSEMBLY
I I I I I I I I I I I I I I I I I I I I( I I I E DO NOT SCALE THIS DRAWING
WITH(3)3 0.131"x 3'/a"NAILS-TOENAI I I I I I I I i
` RELEASE DATE:
OR ENDNAIL TYPICAL NOTE: 1 1 I I I I z
(TYPICAL) I II II II II II I ( I II II II II II I I NOTE: � 07-22-15
BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 THREADED ROD ASSEMBLY ( i i THREADED ROD ASSEMBLY REVISIONS:
''/z"NAIL PENETRATION INTO MAIN FRAMING NOT REQUIRED AT GARAGE I I I I I 1 1 I I I NOT REQUIRED AT GARAGE 1 09-08-15
DOOR OPENINGS(U.O.N.) I I I I I I I I DOOR OPENINGS(U.O.N.)
MEMBERS.(TYPICAL) -
DRAWN BY:
(2)2x_SILL II 11 II II II II DJM
uIf
SHEATHING MAY CANTILEVER UP TO 2" ��ANCHOR AS REQUIRED ANCHOR AS REQUIRED CHECKED BY: FSS
MAXIMUM PAST SUPPORTS.ALL WINDOW
ATTACHMENTS MUST BE ANCHORS INTO 2x_ FLUSH HEADER CONDITION DROPPED HEADER CONDITION TITLE:
FRAMING DETAILS
MEMBERS. m
W
SHEET 3 of 3
M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS SHEET:
SD-SSD-5 SD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
L J
END VERTICAL BRACING REQUIREMEN S LAST TRUSS IN ROW REQUIRING BRACING ULSBERG
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS
BRITTLE FINISH FLEXIBLE FINISH
2x4 BLOCKING-TOENAIL OR ENDNAIL ENGINEERING, INC.
„ EACH END TO ADJACENT TRUSS WITHX/—NAIL
RATED ROOF SHEATHING 11481 OLD ST.AUGUSTINE RD.,SUITE#202
BRACING 16"O.C. 24"O.C. 1 "O.C• 24 O.C. (3)NAILS m JACKSONVILLE,FL.32258
NONE REQUIRED 0"TO 53" 0" 0 67" " DIAGONAL BRACE TO INTERMEDIATE P:904.886,2401 F:904.260.4367
0 TO 47" 0 TO 59" WEBS WITH 2 NAILS jhulseng@bellsouth.net
SHEATHING � � O w j ulseng@bellsouth.net
2x4 L-BRACE 54"TO 114" 48"TO 99" 68" 0145" 60"TO 126" 2x4 SPF No.2 DIAGONAL.BRACE FLORIgA C.A.NUMBER:25846
ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF o 1 ��N��t����awp►�ui�
2x6 L-BRACE 115"TO 182" 100"TO 158" 1 146 TO 232" 127"TO 201" I BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE: NAIL DIAGONAL BRACE TO TRUSS �,� �••t ".sr
I I TO REPLACE(1)ROW OF LATERAL BRACING ""•• .. /fes
BRITTLE FINISHES ARE STUCCO ORADHERED VENEER i l
FLEXIBLE FINISHES ARE WOOD SIDIN HARDI-PANEL, I I
INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS �' •.'� l.► E/,/ y�
BRICK VENEER ETC.
I I EACH PLY OF TRUSS WEB AT 6"O.C.WITH CONTINUOUS LATERAL BRACE(QUANTITY I Q
TED ROOF SHEATHING <-'> I I <''� 0.131"x 3"NAILS TO REPLACE(2)ROWS OF h ? 0 Jr
a LI , AND LOCATION DEFINED BY TRUSS SHOP = c 479 Z -
U ` .. • • L
a —L-BRACE NAILED TO I I LATERALBRACING INSTALL 2x6 No.2 SYP , > DRAWING.)
ERTICAL WEB WITH I'I T-BRACE NAILED TO EACH PLY OF TRUSS
NAIL CONTINUOUS LATERAL BRACE TO I'
3: .131"x 3"NAILS @ 6"O.C. - ---- I ------ WEB WITH 0.131"x 3"NAILS @ 6"O.C. A� S
EACH TRUSS WEB WITH(2)NAILS 3 ;!` , O� •. r
L.0 VERTICAL= ND TRUSS EB IN GABLE - ---- -------i--- I ROOF TRUSSES(BY OTHERS) t���Q,R r•�p. •'
a At � SC�.,,
_LOOKOUTS AT 48"O.C. (3)TRUSSES M IMUM NOTES:
LATERAL BRACES SHALL BE 1x4 '� 1�j11��C0 as 9�,1 rE
w NOTE: FOR CONTINU S LATERAL BR CE Co ENTS:
> " = No.3 SYP OR 2x4 No.2 SPF OR BETTER U.O.N.
16 OR 24 O.C. T-BRACING TO BE USED WHEN CONTINUOUS (U.O.N.)
0 SPACING(SEE TABLE LATERAL BRACING IS IMPRACTICAL. 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS
e
(U.O.N.)
A DETAIL-TYPICALVERTICAL BRACING AT GABLE END
B SECTION-TYPICAL T-BRACE C DETAIL-TYPICAL LATERAL TRUSS BRACING
SD-6 SD-6
a
2x4 SYP BLOCKING BETWEEN (3)0.1-31"x 3Ya"TOENAILS T
LOOKOUTS H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 Ya"NAILS AT EACH LOOKOUT TO NUT&3"x 3"x a"WASHER
2x4 LOOKOUT 3 @ 48"0.C.FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.)
EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH t
OVERHANG 2x4 BLOCKING
BE NAILED TO BOTTOM CHORD 12"LONG 2x_SCAB(MATCH BOTTOM CHORD)WITH%" o
OF TRUSS WITH / ROOF SHEAT ING(AS NOTED) (3)0.131"x 3�"NAILS EACH END REQUIRED BETWEEN SPACERS-NAIL w/(3)0.131"x 3"NAILS
ROOF SHEATHING(AS NOTED) LOOKOUTS o
0.131 x 2/ NAILS @ 6"O.C. ® BOTTOM CHORD OF GABLE END TRUSS
(U.O.N.ON WALL LAYOUT) _ 2x—BARGE RAFTER
BALLOON FRAMED STUDS THREADED ROD ASSEMBLY
(AS NOTED) I I \ ( I I I FASCIA(BY OTHERS)
SINGLE PLAT NAIL TO TRUSS
I SECTION A-A 2x4 LOOKOUTS @ 48"O.C.
BOTTOM CHO DWITH 0.131"x 3 Ya" I I � I I I 2x4 LOOKOUTS @ 48"O.C. a
NAILS @ 6"0. I I FOR OVERHANG
H3 CLIP OR EQUAL AT EACH H2.5A AT EACH LOOKOUT
II II II II LOOKOUT N
I I
I GABLE END TRUSS(DROP GABLE)
ROOF SHEATHING(AS NOTED)
2x6 BRACE SPACED @ 48"O.C. C NT:
UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END ELITE CUSTOM HOMES AND
D DETAIL-BALLOON FRAMED GABLE END LOW CEILING V ULT I I I I I I ON ROOF LAYOUT. TRUSS i RENOVATIONS,INC.
so
-6W1 CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTE IOR ROOF PITCH I I I I I I �� ADD 2x4 T-BRACE NAILED @ 6"O.C. VERTICAL WEB OF GABLE END PROJE
I ( I I WITH 0.131"x 2%"NAILS IF BRACE TRUSS MARCO RESIDENCE
H2.5A AT EACH LOOKOUT I LENGTH EXCEEDS 9'-0". o 384 FIRST STREET
2x4 LOOKOUT @ 48"O.C.FOR I I ( I( 4j I NUT&3"x 3"x Y"WASHER
OVERHANG r JOB NUMBER: COUNTY:
��
/
A SCALE:
ROOF SHEATH NG(AS NOTED) 12"LONG SCAB 1�N _1'-0"(U.O.N.)
2x4 SYP BLOC ING BETWEEN / (MATCH BOTTOM CHORD) 1
LOOKOUTS _ �� WITH�"SPACERS DO NOT SCALE THIS DRAWING
BALLOON FRA ED STUDS \ z RELEASE DATE:
07-22-15
(AS NOTED) ' SEE DETAIL"G"ON SD-6 REVISIONS:
ll�
DOUBLE PLAT GBC CLIP-(2)REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE t 09-08-15
GYPSUM BOARD CEILING END TRUSS
INTERIOR VAULT TOENAIL BOTTOM CHORD OF
EXTERIOR SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITHw DRAWN BY: DJM
(2)2x—DOUBLE PLATE
NAILED TO UP ER PLY OF \ 0.131 x 3 NAILS @ 8 O.C. THREADED ROD ASSEMBLY
-S CHECKED BY:
DOUBLE PLAT WITH 2x4 DRYWALL BACKING INSTALLED NOTE: _ FSS
0.131"x 2Y"NA LS @ 6-O.C. CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE#2 SYP. 2x_STUDS = TITLE:L
(U.O.N.ON WA L LAYOUT) TRUSS BRACING AND
—� — — GABLE DETAILS
E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING V ULT F SECTION-GABLE END DIAGONAL BRACING G SECTION-PLATFORM FRAMED GABLE END SHEET:
SD-6 INTERIOR CEILING PITCH EXCEEDS X2 OF EXTERIOR ROOF PITC sD-s THREADED ROD NOT SHOWN FOR CLARITY sD-s o SD
—6
L J
r
INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE ULSBERG
NOTE: PLATE
ATTACH DOUBLE PLATE TO STUD PER -- ENGINEERING, INC.
DETAIL"G"ON SD-7 ALTERNATE:MSTA24 STRAP LOOPED OVER 11481 OLD ST.AUGUSTINE RD.,SUITE#202
_ — JACKSONVILLE,FL.32258
EXTERIOR BEAM(AS NOTED) DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS P:904.886.2401 F;.904.260.4367
UPPER LEVEL STUD INTO EACH SIDE OF STUD jhuiseng@q*Bsouth.net
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CS16 STRAP(CUT TO LENGTH}FROM UPPER DOUBLE PLATE UPPER LEVEL STUD FL, C.A'NUMBER:25846
STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). NOTCH BEAM AS REQUIRED TO CS16 STRAP(CUT TO LENGTH)FROM UPPER o r
NAIL INTO UPPER STUD WITH(11)10d AND NAIL STUD TO HEADER BELOW @ 32-O.C.(U.O.N.). o
FIT BENEATH DOUBLE PLATE m
/ 1 INTO BEAM WITH(11)10d NAILS. , NAIL INTO UPPER STUD WITH(11)10d AND NAIL
BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE / INTO HEADER WITH(11)10d NAILS.
BEAM BEARS ON(2)2x_JACKS 1
BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE
10
BEAM CONDITION: I NAILING NOT REQUIRED BETWEEN UPPER SILL fFf S�:T�%s
PLATE AND LOWER DOUBLE PLATE. (, ;Q
(NOTCHED BEAM) t $ S
BEAM(AS NOTED) FLOOR SYSTEM(AS NOTED) , t 0,91 ;Z E
A DETAIL-UPPER LEVEL STUD OVER BEAM BEGIN NAILING 1"MINIMUM BELOW DOUBLE X15 ?• '
SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED PLATES••' � SIMP PE
•• ' �
/ DOUBLE PLATE
NAIL SHEATHING TO DOUBLE PLATE WITHccnn``
a CO
MONOLITHIC FOUNDATION-EXTERIOR (NAL SHEOWS ATHING NG ALO G BOTTOM 0 HEADER 3-O.C.
LOWER LEVEL HEADER(AS NOTED)
Y8-x 8"TITEN HD SCREW ANCHOR
or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR
m
or Y8"THREADED ROD SET 4,Y2-INTO ADHESIVE SPH_@ 32-O.C. G DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW
EXTERIOR BEAM(AS NOTED) E
STEMWALL FOUNDATION-EXTERIORSD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
Y2"THREADED ROD SET 7"INTO ADHESIVE DOUBLE PLATE
BEAM INSTALLED BENEATH DOUBLE PLATE r
E
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal Connector Fastening Sc![eduie
USE MONOLITHIC CONDITION CONDITION: 2 Simpson ID USP ID Uplift Capacity(lbs) Fasteners Anchorage U.O.N.
A35 MPA1 nfa (12)0 131"x 1/z n1a
(DROPPED BEAM) ABLJ44-Z PAU44-TZ 2200(SYP) (12)0 162"x 2'/z"or(12)0 162"x 3'h' 5f8"w/7'embed
ABU66-Z PAU66-TZ 2300(SYP) (12)0 162"x 2Yz"or(12)0 162"x 3'/2" 518"w/7'embed
B DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION CSRS 1705(SYP SPF) (11)0.148"x 3"ieach end-(22)total We
DSPP RSPT6-2 775(SYP orr SPF) (8)0.148"x 11V into studs n1a
SD-7 (6)0.148"x 1'/2'into double plate
SD-7 (USP DTB-TZ SIMILAR) DTr2z DTB-TZ 2145(SYP)1835(SPF) (8)%"x 1 Y�"SDS '/V w!4%'embed(mono)and 7'embed(stem
GBC HC620 n/a (5)0.131"x 1'h"into gable brace nla
(7)0.131"x TV into double plate
MONOLITHIC FOUNDATION-EXTERIOR H2 5A Na:use RT7 600(SYP) (5)0 131"x 2'/2'in each end-(10)total We
1 " ; H2.5T Na:use RT7 545(SYP or SPF► (5)0.131"x 1Yz'in each end-(10)total n!a
x 12"TITEN HD SCREW ANCHOR ALTERNATE ANCHOR: H3 RT3A 455(SY P) (4)0 131"x 2%'in each end-(8)total n
Or Y8"THREADED ROD SET 7"INTO ADHESIVE ` " 1� H6 LFTA6 950(SY P)820(SPF) (8)0 131"x 2'/2•in each end-(16)total n/a
.,� Y"X 6"TITEN HD H8 RT8A 745(SYP) (5)0 148"x 1Yz'in each end-(10)total We
STEMWALL FOUNDATION-EXTERIOR E� XTERIOR BEAM (MECHANICALLY GALVANIZED) HDo8 Na:use UPHD8 7630(SYP)5495(SPF) (20)'/,"x 3"SDS 718"w/15"embed(SET epoxy only)
5 " (AS NOTED) WITH 2"X Ye"WASHER HDU5 PHD5 5645(SYP)4065(SRF) (14)1/4"x 2V SIDS 518"w!7'embed(mono)and 12'embed[stem
fs THREADED ROD SET 12 INTO ADHESIVE HDI-18 PHD6 6970(SYP)5020(SPF) (20)r. x 3'SDS 718"w!15"embed(SET epoxy only)
H6 CLIP FROM HETA16 HTA16 1810(SYP) (10)0.148"x 11/2" 4"embed
INTERIOR APPLICATIONS- POST TO BEAM HTS20,HTS24 or HTS30 HTW20,HTVV24 or HTW30 1450(SYP)1245(SRF) (10)0.148"x 3"in each end-(20)total n/a C NT:
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND HITSM16 orHTSM20 HTWM16 or HTWM20 1175(SYP) (8)0 148"x 3'into wood nfa m ELITE CUSTOM HOMES AND
(4) 4''x 2'l."Titan into CMU H RENOVATIONS INC.
1 " " NAIL AS SHOWN- 5 (4)Y."x 1'!."Titan into concrete '
x 12 TITEN HD SCREW ANCHOR O HTT4 1-17T4 4235(SYP) 3640(SPF) (18)0 162"x 2Yz" 518"w/7'embed(mono)and 12'embed(stem r pROJE 1
or Y8"x 8"TITEN HD SCREW ANCHOR 0.131"x 3%"NAILS PER PLY H71-5 HTT5 5090(SYP) 4375(SPF) (26)0.162"x 2Yz" 518"w/7'embed(mono)and 12'embed(stem
or Y8"THREADED ROD SET 6"INTO ADHESIVE LTP4 MP4F Na (12)0 131"x 1Yz" n/a s MARCO RESIDENCE
PT POST(AS NOTED) LSTA18 LSTA18 1235(SYP)1110(SPF) (7)0 148"x 3"in each end-(14)total n/a 384 FIRST STREET
� DETAIL-TYPICAL HTT5 INSTALLATION LTS12 LTH6
12 775{SYP)665(SPF) (6]0 148"x 3'in each end-(12)total n/a
H6 CLIP FROM POST MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3'in each end-(18)total n!ar JOB NUMBER: COUNTY:
SD-7 (USP PHD5 SIMILAR) TO BEAM MSTAM24 MSTAM24 1500(SYP or SPF) (9)0 148'x 3'into wood nla
PT POST(AS NOTED) (5)'i.'`x 2Y. Tten into CMU $ SCALE:
(5)Y4"x 1'"Titan into concrete 3 I" =1'-0"(U.O.N.
EXTERIOR BEAM ABU POST BASE MSTA3o MsrA3o 2050(SYP)1820(SPF) (11}0.148"x 3"in each end-[22)totat n1a E 8
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (AS NOTED) MSTA36 M STA36 2050(SYP or SPF) (13)0 148"x 3"in each end-(26)total n1a 8 DO NOT SCALE THIS DRAWING
MSTAM36 MSTAM36 1870(SYP or SPF) (13)0,148"x 3"into wood n1a H RELEASE DATE:
Z8"THREADED ROD SET 15"INTO ADHESIVE %"THREADED ROD (8)Y."x 2'/. Tten into CMU a 07-22-15
PLAN VIEW AT TOP OF POST o WITH NUT SET IN (s)irs''x 131.'Tten into concrete
• ` REVISIONS:
STEMWALL FOUNDATION-EXTERIOR ; .o t ADHESIVE MTS12 or MTS20 MTW 12 or MTW20 1000(SYP)860(SPF) (7)0.148'x 3'in each end-(14)total n/a 1 09-08-15
MTSM 16 or MTSM20 HTWM 16 or HTWM20 860(SYP) (7)0 148'x 3'into wood We
%"THREADED ROD SET 15"INTO ADHESIVE --- (7"EMBEDMENT) (4)Y."x 2'1"Titan into CMU
° i i ° (4)..%."x 1%"Titen into concrete.. _ _.....
INTERIOR APPLICATIONS- \ °a i I ° PA51 TA51 3685(SYP or SPF) (21)0.162"x 2Yz„or(21)0.162"x 3Yh" 4"embed DRAWN BY:
11 SPH4 or SPH6 SPTH4 or SPTH /26 680(SYP)585(SPF) (12)0 148"x 1n/a W DJM
IF EDGE DISTANCE EXCEEDS 5"USE \ a a 'n / ,
7 " " \ ° I ° a SSP RSPT6 350[SYP or SPF) {4)0.148'x 1 h into studs nfa =
-g CHECKED BY:
/8 THREADED ROD SET 8 INTO ADHESIVE (3)0.148"x 11/2"into double plate FSS
° I I STHD14 STAD14 4430(SYP or SPF) (38)0.148"x 3 Y.' 14"embed =
I i..
.• .a � _ - � � TITLE:
Notes METAL CONNECTOR
SIDE VIEW AT BASE OF POST 1 All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O N) m
DETAILS
D DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 2.MonSYP_Southern Pine:ccoSPF-temSpruce-Pine-Fir
masonry
3.Mono=monolithic concrete;stem=masonry stemwall orbond beam � SHEET:
75
SD-7 (USP PHD6 SIMILAR) SD-7 4 Anchorage refers to threaded anchors with noted diameters and embedment depths S
SD
7
N
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TRUSS ULSBERG
PSS P��P-��pN
�N 2ON�
HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
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,,,4uIseng@bqilgouth.net
® OPTIMAL 221/20 a FLO DA C.A.AUMBER:25846
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TRUSS BEARING ON
TYPICAL SDWC SCREW
"A"ON SD-7a OR EDGE GRAIN m •.•�'�QY
"B"ON SD-7a SDWC SCREW IS ! •,• •.•• g
ACCEPTABLE
%"MAX. a$ r s ''•
' r0. ' ••0
BEARING WALL = o ;• T .g) Zz
a
TRUSS TO TOP PLATE SHOWN - TA
(RAFTER TO TOP PLATE SIMILAR)
SDWC15600 EDGE GRAIN BEARING CONDITION A;� TqT 09-08-15
NOTE: ; <1 FLDYQCSIMPdN,*
UTILIZE METAL INSTALLATION GUIDE TOOL •.O PE No a 91
PROVIDED BY MANUFACTURER. TRUSS x � ���....••,N��•�`,
A DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATIO ,m �,,,,a
SD-7a (TRUSS ALIGNED WITH STUD)
0
0 ;
o ;
o g
o
e
.Q
`o
E
R
C
0
ONLY CLIPS ARE ALLOWED TRUSS BEARING ON
WITH THIS CONDITION END GRAIN
v®® (NO SDWC SCREWS) (EXTENDED VERTICAL)
o ®® SDWC SCREW IS NOT
p QOp OQp OgQO
p0 0 0o v®mo ACCEPTABLE m
p ovopoQ e�
BEARING WALL
a
R
END GRAIN BEARING CONDITION y
m
TRUSS TO TOP PLATE SHOWN D
(RAFTER TO TOP PLATE SIMILAR) DETAIL-SDWC AT EDGE I END GRAIN CONDITIONS m
�
SD-7a
1"MIN MIN
SDWC15600 ®=DO NOT INSTALL SDWC IN
HATCHED AREA
-STANDARD SDWC ROOF TO WALL INSTALLATIO
B NO INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK ELITE CUSTOM HOMES AND
DETAILSD-7a TRUSS OFFSET FROM STUD INTO THE DOUBLE PLATE(±8"). RENOVATIONS,INC.INc
( ) PROJE
2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO 2 MARCO RESIDENCE
A WOOD MEMBER. 384 FIRST STREET
TRUSS(RAFTER SIMILAR)
JOB NUMBER: COUNTY:
3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. 15-0914 DUVAL
INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE SCALE:
%"MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF E g" =1'-O"(U.O.N.)
(WITH OR WITHOUT A PLATE SPLICE) 31•• s
E DO NOT SCALE THIS DRAWING
2 RELEASE DATE:
4. TYPICAL HURRICANE CLIPS PER TRUSS CONNECTOR SCHEDULE SHALL 2 07-22-15
REVISIONS:
BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW m os os�5
INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE
INSTALLING CLIPS.
OFFSET"FROM DRAWN BY:
SPLICE MAY w DJM
TOP PLATE BE IN UPPEF 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED.
SPLICE FOR FULL CHECKED BY:
VALUES OR LOWER FSS
PLATE 9 TITLE:
m
SIMPSON SDWC TRUSS
ANCHOR SYSTEM
� DETAIL-SDWC MINIMUM EDGE DISTANCE El
SD-7a SHEET:
SD-7a
L
r
ULSBERG
DOUBLE PLATE 11HENGMERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258-
P:904.886.2401 F:904.260,4367
w
jhulseng@belsouth.r*t
m
FLORIDA C .NUMB :25846
E
/
p --,
HEADER(AS NOTED)MAYBE RAISED TO BOTTOM S
m ��t�••..••••,`
OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT
TOP OF OPENING WITH RAISED HEADER. T, ,
i
s O _
.x'079 Z-
FASTEN SHEATHING TO HEADERg-
0 0 • S.�ry 1' r
IN 3"GRID PATTERN AND FASTEN :•cti 15; *s
SHEATHING TO ALL FRAMING @ 3"O.C. ° ° (2)MSTA30 STRAPS s W 0 oe-�FLOYD S.SI N,P
USE 0.131"x 2%"NAILS AT ALL LOCATIONS(U.O.N.) NOTE:° `
° SHEATHING ONLY SHOWN FOR - �
NARROW WALL SECTION.
° REMAINING SHEATHING NOT
FASTEN PLATE TO HEADER ° ° ° SHOWN FOR CLARITY. `
W/(2)ROWS OF 0.131"x 3 Y4"@ 3"O.C. O O
MINIMUM(3)STUDS
w
MINIMUM(3)STUDS E
m
O O o ° m
° 0 0
m
MINIMUM16" O O °
RATED SHEATHING
O O o 0 a
a
c
NAIL BLOCKING TOGETHER °
W/(3)EVENLY SPACED
0.131"x3%" ° ° m
F
STHD14 EMBEDDED STRAP °
O O a
(OR HTT5 IF NOTED) °
°
C NT:
° ° 0 i ELITE CUSTOM HOMES AND
Y8"EPDXIED ANCHOR BOLT RENOVATIONS,INC.
W/(7)MIN.EMBEDMENT W/ ° ° STHD14 EMBEDDED STRAP
° ° 77777=— 1
(OR HTT5 IF NOTED) PROJE
MINIMUM 2"x 2"x%6" 0 $ MARCO RESIDENCE
PLATE WASHER ° ° 0 384 FIRST STREET
° ° 0/0 2 JOB NUMBER: t COUNTY:
° 9 SCALE:
CONCRETE FOOTING %" =1'-0"(U.O.N.)
PER FOUNDATION PLAN E
4 a I a $� DO NOT SCALE THIS DRAWING
L) 4 RELEASE DATE:
07-22-15
a REVISIONS:
° 1 09 08 15
Q L
° d
4
c
° DRAWN BY:
a
w DJM
CHECKED BY:
_ FSS
TITLE.-
APA
ITLE:APA WALL DETAIL
A DETAIL-NARROW WALL METHOD DETAIL
LI
W
SD 8 SHEET:
N SD-8
J