1618 ATLANTIC BEACH DR - STRU DRAWINGS GENERAL NOTES:
DESIGN SPECIFICATIONS:
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 BL 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 ENGINEERING, INC.
Code, Residential,and the Florida Building Code,Existing Building(as applica fle). 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, H
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of 7"'to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258
DESIGN CRITERIA:
P:9040W,,01 F:904.260.4367
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. #I
conformance with all requirements of the authorities having jurisdiction over this type r7ftwWng.com
Wind Design Method ASCE 7-10 of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and 6
Basic Wind Speed: 130 mph E
NIS
Building Risk Category: 11 other deleterious material.Structural fill shall be compacted to a density of at least 10
B(Enclosed Structure) 3. The contractor is responsible for the means and methods�)f construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1 557).Termite protection
Wind'Exposure:
contractor's sole responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatment
Building Classification: Residential 791
bracing as to insure the safety of the building and its component parts dL!ring is used,the treatment shall be done after all excavation,backfilling,and compaction
Building Type: Type V Construction
Wind-Borne Debris: NOT located in the wind-borne debris region construction. is completed. E
OF
r the 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 .0
Unless otherwise noted,project site considerations shall be the responsibility o 0 % 1 �
0 commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density P1
wner�arvdlor contractor. Examples of such items include, but shall not be I mi ed to, Q
�Ietermination of grade elevations,drainage features,and special requirementE (ASTM D1 557)for a depth of at least two feet(2'-0")below the bottom of the footing. *S411110%
5. The contractor shall supply,locate,and build into the work all inserts,ani�hors,angles,
associated with FEMA flood hazard and/or DEP zones.
&
plates,openings,sleeves, hangers,slab depressions.or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement:
required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth 06-21-17
DESIGN DEAD LOADS:
2" Concrete exposed to earth or weather FLOYD S.SIMPSON,PE
6. All details and sections shown on the structural drawings are intended to be typical 1 1/2"Concrete not exposed to earth or weather FL PE No.50791
Floors: and shall be construed to apply to any similar situation elsewhere in the work except COMMENTS:
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or
wood subfiocring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following -9
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer st all be minimum lengths:
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. Tht:wntractor #4 bars: 21"minimum
shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum
drawings and any drawings prepared by others prior to commencing wo4-&
Roofs: #6 bars: 32"minimum
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
8. It is the owner's and/or contractor's responsibility to obtain a soils exploriflon report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
Concrete or Clay Tile: 15 psf The design of the project structure assumes an allowable soil �'earing capacity of
Refer to Architectural Plans for Roof Covering System
2000 psf. The Engineer shall be notified if soil conditions encou.itered,d,ffer from the 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil(;ompacticn reinforcing steel.Support items which bear on exposed concrete surfaces shall have
specified in the soils report shall be followed unless more stringeni recvjireinents are ends which are plastic tipped or stainless steel.
specified in these plans.
F;oors:
Exterior Balconies: 40 psf MASONRY:
Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 lb point load) General:
1. All concrete work shall be in accordance with"Building Cooe Requ-ements for
Garages: 50 psf(or 2000 lb point load)
All Other Areas: 40 r)sf Structural Concrete,"ACI 318-11,and"Specification Tor Structural Concrete,"ACI 301 1. All masonry work shall be in accordance with"Building Code Requirements for
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures, ACI
Attics: 2. All concrete shall have the following minimum compressive strength At 28 days: 530.1-11
Slabs on grade,footings,and misc.concrete: fc=250ODsi
Without Storage: 10 PSI
With Limited Storage: 20 psf Structural slabs,walls, beams and columns: fC7,io0opsi Z Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
Designated radon zones only-all concrete: fc=3000psi
With Storage: 30 psf(fixed stair access) 2000 psi per ASTM C1 019.Grout shall be mixed to provide a slump between 8"to 11
31 Cement shall conform to"Specification for Portland Cement"kA,7,TM C!50) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used 3
Roofs:
Less than 4:12 slope: 20 psf in brick veneer.
4.12 slope or greater: '16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTIM C33) CLIENT:
4. The contractor shall be responsible for the design and installation of all flashing. RIVERSIDE HOMES
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil. acids,alkalis,salts,organic
material or other substances that are deleterious to concrete or steel rein"orcement. Concrete Masonry(CMU): PROJECT:
Walls: 157 ATLANTIC BEACH C.C.
Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 4C unless otherwi�ie noteo on the 1. Concrete masonry units(CM U)shall be ASTM C90-1 16,Hollow Load-Bearing 2
2
Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Detaiis and Detailing of Concrete Masonry Units, normal weight,with a minimum compressive strength of (WEST INDIES-C)
Wind loads with flexible finishes: L/120 or L/180* Concrete Reinforcement,"ACI 315,unless detailed othervAse on the structural 1900 psi(f m=1500 psi). JOB NUMBER:17.,,.,,, I'OUNTY:DUVAL
L/1 80 for exterior walls with interior gypsum board finish. drawings. 8 SCALE
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following I
L )/8"=V-0"(U.O.N.)
7. Tolerances for foundation and slab aligrimprit as well as placement of reinforcement minimum lengths: E'
Live Load: L/480* shall be in accordance with"Standard Tolerances for Concrete Construction and E DO NOT SCALE THIS DRAWING
#4 bars: 20"minimum
Tota!Load: L/240*
RELEASE DATE:
Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum OFFICE COPY a
Increased floor stiffness may be required by floor covering manufacturer 06-21-17
#6 bars: 30"minimum REVISIONS:
Roofs:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 6-0"maximum lifts.
Total Load: L/180
4. Provide cleanouts per AC[AW44N*t-the-bottern.�co masonry when the wall DRAWN BY:
05-01 CIVIF
height exceeds 6-0". CHECKED BY:
A/5 A COMM /M FSS
V7 1 JB
5. Beam reinforcement shall be continuous across ints. TITLE:
m
GENERAL NOTES
111NOW0112Y BOA S11WH3d 33S SHEET 1 of 2
SHEET: S
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30MUN03 3003 HOA 03MMAN R
46-13"
8'-5-2" 8'-5"' ULSBERG
T-10" 2 4'-7"
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11481 OLD ST.AUGUSTINE RD.,SUITE#202
F — — -- — — — — t JACKSONVILLE,FL,32258
op P:904.886.2401 F:904.260.4367
10 www.HulsbergEngineedng.com
24"x 24"x 12*PAD FOOTING 4
FLORIDA C.A.NURER.25-846
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RIVERSIDE HOMES
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PROJECT:
157 ATLANTIC BEACH C.C.
Z (WEST INDIES-C)
D
I JOB NUMBER: ICOUNTY:
NSD-1�#' CJ SUGGESTED CONTROL JOINT 17-0951 DUVAL
Ci— LOCATIONS(SEE DETAIL-T-ON SD-2) SCALE:
l'-O"(U.O.N.)
67' 4'-10" 21
C, DO NOT SCALE THIS DRAWING
DENOTES TWO STORY
RELEASE DATE:
FOOTING CONDITION
06-21-17
REVISIONS:
2
24"x 24"x 12"PAD FOOTING--_
I—F —F —L CONTRACTOR SHALL VERIFY ALL DIMENSIONS
WITH(2)#5 EACH WAY
EMBEDDE STRAP AT AN PRIOR
(TYPICAL) USING FINAL APPROVED FLOOR PL DRAWN BY:
SEE DETAIL"E"ON SD-1 TO CONSTRUCTION
GARAGE DOOR OPENING CMF
SEE DQAI�'f'ON SD-i CHECKED BY:
0� MJB FSS
cn TITLE:
L::-, - - - - -4ri FOUNDATION PLAN
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4-3 4'-0" j 5'-�"
-"2 7-7' 8'-3" 8'4' 2'-7r"
C,
45'-0" 4 SHEET:
FOUNDATION PLAN
S-3
[:FU:L::L:H:E1GHT WALL SHEATHIN:q7] NOTES: ULSBERG
ENGINEERING, INC.
D-7 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE H
CONT.(3)SPANS --NOTE: 11481 OLD ST.AUGUSTINE RD.,SUITE#202
EACH REAR POST SHALL BE TREATED JACKSONVILLE,FL.32258
r(2)ME HEADER CONSTRUCTED WITH2x6SPF No.2 STUDS @ 16"O.C.
_�W-3 2J 2K =(2)2_x 12 P O-R—C W= 4x4 POST ON ABU44-Z POST BASE FOR PLATE HEIGHTS UP TO 1i-U.O.N. P:904.886.2401 F:904.260,4367
BEAM(TYPICAL) STRAP POST TO EACH BEAM ABOVE www.HulsbergE;djineedng.com
1� 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE FLORIDA C,A.NUMBER:25846
WITH(1)H6-Z CLIP OR(1)MSTA24-Z
TYPICAL ALL POSTS- CONSTRUCTED WITH2x4SPF No.2 STUDS @ 16"O.C.
MIN.
SEE DETAIL"l ON SHEET SD-7
FOR PLATE HEIGHTS UP TO 10'-1)/8"-I.I.O.N. SIA4p&'
NOTE: o
(3)2x10 HEADER
(E THIS OPEN PORCH CEILING OF AID c)
I�SD-V7 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS
��3K —S)L-3--t REQUIRES A MINIMl SHEATHING 'BRITTLE"(STUCCO)-I.I.O.N.NOTIFY ENGINEER s,
FASTEN WITH 6d COM OR BOX OF ANY VARIATIONS r
ri
NAILS AT 6"O.C.ON EDGES
140
AND 12"O.C.IN THE FIELD
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POST(MIN.)
3)1 Y4"x 11)/4" (2)1 Y4"x 9,y4"LVL
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SHEARWALL LEGEND:
...........
NON-BEARING WALL
............
.......... BEARING WALL
. ... .......... .... J: I
2x6 FRAMEl
WALl
SW-6
SOLID BUILT-UP 5)2x6 BUILT-UP SHEARWALLS FASTENED WITH
CORNER - - - - - - - POST(MIN.) 8d COM(0.131"x 2Y2")NAILS @
TYPICAL ALL 6"O.C.ON EDGES AND 12"O.C.
EXTERIOR WINDOW AND ON INTERMEDIATE SUPPORTS
DOOR OPENINGS . .......... SW-3
SHEARWALLS FASTENED WITH
W-L 8d COM(0.13
NAILS @
1"x 2 Y2'
3"O.C.ON EDGES AND 12"O.C.
7
ON INTERMEDIATE SUPPORTS
CLIENT:
7
BUll
(3)2x4 .,(2)2x6 BUILT-UP/ ....... SHEATH BOTH SIDES OF WALL RIVERSIDE HOMES
PO 3T(MIN.) POST(Ml AT INDICATED SHEARWALL
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND f PROJECT:
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 157 ATLANTIC BEACH C.C.
DETAILS"A"&"B"ON SHEET SD-3-Ll (WEST INDIES-C)
�,2) )ACKS
ICOUNTY:
MIN. WOOD FRAMED HEADER LEGENU:
GARAGE DOOR NOTES 17-0951 DUVAL
1. INSTALL(j)MSTA30 STRAP AT EACH END SIZE SCALE: V-0"(l
oil
OF HEADER
—sm OF GARAGE DOOR HEADER.NAIL STRAP
(2)2x6 HEADER DO NOT SCALE THIS DRAWING
J INTO HEADER AND JACKS BELOW (2)2x
C&J 2K HEA RELEASE DATE: 06-21-17
i K
l 2. EMBEDDED STRAP AT EACH END OF GARAGE I ;� — —
REVISIONS:
EACH FRONT POST SHALL BE TREATED DOOR OPENING SEE DETAIL'l ON Sl TITY 01 ANTITY
(2)2xl 2 PORCH QUAN TV r1i IA
44 POST ON ABU44-Z POST BASE OFJACKS OF KING STUDS
STRAP POST TO EACH BEAM ABOVE _jiL_BEAM_1TYPtCw Aiii �11_ — 3. 8'GARAGE DOOR SHALL BE RATED FOR A
WITH(1)Hl CLIP OR(f)MSTA24-Z ii Z DRAWN BY:
MINIMUM DESIGN PRESSURE OF 18.5 psf± i T
TYPICAL ALL POSTS- NOTE: CIVIF
CHECKED BY
SEE DETAIL"l SHEET Sl ALL WOOD FRAMED LOAD BEARING HEADERS
:f Ill FSS
NOTE: SHALL BE MINIMUM(2)2x6 No.2 OR BETTER TITLE:
THIS OPEN PORCH CEILING �EN-T SYP.ALL EXTERIOR HEADERS SHALL BE WALL LAYOUT
(2)2x12 HEADER (2)2x12 HEADER
2J 2K INSTALLED WITH MINIMUM(2)JACKS AND
REQUIRES A MINIMl SHEATHING FIRST FLOOR
FASTEN WITH 6d COM OR BOX (1)KING STUD AT EACH HEADER.ALL INTERIOR w
�5 SHEET:
NAILS AT l ON EDGES WALL LAYOUT-FIRST FLOOR LOAD BEARING HEADERS SHALL BE INSTALLED e
AND 12"O.C.IN THE FIELD WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.)
S-4
EIGHT WALL SHEATHING NOTES:
ENGINEERING, INC.
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6
11481 OLD ST.AUGUSTINE RD.,SUITE#202
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y8'-U.O.N. JACKSONVILLE,FL.32258
7� P:904.886,2401 F:904.260.4367
www.HulsbergEngineering.com
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 13
77 FLORIDA C.A.NUMBER:27846
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9--1 Y8"-U.O.N.
4%
3) E srmp�9
THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N.
..... 0 %
NOTIFY ENGINEER OF ANY VARIATIONS,
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THREADED ROD LEGEND: o
OUBLE PLATE. 791
Y,"THREADED ROD FROM PE
FOUNDATION TO D
(4-MINIMUM EMBEDMENT REQUIRED)
COM�
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SSP TOP&BOTTOM @ 32-O.C. FOUNDATION TO UPPER
AND Y4"x 4Y2"SIDS SCREWS INTO FLOOR DOUBLE PLATE,
EACH INTERSECTING TRUSS BELOW (4"MINIMUM EMBEDMENT REQUIRED)
HOLDOWN(AS NOTED)
..... INSTALLED AT SILL PLATE
SHEARWALL LEGEND:
C-5 o,
0=
C-4 1 ..........
.......... NON-BEARING WALL
C,4 Z
co
BEARING WALL
....... ui 0
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POST(MIN.) SW-6
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N
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0
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TYPIC a_ <01
............. U) SHEARWALLS FASTENED WITH
EXTERIOR WINDOW AND 0
DOOR OPENINGS 2)2x6 BUILT-UP U- 8d COM(0.131 x 2)/2")NAILS @
,AL ALLI
)W AND
NINGS
3"D.C.ON EDGES AND 12"O.C.
:1 APOST(MIN.)
ON INTERMEDIATE SUPPORTS
2� CLIENT:
SSP TOP&BOTTOM @ 32"O.C.
SHEATH BOTH SIDES OF WALL RIVERSIDE HOMES
AND X"x 4/2"SIDS SCREWS
AT INDICATED SHEARWALL
INTO EACH INTERSECTING
PROJECT:
......... TRUSS BE W NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 157 ATLANTIC BEACH C.C.
Z (WEST INDIES-C)
DETAILS"A"&"B"ON SHEET SD-3-U.O.N.
WOOD FRAMED HEADER LEGEND: JOB NUMBER: COUNTY:
17-0951 DUVAL
SIZE SCALE:
V-0"(U.O.N.)
OF HEADER
E
DO NOT SCALE THIS DRAWING
(2)
:2x—HEADER RELEASE DATE:
"SSP TOP&BOTTOM @ 32"O.C. a
06-21-17
—�K
ANDY4"x 4 Y2"SIDS SCREWS REVISIONS:
INTO FLOOR TRUSS BELOW _��QUANTITY
QUANTITYJ'
El El El @ 32"O.C� OFJACKS OF KING STUDS
DRAM BY: CMF
NOTE:
ALL WOOD FRAMED LOAD BEARING HEADERS CHECKED BY:
MjB/FSS
SHALL BE MINIMUM(2)2X6 No.2 OR BETTER 2 TITLE:
SYP.ALL EXTERIOR HEADERS SHALL BE WAILILLAYOUT
INSTALLED WITH MINIMUM(2)JACKS AND SECOND FLOOR
WALL LAYOUT-SECOND FLOOR (1)KING STUD AT EACH HEADER.ALL INTERIOR
LOAD BEARING HEADERS SHALL BE INSTALLED SHEET:
WITH MINIMUM(1)JACK AND(1)KING STUD.(U,O.N.) S-6
' HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
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SIMPSON,PE
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GABLE BRACE LOCATIONS NOTE: ComqENT&
SEE DETAIL"F"ON SD-6 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR
SIDE OF THE WALL
T-O" TO" s
TRUSS CONNECTOR SCHEDULE
TRUSS ID LEFT INTERMEDIATE RIGHT
KQl
mol HTS24 HTS24
H01
ALL OTHER TRUSSES H2.5T OR H2.5T OR H2.5T OR
SDWC 15600 SDWC 15600 SDWC 15600
ini NOTE:
. ........... 1)ALL TRUSS CONNECTORS ARE BASED ON
--HTS24 AT 71 UPLIFTS COMPUTED BY ENGINEER OF RECORD
TRUSS
....... UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
....... 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
SA ......
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
-------------- �HTS24 AT
CONTRACTOR
. .. .. TRUSS
7�
.......... u 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
p CLIENT:
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
.... .. RIVERSIDE HOMES
APPROVAL OF THE ENGINEER OF RECORD
cl
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE PROJECT:
157 ATLANTIC BEACH C.C.
INTERIOR SIDE OF WALL
(WEST IN
H01 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS JOB NUMBER: COUNTY:
17-0951 DUVAL
—i SCALE:
V-10"(U.O.N.)
E
E
DO NOT SCALE THIS DRAWING
RELEASE DATE:
—P0 06-21-17
GABLE BRACE LOCATIONS REVISIONS:
SEE DETAIL"F"ONSD-6
El Ll
.25 DRAWN BY:
CMF
CHECKED BY
MJB/FSS
L TITLE:
UPPER ROOF LAYOUT
UPPER ROOF LAYOUT SHEET:
S-8
BRICK VENEER WITH 1"AIR SPACE ULSBERG
AND WALL TIES BRICK VENEER WITH 1"AIR
(1)#5 CONT. < HENGINEERING, INC.
SPACE AND WALL TIES 2E
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 cli
HEIGHT OF CURB VARIES(8" JACKSONVILLE,FL.32258
C 21 P:904.886.2401,,F904,260.4367
GROUT AIR SPACE BELOW FLASHING x WEEP HOLES @ 33-O.C. ONCRETE SLAB MAX.)
SILL PLATE < 6"MIN. 21 ww
�E GROUT AIR SPACE BELOW w.Hulsber?tr�ineedng.com
CONCRETE SLAB
F SHING GRADE--- CONCRETE SLAB FLORIDA C.A.NUMBER:25846
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8' U STEMWALL WITH(1)#4 @ 48"O.C. 'V
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0 V-0" ONE STORY-(2)#5 CONT.
HOOK REBAR 12"INTO SLAB AND 6"INT
6
T-4" TWO STORY-(2)#5 CONT. se
FOOTING.
5 6'
ONE STORY�#5 CONT. pt� 0
V-8" _ONES�j#5 CONT. V-5" ONE STORY-(3)#5 CONT. 1 0
1,-8,, TWO STORY-(3)#5 CONT.
11-81, TWO STORY-(3)#5 CONT. STORY-(3)#5 COW.
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SECTION-STEMWALL WITH BRICK KD� SECTI
rA SECTION-MONOLITHIC WITH BRICK ON-S"'EMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE E No.50791
'\ID�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CO�l
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
CONCRETE SLAB
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CONCRETE SLAB 3ILL—
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PLATE CONCRETE SLAB
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GRADE--� GRADE-\
#5 CONT.
1)#5 CONT. t
X� C)
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. =0
H CORNER.
AND IN EA 2
777\�\
D 8"x 16'CMU TO INSIDE OF A I
STEMWALL AT POST LOCATION 17, 77 N;',
FILL CELL SOLID AT EACH#4 REBAR.
WITH(1)#4 VERTICAL IN EACH
AR 12"INTO SLAB AND 6"INTO
H
FOOTING.
ONE STORY-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
TWO YT_0RY-(2)#5CONT. NOTED REINFORCEMENT(AS NOTED)
_2���ITY-(2)#5 CONT.
TWO STORY-(3)45MONT.
B SECTION-STEMWALL SECT ON-MONOLITHIC (E-� SECTION--PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE
\,�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl 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) CLIENT:
AND WALL TIES RIVERSIDE HOMES
CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO
@ 33"O.C. BRICK VENEER WITH 1"AIR SPACE GARAGE DOOR POST.
< PROJECT:
AND WALL TIES U) PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING
GROUT AIRSPACE BELOW FLASHING -j P-
DOOR POST.BEND STRAP INTO 157 ATLANTIC BEACH C.C.
x < C/) AS SHOWN.
= u-
(1)#5 CONT. CONT.FLASHING;PROVIDE WEEP 20
FOOTING AS SHOWN. (WEST INDIES-C)
SILL PLATE HOLES @ 33"O.C. 0 < ICOUNTY:
0 LL1 12 JOB NUMBER:
N. -t3 x af
FILL JOINT WITH ELASTOMERIC 6"MI GROUT AIR SPACE BELOW FLASHING U) 7-1
LER < Q� F_ I —SCALE:
Ln
2 si HEI H CURB VARIES(8"MAX.) -*- m Y8" V-0"
LL 0
DLATE #4 WITH 6"HOOK INTO FOOTING <
CONCRETE SLAB z
L & ��//I/�\�/ // Z�__—— —
�R
G1 ADE_
w RELEASE DATE:
GRADE- CONCRETE SLAB THICKENED EDGE.
N -21-17
06
F
- _/ � 11 -1 � �GRADE
x F
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. z. z REVISIONS:
AND IN EACH CORNER.
;0
FILL CELL SOLID AT EACH#4 REBAR.
'/�GRADE
-777t
2 DRAWN BY:
HOOK REBAR 12"INTO UPPER COURSE
OF BLOCKS AND 6"INTO FOOTING. cm
V-5' ONE STORY-(3)#5 CONT.
CHECKED BY:
6
17-9- STORY-(3)#5 CONT. NOTE: MJB FSS
T-8" ONE STORY-(2)#5 CONT. 6"
REINFORCEMENT IS NOT REQUIRE TITLE:
TWO STORY-(3)#5 CONT. FOUNDATION DETAILS
TO PASS THROUGH SLOTS IN STRAP.
SHEET 1 of 2
7 SECTION-STEMWALL AT GARAGE WITH BRICK SECT�ON-MONOLITHIC AT GARAGE WITH BRICK K-F DETAIL-PA51 INSTALLATION (STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC) 6
'� -2 SHEET:
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT '\ID�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1
'/16"OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS)
ly32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES ULSBERG
ly32"RATED SHEATHING,EXPOSURE I-METAL ROOF HENGINEERING, MC.
FASTEN WITH 0.113"x 2?/8'RING SHANK 11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAILS @ 6"O.C,ON EDGES AND INTERMEDIATE SUPPORTS. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
CONNECTOR AT EACH TRUSS '21
"_wHulsberg�igineeringmm
(SEE TRUSS CONNECTION SCHEDULE) 25846
NOTE:
9 $1
CORNICE DETAIL '.4
TRUSS TO WALL CONNECTION
HARDWARE MUST BE INSTALLED N S'j�
(BY OTHERS)
ON THE EXTERIOR SIDE OF THE
A
J
WALL 1
2x No.2 SPF OR No.2 SYP GYPSUM BOARD
c
SUBFASCIA WITH(2)0.131 i'x 3 Y4'
ENDNAILS AT TRUSS(I.I.O.N.) (2)2x SYP#2 DOUBLE PLATE(U.O.N.)
cic
oil
WALL SHEATHING SHALL EXTEND TO TOP OF
&
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
BE NAILED @ TC.C.TO THE TOP PLATE OF THE
DOUBLE PLATE(NAILING MAY ALSO BE MAN
fil PE
STAGGERED ACROSS BOTH PLATES) FL PE No.50791
COMMENTS:
SEE DETAIL 7"ON SD4 FOR BETWEEN FLOOR
ROOF COVERING(BY OTHERS) FCONNECTIONS 2.
/16'OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM E
ly32"RAT 1 ED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES BOARD WITH 0.131"x 3y4"NAILS @ 6"O.C. 2 X32"RATED STURD-I-FLOOR(T&G)SHEATHING
Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF GLUED AND NAILED.FASTEN WITH 0.131"x 2Y2" E
FASTEN WITH 0.113-x 2 Y8"RING SHANK RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN 2-
NAILS @ 6-O.0 ON EDGES AND INTERMEDIATE SUPPORTS. THE FIELD.
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE) Y8"CLEARANCE BETWEEN PANELS
BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
NOTE: SIMILAR-SEE SECTION C'ON SD-4 FOR OPEN =0
0
CORNICE DETAIL
TRUSS TO WALL CONNECTION WEB TRUSS)
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE
GYPSUM BOARD
WALL GYPSUM BOARD
2x No.2 SPF OR No.2 SYP
NAIL JOIST TO PLATE WITH(2)0.131"x 3Y4'
SUBFASCIA WITH�2)0.131"x 3 Y4' (2)2x—SYP#2 DOUBLE PLATE(U.O.N,) TOENAILS
ENDNAILS AT RUSS(U.0 N.)
(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
WALL SHEATHING SHALL EXTEND TO TOP OF
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
BE NAILED @ TC.C.TO THE TOP PLATE OF THE RIM BOARD(LSL OR LVQ
'Y32'FULL LENGTH RATED SHEATHING,EXPOSURE 1. DOUBLE PLATE(NAILING MAY ALSO BE ly32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. g CLIENT:
FASTEN WITH 8d COM OR 0.131'x 2 Y2" NAILS @ 6"O.C.ON STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x 2;/2' NAILS @ 6"O.C.ON RIVERSIDE HOMES
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. GYPSUM BOARD
(U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES)
2x SPF#2 STUDS@ 16"O.C.-U.O.N. PROJECT:
2x SPF#2 STUDS@ 16"O.C.-U.O.N. 157 ATLANTIC BEACH C.C.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT)
(WEST INDIES-C)
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
APPLICATIONS,EXCEPT THAT 7/16'STRUCTURAL I
RATED OR 15/32"RATED SHEATHING MAY BE 2 JOB NUMBER: COUNTY
RATED OR 15/32"RATED SHEATHING MAY BE
INSTALLED VERTICALLY. INSTALLED VERTICALLY. SCALE: 17-n9sl DUVAL
8
2 Y8"= V-0"(U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
INSET WALL/2'FOR STUCCO APPLICATIONS INSET WALLY2"FOR STUCCO APPLICATIONS
06-21-17
REVISIONS:
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE- 2x TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x—TREATED SYP#2 SILL PLATE WITH
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON Y8"0 x 6"TITEN HD IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.
SIMPSON Y8"0 x 6'TITEN HID
(OR TITEN HID ROD COUPLER) (OR TITEN HID ROD COUPLER) 2 DRAWN BY:
a CMF
.4 TH 3"x T'xX"WASHER @ 24"O.C.
WITH 3"x T'xX"WASHER @ 24"O.C. wl
CHECKED BY:
MJB/FSS
TITLE
FRAMING DETAILS
SHEET I of 3
SECTION. TYPICAL EXTERIOR ONE STORY WALL rB SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET:
�-3 �-3
SD-3
SHEATHING SILL PLATE(BELOW)
_2x—CORNER FRAMING FULL ULSBERG
HEIGHT STUDS(TYPICAL) ENGfNEERfNG, fNC.
H
FIELD NAILING
",�—(2)ROWS OF 0,131 JACKSONVILLE,FL.32258
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND
SHEATHING EXTENDS DOWN ONTO NAILS @ 12"O.C. P:904.886.2401 F:904.260.4367
4 2�f
11481 OLD ST.AUGUSTINE RD.,SUITE 202
x 3Y4
BOARD WITH 0.131'x 3Y'NAILS @ 6"O.C. RIM BOARD MINIMUM 6" STAGGERED(TYPICAL) www,HulsbergErrgineering.com
TO ALLOW FOR NAILING Vff:25846
—EDGE NAILING AT SOLE PLATE
0
-RIM BOARD
2x—BAND BOARD PER TRUSS MANUFACTURER 2x6 OR W FRAMED WALL
SILL PLATE(BELOW)
C> Y8'CLEARANCE 13ETWEEN PANELS
i .
x
BETWEEN FLOORS �2)ROWS 0.131"x MY'NAILS 2x4 CORNER FRAMING FULL HEIGHT STUDS
TAGGERED @ 6'O,C.REQUIRED
2 IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
Y32"RATED SHEATHING RIM BOARD- -so
�Z
NAIL TO TRUSSES WITH(6)0.131'x MY NAILS. WITH(4)0.131"x 3Y4'NAILS TO EACH ADJACENT
MINAV SPACE BETWEEN PANELS STUD To !Z7 !i�l Alc
SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS % PL
TOENAIL TRUSS TO PLATE WITH SPACE
PLATE MINIMUM 6"TO ALLOW FOR
(2)0.131"x 3)/4"NAILS NAILING 2x4 CORNER FRAMING FULL HEIGHT STUD si
F IMPSON,PE
DOUBLE PLATE(U.O.N.) EDGE NAILING AT DOUBLE PLATE
_—(2)ROWS OF 0.131"x 34' FL PE No.50791
NAILS @ 12-O.C.
2A FRAMED W L OMMENTS:
�c SECTION-TYPICAL OPEN WEB FLOOR TRUSS 7--� DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS SECTION-TYPICAL FRAMING AT 900 CORNERS
A
NAIL SCAB TO TOP CHORD WITH
METAL CONNECTOR REQUIRED METAL CONNECTOR
(4)0.131"x 3Y4'NAILS (SEE CONNECTION SCHEDULE) NOT REQUIRED
ADD 2x4 VERTICAL SCAB IN EACH
TRUSS IF NO WEB IS PRESENT
3 0.131"x3/4' NAILSTYPICALAT
UPLIFT CONNECTOR(AS NOTED)
�MH TRUSS DOUBLE PLATE -\\_DOUBLE PLATE
2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF
0.131'x 3Y4"NAILS AT EACH END SHEARWALL 2x SPF#2 STUDS @ 16"O.C.
(END NAIL OR TOENAIL) 2x SPF#2 STUDS @ 16"O.C.
NAIL SCAB TO PLATE WITH(3) CONCRETE 1 Od CU I NAIL
THREADED ROD ASSEMBLY OR
"x 3'"TAPCON
0.131�x 3 Y4'TOENAILS X/" QUICK-TIE AT NOTED SPACING @ 24"O.C.OR
TRUSS(AS NOTED) SCREW @ 32"O.C.
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES 2x TREATED SYP#2 2x TREATED SYP#2
TOENAILED TO DOUBLE PLATE WITH SILL PLATE SILL PLATE
NAIL PORCH SHEATHING AS NOTED 0.131"x 3/4"NAILS @ 4"O.C.
EXTERIOR FRAMED WALL DOUBLE PLATE
UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR
-MINIMUM Y16"RATED SHEATHING, ROOF WITH UPLIFT RELEASED
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) p CLIENT:
I RIVERSIDE HOMES
SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS -G METAL CONNECTOR OR (AS NOTED)
\\�4 �SD-4 BLOCKING REQUIRED & PROJECT:
SECTION ONLY APPLIES WHEN REFERENCED (AS NOTED) SIMPSON SDWC 15600 SCREW 157 ATLANTIC BEACH C.C.
@ 32"O.C.-U.O.N.
(WEST INDIES-C)
JOB NUMBER: IOINTY:DLIVAL
'—DOUBLE PLATE
NAIL EACH END OF BLOCKING TO DOUBLE PLATE - 1741_ij
TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131"x MY' 2x SPF#2 STUDS @ 16"0. 8 SCALE:
C.
INSTALL 2x4 BLOCKING BETWEEN Y8"= l'-O" (I.I.O.N.)
2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS.@ 12"O.C. SHEATHING(AS NOTED) DO NOT SCALE THIS DRAWING
SIMPSON SDWC 15450 SCREW
2x SPF#2 STUDS@ 16"O.C. @ 32"O.C.-U.O.N. RELEASE DATE
0.131"x 3 X"NAI LS @ 6"O.C. BOTTOM CHORD OF TRUSS 06-21-17
ANCHO BOLTS AT NOTED
E -----NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 2x TREATED SYP#2 REVISIONS:
0.131"x 3 X"NAI LS SPACING(48"D.C.MAXIMUM) SILL PLATE
2x TREATED SYP#2 —ANCHOR BOLTS AT NOTED
NAIL PORCH SHEATHING AS NOTED ILL PLATE SPACING(32"D.C.MAXIMUM) DRAWN BY:
—DOUBLE PLATE CMF
I fl. , ,
EXTERIOR FRAMED WALL 11 y
RATED SHEATHING, CHECKED BY:
MINIMUM Y16
EXPOSURE I FASTEN AS NOTED MjB/FSS
ON WALL LAYOUT(BLOCK ALL EDGES) SHEARWALL UPLIFT(ROOF)-SCREWS TITLE:
FRAMING DETAILS
SHEET 2 of 3
SECTION-EXTERIOR WALL PARALLEL TO TRUSS 'H� SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS (7� SECTION-INTERIOR WALL CONDITIONS(BEARING AND/OR SHEARWALL)
THIS SECTION ONLY APPLIES WHEN REFERENCED SHEET:
-4
SID
END VERTICAL BRACING REQUIREMENTS /—IAIT TRUSS IN ROW REQUIRING BRACING
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG
BRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL RATED ROOF SHEATHING HENGINEERING, INC.
EACH END TO ADJACENT TRUSS WITH 11481 OLD ST.AUGUSTINE RD.,SUITE#202
BRACING 16"O.C. 24"O.C� 16"C.C. 24"O.C,
(3)NAILS
NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL.32258
P:904.886.2401 F:994,260.4367
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TC 67" 0"TO 59"
Xi —ROOF SHEATHING WEBS WITH(2)NAILS
2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TC 145" 60"TO 126" 2x4 SPF No.2 DIAGONAL BRACE
ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF
146"TO 232"
2x6 L-BRACE 1115"TO 182" 100�TO 159- 127"TO 201" CONTINUOUS LATERAL BRACING)
BRACE(IF REQUIRED) 6si�97�
�N,
NOTE: NAIL DIAGONAL BRACE TO TRUSS
0.19
BRITTLE FINISHES ARE STUCCO OR ADF ERED VENEER ______�TO REPLACE(1)ROW OF LATERAL BRACING
i 1.1 - ItAo-
INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL,
CONTINUOUS LATERAL BRACE(QUANTITY
EACH PLY OF TRUSS WEB AT 6"O.C.WITH Cc
BRICK VENEER,ETC. _>
0.131"x 3"NAI LS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP
RA rED ROOF SHEATHING L4j
< N
-BRACE NAILED TO LATERALBRACING INSTALL 2x6 No.2 SYP
2x L DRAWING.) �z
VE RTICAL WEB WITH T-BRACE NAILED TO EACH PLY OF TRUSS
(,- '9 4 *-,� PL -
----------- WEB WITH 0.131"x 3"NAILS @ 6"O.C. /NAIL CONTINUOUS LATERAL BRACE TO ;p
0.1 31"x 3"NAILS @ 6"O.C. '00
EACH TRUSS WEB WITH(2)NAILS PA
0 M
w VE TICAL WEB IN GABLE -----------
x, I I I �ROOF TRUSSES(BY OTHERS)
EN TRUSS i i I - - 1-17
<, NOTES: 3
0, FLOYD S.SIMPSON,PE
2x LOOKOUTS AT 48"O,C (3)TRUSSES MtIMUM
1) CONTINUOUS LATERAL BRACES SHALL FL PE No.50791
LLJ NOTE: S LATERAL BRACE
>: i BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR rOMMtNTS:
1 R 24"0. T-BRACING TO BE USED WHEN CONTINUOUS
z G(SEE TABLE), LATERAL BRACING IS IMPRACTICAL. BETTER(U.O.N.)
w 2) ALL NAI LS SHOWN SHALL BE 0.131"x 3"
NAILS(LI.O.N.)
SPACIN
SEC
B TION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING
DETAIL-TYPICAL VERTICAL BRACING AT GABLE END �D6 �-6
2x4 SYP BLOCKING BETWEEN H2.5A AT EACH LOOKOUT NOTE: NAIL BRACE TO BLOCKING WITH(5)0.131'x 3Y4'NAILS
LOOKOUTS 2x4 LOOKO TS @ 48-O.C.FOR ALL MEMBERS SHALL BE#2:S�YP. (3)0.131"x 34'TOENAILS AT EACH LOOKOUT
EXTERIOR SHEATHING SHALL OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH TO TOP CHORD OF TRUSS.
BE NAILED TO BOTTOM CHORD ROOF SHEATHING(AS NOTED) (3)0.131'x 34'NAILS EACH END
OF TRUSS WITH 2x4 BLOCKING REQUIRED BETWEEN
77
,—ROOF SHEATHING(AS NOTED LOOKOUTS
p
0.131"x 2 1/Z NAI LS @ 6"O.C. X/z __J�
(U.O.N.ON WALL LAYOUT) 2x BARGE RAFTER
BALLOON FRAMED STUDS
(AS NOTED' FASCIA(BY OTHERS)
SINGLE PLATE NAIL TO TRUSS
2x4 LOOKOUTS @ 48"O.C.
BOTTOM CH ORDWITH 0.131 x 3 Y4'
NAILS @ 6-O.C.
H3 CLIP OR EQUAL AT EACH
x
LOOKOUT
0' GABLE END TRUSS(DROP GABLE)
2x6 BRACE SPACED @ 48"O.C.UNLESS 9 CLIENT:
OTHERWISE NOTED ON ROOF LAYOUT. A RIVERSIDE HOMES
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAL LT)
ADD 2x4 T-BRACE NAILED @ 6"O.C.
PROJECT:
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN X2 OF EXTERIOR ROOF PITCH WITH 0.131"x 2/2"NAILS IF BRACE
t 157 ATLANTIC BEACH C.C.
LENGTH EXCEEDS 9'-0
H2.5A AT E-ACH LOOKOUT
(WEST INDIES-C)
---2x4 LOOKOUTS @ 48"O.C.FOR
JOB NUMBER: 7.,,,.l ICOUNTY
OVERHANG
SCALE:
-ROOF SHEATHING(AS NOTED) V-0"(U.O.N.)
2x4 SYP BLOCKING BETWEEN
DO NOT SCALE THIS DRAWING
LOOKOU"S
v; RELEASE DATE:
-�,-___BALLOO� FRAMED STUDS 06-21-17
(AS NOTE D) '---LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. REVISIONS:
"—DOUBLE )LATE GBC CL EQUIRED AT EACH BRACE
j IP-(2) GYPSUM BOARD CEILING
INTERIOF�VAULT L BOTTOM CHORD OF
TOENAl
EXTERIOR SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITH DRAWN BY: CMF
131"04'NAILS@ 8"O.C.
NAILED TD UPPER PLY OF CHECKED BY:
DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED :f MjB FSS
0.131"x MY NAI LS @ 6"0.C. CONTINUOUSLY BETWEEN BRACES TITLE:
-YOUT) TRUSS BRACING AND GABLE
(U.O.N.ON WALL LA
DETAILS
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAULT) SECTION-GABLE END DIAGONAL BRACING SHEET:
�-6 INTERIOR CEILING PITCH EXCEEDSX2 OF EXTERIOR ROOF PITCH �-6
SD-6
Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
2-ply beams with(3)rows of 0.131"x3 nails @ 12"o.c. ULSBERG
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 nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design HENGINEERING, fNC.
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. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL:
P:904.886.2401 F:904.260.4367
vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall www.HulsbergEngineering.com
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
FLORIDA C.A,$JIMBER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). 11"JiJ"1141,
a.Welded Connections: AWS D1.1
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi) E NOS. P& %
0.
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS &
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi)
SOFFITS (pso
Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) i-A-1i
-
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or
4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used for ASTM A53(Py=35 ksi) AREA OF OPENING EDGE STRIP(6) INTERIOR ZONE (4)
cc
supporting brick veneer over openings. This angle will not be required for arched
Pos Neg Pos Neg
e�Of L.Q
windows where brick is self-supporting. If the length of the opening exceeds 6'-0"the 2. All structural steel connections and fabrications shall comply with AISC specifications.
x 3"lag screws @ 12"
8 %
the steel angle shall be attached to the wood framing with Y 0 to 20 sf 18.3 -24.5 18.3 -19.8
3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
O.C.or Simpson X"x 3"SIDS screws @ 12"o.c. 20.1 to 50 sf 17.5 -22.8 17.5 -19.1
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50,1 to 100 sf 16.4 -20.6 16.4 -18.0 N,PE
o.50791
shall not be used. 100.1 to 200 sf 15.5 -19.1, 15.51 -17.1 commikxts:
1. All wood framing has been designed in accordance with"National Design Specificatio. 200.1 to 500 sf 14.7 -17.4 14.7 -16.3
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n.
Soffit Design Pressure 1 18.3 -24.51 18.31 -19.8
Base Design Pressure 15.50 GCpi ±0.18
2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning".
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by
the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
surfaces exposed and visible to the exterior of the structure. TYPICAL EDGE STRIP(5)
3. All wood members exposed to weather or in contact with masonry,concrete or soil a=43
shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish.
T Y PICAL INTERIOR ZONE(4)
4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS:
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50.
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
United Steel Products(USP), or Engineer approved equal.
5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for
Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
F1 554,Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer.
3. All metal connectors and hardware which are exposed to the exterior or in contact
7� The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
registered Engineer's sea]for approval.Design notes shall include the rated load ASTM Al 53,Class C,or ASTM B695,Class 50.
Capacity of the truss to truss connectors,and the manufacturer's license to fabricate
trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
fabrication and installation drawings showing size,shape and layout. i
Florida Product Approval)and installed according to the manufacturers ristructions.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor
CLIENT
8., Jobsite handling and erection,including temporary bracing,during installation of adhesive.
trusses shall comply with TPI/WTCA BCSI 1. RIVERSIDE HOMES
ROOF COVERING:
fastene( .. . ..... ... PROJECT
9. All prefabricated wood trusses subjected to uplift conditions shall be securely
to their supporting walls or beams with metal connectors as noted in the Truss 1 The contractor shall be responsible for the design and installation of the roof covering
157 ATLANTIC BEACH C.C.
Connection Schedule. system.
. . .. ...... (WEST INDIES-C)
10.,All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed accoroing to the JOB NUMBER: !;I IIIINTI:DUVAL
7.09
- detail as shown in the structural drawings. manufacturer's requirements. SCALE:
)/8" V-0"(U.O.N.)
-fill components(Balusters and Panel Fillers)shall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Root Tile Installation
11. Guardrails,handrails,and guard in DO NOT SCALE THIS DRAWING
...........
..............
be provided by others. Manual,"and the manufacturer's requirements. RELEASE DATE:
06-21-17
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material
4� Standing seam metal roofs shall comply with ASTM E 1514 and be installed according REVISIONS:
specifications: to the manufacturer's requirements.
LVL or Parallam LSL
ZD
E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing 2a DRAWN BY:
Fb=2,600 psi Fb=2,325 psi and valley material. CMF
Fc=750 psi Fc=900 psi 2. CHECKED BY:
Fv=285 psi Fv=31 0 psi MJB/FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
SHEET:
S-2
ULSBERG
I. HENGfNEERING, fNC.
NOTE: 11481 OLD ST.AUGUSTINE RD.,SUITE#202
EACH REAR POST SHALL BE TREATED JACKSONVILLE,FL.32258
Tn� 44 POST ON ABU44-Z POST BASE P:904.886.2401 F:904.260.4367
www.HulsbergEngineering,com
STRAP POST TO EACH BEAM ABOVE
13
WITH(1)H6-Z CLIP OR(1)MSTA24-Z FLORIDA C.A.NUMBER:25846
___�75 TYPICAL ALL POSTS-(U.C.N.) NOTE:
HOLDOWt SEE DETAIL 7"ON SHEET SD-7 ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE,
DTT2-Z (1)SIMPSON SDWC 15600 SCREW OR
HOLDOWN ALTERNATIVE TO SPH AT DOUBLE PLATE, %00'
0
(2)SIMPSON SDWC 15600 SCREWS STUD
TO DOUBLE PLATE PER SIMPSON DETAIL.
TT5
OL
_rH D(
HTT a
HOLDOWN DOUBLE
P P T I/ 01F Cc
LA E - w
LATE
X;
< e g
.7 Ll
p
C/)
M, -
1"MAX
TT MINI
HOLDOWN
Z5
I lai ST SDWC 15600
LL UDA.0 1"MAX
IF--HTS24 AT HTS24 AT ! SCREW
HTT5-
GIRDER BEAM
HOLDOWN SDWC 15600
............
OPTIMAL 22Y2*ANGLE
ol
30'
.......... DOUBLE-,,,
PLATE. ..............
TS24 AT cE rTS24 AT
....... .I /'C.;IRDER EAM
3"(1/-1/4")
SDWC 15600
SCREW1 5600
IRE
W
S STU
TUD
'HTS24 AT.
BEAM
SECTION-SDWC 15600
_'HTT5
..............
........... . ... H75"
P CLIENT:
HOLDOWN HOLDOWN
RIVERSIDE HOMES
d.............
-------ANCHOR BOLTS @ 24"O.C.
GARAGE DOOR NOTES PROJECT:
.. ....... 1. INSTALL(j)MSTA30 STRAP AT EACH END 157 ATLANTIC BEACH C.C.
OF GARAGE DOOR HEADER.NAIL STRAP
(WEST INDIES-C)
HTT5___ INTO HEADER AND JACKS BELOW JOB NUMBER: ICOUNTY:
OLDO�N 170951 DUVAL
2. EMBEDDED STRAP AT EACH END OF GARAGE
A H g� SCALE:
DOOR OPENING SEE DETAIL"F"O��SD-1 X8" =l'-O"(U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
06-21-17
REVISIONS:
THREADED ROUTE—GEND'
Y,'THREADED ROD FROM
NOTE:- — — — FOUNDATION TO DOUBLE PLATE.
EACH FRONT POST SHALL BE TREATED 11AWN 11:
(4"MINIMUM EMBEDMENT REQUIRED) CMF
44 PO§T ON ABU44-Z POST BASE HTT
STRAP POST TO EACH BEAM ABOVE 1//,HTT5 ig CHECKED BY: Mj13 FSS
HOLDOWN HOLDOWN THREADED ROD FROM
WITH(1)H6-Z CLIP OR(1)MSTA24-Z FOUNDATION TO UPPER TITLE:
TYPICAL ALL POSTS-(U.O.N.)
FLOOR DOUBLE PLATE. TIE-DOWN LAYOUT
SEE DETAIL"F ON SHEET SD-7
(4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
SHEET:
TIE-DOWN LAYOUT-FIRST FLOOR 0 HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE R S-5
OVERHANG.1 EXTEND RAFTER PAST DIAGONAL ULSBERG
V-8' HENGINEERING, INC.
OVERHANG 1 3'-4" 11481 OLD ST.AUGUSTINE RD.,SUITE 202
0. 31"x 3"NAILS @ 8"0 C JACKSONVILLE,FL.32258
STAGGEREI ACROi� P:904.886.2401 F:904.260.4367
I 0.131'x 3" AILS @ 8"O.C.
ROOFS ALL 1W ERSECTING MEMBERS\ ROOF SHEATHING www.HulsbergEngineedng.com
"ATH'N S 4ERED ACROSS
H
INCREASE NAIL SIZE To THROUG-1 TRUSS INTO RAFTER INCREASE NAIL SIZE TO ALL INTERSEC�ING MEMBERS FLORIDA I QA.NUMBER:25846
0.120"x 3"RING SHANK IN FROM OPPOSITE SIDES OF NOTCH 0.120"x 3"RING SHANK IN
OVERHANG AREA
OVERHANG AREA
K
lx6 T&G DECKIN i
- ,o e�. S t M p
lx6 T&G DECKING
N
VAO 0 9
\,PRE-ENGINEERED TRUSS RE-ENGINEERED TRUSS
2x6 RAFTER SLOTTED INTO GAP
cc
�EARING WALL 2x6 RAFTER SISTERED TO SIDE of
BETWEEN CORNER HIP JACKS —�"EARING WALL w
LOWER RAFTER TO ALIGN WITH OF TRUSS.LOWER RAFTER TO
BOTTOM OF T&G ELEVATION ALIGN WITH BOTTOM OF T&G ilk;
ELEVATION
(i.e.RAFTER IS NOT CUT OR chi
NOTCHED)
COM
2x6 RAF FER SLOTTED INTO GAP
/BETWEEN CORNER HIP JACKS 2x6 RAFTER SISTERED TO SIDE
LOWER I�AFTER TO ALIGN WITH OF TRUSS.LOWER RAFTER TO
BOTTON OF T&G ALIGN WITH BOTTOM OF T&G
(i.e.RAFTER IS NOT CUT OR NOTCHED)
EARING WALL
�PRE-IINGINEERED TRUSS
—PRE-ENGINEERED HIP TRUSS
\\BEARING WALL
PLAN VIEW
PLAN VIEW
CORNER HIP RAFTER DETAIL RAFTER TAIL DETAIL
11�-9
DOUBLE PLATE--__. 12'PLATE
LOAD BEARING---/�
HEADER CLIENT:
-------TRANSOM
PROJECT:
OTE:
157 ATLANTIC BEACH C.C.
ATTACH BOX BEAM TO 2
INTERSECTING JACK STUD (WEST INDIES'C)
9 JOB NUMBER: 7OUNTY:
/�AT EACH END W/(4)0.131"x 3"
T 17-0951 DUVAL
TOENAILS TOP&BOTTOM
SCALE:
MIN.8Y2" XF =V-10"(U.O.N.)
REQUIRED\ ASTEN TOP&BOTTOM MEMBERS
DO NOT SCALE THIS DRAWING
BETWEEN '�TO EAC H PLY W/0.131"x 3"NAI LS RELEASE DATE
TRANSOM& @ 6"O.C.(TYP.) 06-21-17
WINDOW
(3)2x6 SYP No.2 BOX BEAM
TOP OF WINDOW I DOOR OPENING w/FLATWISE 2x6 SYP No.2
DRAWN BY:
TOP&BOTTOM
CMF
CHECKED BY:
MJB/FSS
--_wINDOW/SLIDING H TITLE:
DETAILS
GLASS DOOR
SECTION-TRANSOM FRAMINGAT 16'WIDE OPENINGS SHEET:
S-9
_7
SHOWER AREA SHOWER AREA
MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS ULSBERG
NAIL EACH STRAP TO CRIPPLE STUD HENGINEERING, INC.
8"CMU STEMWALL
WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
3"MAXIMUM OVERHANG
FORM EDGE (OPTIONAL) JACKSONVILLE,FL.32258
FASTEN STRAP TO FOUNDATION P:904.886.2401 F:904.260.4367
PLAN VIEW www.HulsbergEnoeedng.com
PLAN VIEW CONCRETE SLAB WALL WITH(8)X"x 2 X"CONCRETE
SCREWS INTO MASONRY OR FLORIDA C.A.NUMBER:25846
T�Z x 1 Y4'CONCRETE
REWS INTO CONCRETE.
/x
CONCRETE SCREWS SHALL BE I M
j 0 ...... 0 %
6"MIN. (1)#4 CONT. (i)n uONT. POWERS"TAPPER"WITH PERMA-SEAL 10
GRADE--�
FINISH OR EQUAL. Ik
x
HEIGHT OF CURB VARIES CMU STEMWALL WITH(1)#4 @ 0,
SILL Sit LA 1)#4 CONT.
CONCRETE SLAB <� \//,\\A8"O.C.AND IN EACH CORNER. STRAP SHALL BE COVERED WITH (3 A
PLATE PLAI E CD \/ \ :
HEIGHT OF CURB VARIES(8"MAX.) FILL CELL SOLID AT EACH#4 SIDING OR STUCCO
C',
MIN. REBAR.HOOK REBAR 16"INTO
8 . cc
NOTE:
GRAE PORCH SLAB AND 6"INTO 01F L4j
\��/ I —
\x/ 001 CONCRETE SLAB FOOTING. THIS DETAIL MAY BE SUBSTITUTED FOR 0 - I
X,
GRADE-, rl I HER THE PA51 STRAP(STEMWALL) %
.00
V-8" (2)#5 CONT.
-4 OR
8"CMU STEMWALL WITH(1)#4 @ 48-O.C. THE STHD14 STRAP(MONOLITHIC),
C?
AND IN EACH CORNER.
X,
REBAR. X
FILL CELL SOLID AT EACH#4 (7 SECTION-PORCH STEMWALL �R DETAIL- EMBEDDED STRAP ALTERNATE
HOOK REBAR 12*INTO SLAB AND 6"INTO
x
Z
NOTE: IF STEMWALL HEIGHT EXCEEDS 48-CONTACT
t-UU I INU.
6" ENGINEER FOR ADDITIONAL REQUIREMENTS.
I V-0" ONFqTnRY-01 ttx,; ONT.
1'8" ONE STORY-(2)#5 CONT.
WO STORY-(2)#5 GONT.
V-8" TWO STORY-(3)#5 CONT. NOTE:
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTIOI MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
(TYPICALLY 1-4 HOURS IN WARM WEATHER)
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB
ENGINEER FOR ADDITIONAL REQUIREMENTS.
FILL CUT WITH
I"DEEP x Y8"WIDE SAW
�xx
CUT AT DENOTED
ELASTOMERIC
FILLER
SILL--� CONCRETE SLAB GRADE- �0\ l)#5 CONT. LOCATIONS.
PLATE CONCRETE SLAB
8"CMU STEMWALL WITH(1)#4 @
x
AND IN EACH CORNER.
PORCH SLAB AND 6"INTO
FILL CELL SOLID AT EACH#4
77
REBAR.HOOK REBAR 16"INTO
'477t/7,7
FOOTING.
CONCRETE
(2)#5 CONT.
T-4" ONE STORY-�2 #5 CO NT.
�l (1)�5 COW. T-13"
T-8" TWO STORY-(3)#5 CONT.
T
CLIENT:
A
�H SECTION- INTERIOR BEARING SE'U'TION-THICKENED EDGE K_m_-� SECTION-PORCH STEMWALL WITH BRICK K-T--� SECTION-TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES
SD-�2 �D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT \,LD-2
ENGINEER FOR ADDITIONAL REQUIREMENTS,
PROJECT:
157 ATLANTIC BEACH C.C.
(WEST INDIES"C)
F_ JOB NUMBER: 7OUNTY.
BEARING POST(AS NOTED) 117-1111951 D11VAI
CUR HEIGHT VARIES TREATED POST SCALE:
CONCRETE SLAB V-10"(U.O.N.)
SILL—\ --CONCRETE SLAB ABU POST BASEWITH
PLATE CONCRETE SLAB PAVERS BY OTHERS�\ DO NOT SCALE THIS DRAWING
GALV.ANCHOR EMBEDDED
RELEASE DATE:
/--CURB HEIGHT VARIES 12"(SET-XP ADHESIVE) 06-21-17
TEVISIONS
c) Lu
0
8"TALL,12"SQUARE GROUTED
CMU OR CAST-IN-PLACE CONCRETE
I DRAWN BY:
PEDESTAL ON 24"X 24"X 12"PAD CMF
(AS NOTED) REINFORCEMENT(AS NOTED) 8"
1'4" ONE STORY-t2l#5-CONT. T. 2'-0" FOOTING WITH(2)#5 EACH WAY CHECKED BY
:f MJB/FSS
V-8- TWO STORY-(3)#5 CONT. TITLE:
FOUNDATION DETAILS
SHEET 2 of 2
SECTION-BEARING STEPIDOWN MON- INTERIOR BEARING PAD FOOTING TION-NON-BEARING STEPDOWN DETAIL-PAD FOOTING AT PAVERS
�O2 r_p -� SEC SEC ru_ �
-2 4 SHEET:
�D �O2 �D2 -
SD-2
(TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING
48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT ULSBERG
MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)NAIL HENGINEERING, INC.
(16)0.131"x 3"NAILS IN THIS ZOKIE. (SEE TABLE) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE 202
JACKSONVILLE,FL.32258
JOINT IN LOWER PLATE JOI JT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH '777_____STAGGERED P:904.886.2401 F-A(W2604367
0.131"x 3"NAILS @ 6"O.C.STAGGERED I TYPICAL STUD TO DOUBLE PLATE www-,-H-ulsbergE-ngipeedng.com
JACK STUD AND KING CONNECTION
ER:25846
E.
"p- 4�-�
STUD REQUIREMENTS
(SEE WALL LAYOUT)
SPH4 6 INSTALLED HORIZONTALLY st4s
C,
N s'
2x SPF#2 STUDS@ 16"O.C.(U.O.N.)
ZBUILT-UP HEADER WITH 0.131"x 3 1 4"
'O.C.TOP AND BOTTOM HEADER TO KING NAILING
NAILS @ 12 O�
NAI ING AT ST ID I I I I I
(U.C.N.)
TO DOUBLE PLATE
NAIL EACH PLATE TO JACK STUD 2x6 (3)NAILS PER PLY s!Nil
STUD TO PLATE NAILING
_§_TUDSIZE ENDNAIL TOENAIL WITH(3)0.131'x 3/4"NAILS-TOENAIL
L
2x8 (4)NAILS PER PLY
OR ENDNAIL(TYPICAL)
2x4 (2) (3)
2x10 (5)NAILS PER PLY
-'7
2x6 (3) (4) z FLOYD S.SIMPSON,PE
2x12 (6)NAILS PER PLY FIL PE No.50791
2x8 (4) (5) COMMENTS:
9/2"OR 9
2 (5) (6) DOUBLE SILL REQUIRED WHERE OPENING LVL 4 (5)NAILS PER PLY
WIDTH EXCEEDS 61"(I.I.O.N.)
11 Y8"OR 1114'
JOINT SILL PLA.`E LVL (6)NAILS PER PLY
—NAILING AT STUD
___BUILT-1 'R POST 14"LVL (7)NAILS PER PLY
Z TO SILL PLATI I 1�1� I
I I I I lill I I IN L 11 11 HII 16"LVL (8)NAILS PER PLY
lul
4'MIN.; U 12"MAX. 2x TREATED SYP#2 SILL PLATE
12'MAX.
ANCHOR BOLT(AS NOTED) T-UP POST(WHEN NOTED ON WALL LAYOUT TYPICAL STUD TO SILL PLATE
DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 34' CONNECT10N
NAILS @ 6-O.C.STAGGERED (SEE TABLE)
ALL NAILS NOTED ARE 0.1 31'x 3Y4"
---DOUBLE PLATE NAILING
NAIL SHEATHING TO HEADER WITH(2
ROWS 0.131"x 2Y2"NAILS @ 6"O.C.
DOUBLE PLATE NAIL SHEATHING TO HEADER WITH(6
0.131"x MY'AT EACH END(TYPICAL)
3"O.C.NAILING WITH 0.131"x 2Y2"NAILS CLIENT-
rJACKS AND KING STUDS INTO BOTTOM(TYPICAL) RIVERSIDE HOMES
(AS NOTED)
PROJECT:
—HEADER(AS NOTED) --NAIL SHEATHING TO KING STUD
@ 12"O.C.MINIMUM, 157 ATLANTIC BEACH C.C.
2x—BLOCKING(TYPICAL) 2
(WEST INDIES-C)
_--2)0.131"x3Y4"TOENAILS AT EA CH JOB NUMBER: COUNTY:
ND(TYPICAL) EDGE NAILING PER SHEARWALL 17.AQr%l DUVAL
REQUIREMENTS. NAILS MAYBE SCALE:
NAIL EACH SILL PLY TO KING STUD STAGGERED ACROSS TWO JACK l'-O"(U.O.N.)
WITH(3)0.131'x 34'NAILS-TOENAIL STUDS. DO NOT SCALE THIS DRAWING
OR ENDNAIL(TYPICAL) RELEASE DATE:
BEVEL BLOCKING AS REQUIRED FOR EDGE OF PANEL(TYPICAL) 06-21-17
REVISIONS:
MINIMUM 1 Y2"NAIL PENETRATION INTO
MAIN FRAMING MEMBERS.(TYF ICAL)
(2)2x—SILL DRAWN BY:
I lul ANCHOR BOLT REQUIRED WITHIN 6--l", lul CMF
SHEATHING MAY CANTILEVER JP TO 2" OF KING JACK UNIT-MAY BE
MAXIMUM PAST SUPPORTS.ALL LOCATED ON EITHER SIDE. 7�i CHECKED BY:
MJI3 FSS
WINDOW ATTACHMENTS MUSI BE ANCHOR BOLTS AS REQUIRED----- TITLE:
ANCHORED INTO 2x—MEMBERS. DROPPED HEADER CONDITION FRAMING DETAILS
FLUSH HEADER CONDITION
SHEET 3 of 3
DETAIL-TYPICAL ARCH TOP OPENING DETAIL-OPENINGS WITH SOLID SAWN, LSL, LVL, OR PSL HEADER 2.5 SHEET:
-5
Q) SD-5
HULSBERG
ENGINEERING, fNC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260A367
EXTERIOR BEAM(AS NOTED) www,
DOUBLE PLATE FLO I
E
PP
i.R "11-4,
A
NOTCH BEAM AS REQUIRED TO 01 0.1-�
v
FIT BENEATH DOUBLE PLATE
BEAM BEARS ON(2)2x JACKS
��rD 9 -- ;i No.50791
(TYPICAL-U.O.N.) OUBLE PLATE
NUT WITH 2"x 2"x-1"WASHER
CONDITION: 1 16
ALTERNATE:SIMPSON LBPSY2 SLOTTED 16 STATE OF
(NOTCHED BEAM) 14
WASHER WITH 1"WASHER. )44-/
% A%
--7 **--X.`0 R V0
Y8"0 THREADED ROD
-2
A
F 0 S.
FSIMPSON Y8"O x 6"TITEN HD OR SIMPSON Y8"0 x 6 X"TITEN HD ROD COUPLER t
I"THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER FL PE No.50791
NAIL SHEATHING TO DOUBLE PLATE WITH 8 COMMENTS:
8
WITH MINIMUM 4"EMBEDMENT OR! THREADED ROD SET IN ADHESIVE WITH
(2)ROWS OF 0.131"x 2Y2"NAILS @ 6"O.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER
MONOLITHIC FOUNDATION-EXTERIOR
NAIL SHEATHING ALONG BOTTOM OF HEADER @ T-O.C.
X8"x 6"TITEN HD SCREW ANCHOR
INSTALL DSP CLIPS @ 24"O.C.OR
or 3/8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC.
or Y8"THREADED ROD SET 4Y2"INTO ADHESIVE SPH @ 32-O.C.
E
EXTERIOR BEAM(AS NOTED) DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
STEMWALL FOUNDATION-EXTERIOR
DOUBLE PLATE
Y2"THREADED ROD SET 7"INTO ADHESIVE E
L VS.1
BEAM INSTALLED BENEATH DOUBLE PLATE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x JACKS
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.K)
Metal Conneetor Fastening Schedule
USE MONOLITHIC CONDITION Simpson ID USP ID Uplift Capacityllbes) F2�jene An,:horage JU.O.N.)
g
CONDITION: 2 A35 MPA1 n/a It �T .I We
ABU44-Z PAU44-TZ 220QSYP) (12)0.167 x 2'Wor(12)OA62"x 31W 518'wi 7'embed
(DROPPED BEAM)
ABU86-Z PAUe6-TZ 2300SYP) (12)0.162'x 2%"or(12)0.162"x 3W 518'wl 7"embed
R3150 1705(SYP or SPF) (11)0.1 48"x 37 in each end-(22)toted n1a
DETAIL-TYPICAL DTT2-Z INSTALLATION DETAIL EXTERIOR BEAM TO WALL CONNECTION bffl!5�- RSPT8-2 775(SYP or SPF) (8)0,148'x I W Into stuili
(6)0.148'x I W into double plate
�XTI"2� DTEl-TZ 2145(SYP)1835(SPF) (8)W x I W SDS W%W 4%'ernbed(mono)and r embed(stem)
08C HC520 n1a (5)0.131'x 1 W into gable brace n1a
�-7 (USP DTB-TZ SIMILAR)
(7 13 2W into double plate
, jx
�O
H2.5A n1a,use RT7 60D(SYP) (s) 3 x 2Y.'m each end-(10)tatal n1a
MONOLITHIC FOUNDATION-EXTERIOR H2.5T 645(SYP or SPF) (5)0.131'x 1W in each end (10)total n/a
n/a:use RT7
�13 RT3A 455SYP) (4)0.131"x 2W in each and-(8)toted n1a
Y2"X 12"TITEN HD SCREW ANCHOR
or Y8"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR: 1,18 Frr8A 7WSYP) (5)0.148,x 1 w in each-end-(10)total n1a, ............. ---- --------------
.................. ...... ........... ... .....................
Z�EXTERIOR BEAM Y2"X 6-TITEN HD HDC18 nfa:use UPHD8 76MSYP)5495(SPF) (20)Wx T SDS 718'wl 15'embed(SET-)(P epoxy onlyj
STEMWALL FOUNDATION-EXTERIOR HDU5 PH06 5645(SYP)4086(SPF) (14)Wx 2%'SDS 518*wl 7*embed(mono)and 1T embed(stem)
(MECHANICALLY GALVANIZED)
(AS NOTED) HDU8 PHDG 6970(SYP)5MG(SPF) C20)Y7 x 3"SDS 718-w/15'embed_(SET-XP epoxy only)
HETA16............. HTAI 6................ 1810(SYP) . . ............. . . T
X8"THREADED ROD SET 12-INTO ADHESIVE WITH 2"XY8"WASHER (10)0,148-x I W 4'am bed
-H6 CLIP FROM HTS20.HTS24 or HTS30 HTW20,HTVV24 or HTW30 145QSYP)1245(SPF) (10)0,148"x 3"in men end-(20)toted n/a
POST TO BEAM HTSM16 or HTSM20 HTWM16orHTWM2D 1175(SYP) (8)0.48'x Finto"'Ood n/a CLIENT:
INTERIOR APPLICATIONS- (4 Y.x 21/4"-Fden I CMU RIVERSIDE HOMES
"to
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4)Wx 11/.-riten into concrete
HTT4 HTT4 4235(SYP) 3640(SPF� (I 518'wi 7'embed(mono)and 12embed(stem)
Y2"X 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5)
8)0.127 x 2/
Z= HM KFT5 5OnSYP)4375(SPF (2;)0.162x2Y." 5/8'w/7-embed(mo.no),end 12"embed(stem)
or Y8"x 8"TITEN HID SCREW ANCHOR 0.13VX3X4--NAILS PER PLY LTP4 MP4F n/a (12)0.131'x 1Y." n1a PROJECT:
or X8"THREADED ROD SET 6"INTO ADHESIVE --l-A LSTA18 LSTAIS 1235(SYP)1110(SPF) (7)0.148'x Win each end-(14)total n/a 157 ATLANTIC BEACH C.C.
\-PT POST(AS NOTED) LTW12 775(SYP)665(SPF) 6 0. 48 x 3"In each end-(12)total n/a
MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148'x 3"in each end-08)total n/a C)
------ ---------------- - ---- 1-1-- - - --------------------------------- ------------ 2 (WEST INDIES
MSTAM24 15 or SPF) (9)0.148'x 3"into wood n/a
DETAIL-TYPICAL HTT5 INSTALLATION \\-H6 CLIP FROM POST JOB NUMBER: COUNTY:
(5)Wx 2Y."nten Into CMU
17-0951 DUVAL
TOBEAM (5)_Y.x 1%'Titen into concrete ------------ ---------------- -- - ----------------
111------- ----------------
(USP PHD5 SIMILAR) PT POST(AS NOTED) MSTAX MSTAXI------ -- - -----------2-0-64-0--(SYR)1 8-2-0(-S---P-F-) (11)0.149"x 7 In each end-(22)total n/a SCALE:
\-EXTERIOR BEAM MSTA36 205QSYP or SPF) -t2i)total n7a Y8"= V-0"(U.O.N
(13)0.148'x 3!in each end
ABU POST BASE IMSTAM,16 MSTAM36 1870(SYP or SPF) (13)0,148"x X into wood n/a
(AS NOTED) (AS NOTED) (8)A.x 2W'riten in emu DO NOT SCALE THIS DRAWING
MONOLITHIC FOUNDATION-EXTERIOR 10
(8)A*x IVV"riten into concrete RELEASE DATE:
Ya-THREADED ROD SET 15"INTO ADHESIVE -/8 1HREADED ROD MTvV12 or MTWM 1000(SYP)8W(SPF)
(7)0,148"x 3'in each end-(14)total n1a
06-21-17
PLAN VIEW AT TOP OF POST 0. WITH NUT SET IN fVITSM16 or MTSM20 HT\ANA18 or HTVVM20 86D(SYP) (7)0.148"x 3"into wood n/a
(4)144" REVISIONS:
-EXTERIOR .0 Y.:2%"riten into CMU
STEMWALL FOUNDATION ADHESIVE (4) 1%"7tten into concrete
(7-EMBEDMENT) PA51
THREADED ROD SET 15"INTO ADHESIVE TA51 2940(SYP or SPF) (14)0.167 x 2%"a(14)0.162"x 3Y7 4'am bed
SPH4 or SPI-16 1SPTH4 or SPTI-16 GWSYP)585SPF) (12)0.14W x I W n1a
4 SSP RSPT6 3WSYP or SPF) (4)0.148'x 1W into studs DRAWN BY:
INTERIOR APPLICATIONS- (3)0.148'x I W into double plate CMF
IF EDGE DISTANCE EXCEEDS 5"USE S11-014 ISTAD14 4210(SYP or SPF) (30)0.14e x 3 Y4" 114'embed
CHECKED BY:
Notes:
XV THREADED ROD SET 8"INTO ADHESIVE MjB FSS
1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) TITLE:
2,SYP=Southern Pine',SPF=Spruce-Pine-Fir METAL CONNECTOR
SIDE VIEW AT BASE OF POST 3.Mono=monolithic concrete;stem=masonry sternwall or bond beam DETAILS
4r Anchorage refers to threaded anchors with rioted diameters and embedment depths
DETAIL-TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST SHEET:
)-7
�-7 (LISP PHD6 SIMILAR) - (S SD-7