299 Atlantic Blvd 6 # 207 Beam repair alta
engineering company
certificate of authorization no.29095
Ceiling waengin com
Structural Repairs 11329 distribution avenue west
jacksonville,Florida 32256
w ibis drav✓ng is the property of dta engineering cvrrpany.
Any use or reproduction without the expressed mitten
-,ed of alta engineering company is pehbited.All
rights of design and invention ae expressly reserved.
for:
Project Name:
Ragtime Tavern Structural Ceiling Repairs
JAN 0 5 -- tor:
207 Atlantic Blvd. Ragtime Tavern
207 Atlantic Blvd.
Ragtime Tavern
Atlantic Beaeh Florida 32233 Qy Atlantic Beach,Florida 32233
�
Seafood&Grill
flCode Summary: Scope of Work:
7 Code:2010 FBC General Scope of work for installation of new(2)ply LVL beam at Seat
2010 Existing Building Code I. Protect all portions of the building interior. Section 27-30
M a ASCE 7-10 2. Protect interior of structure at the end of each work day. I. Provide temporary shoring to support the entire ceiling system f�
Ahern St P Y 9 PP 9 Y
Original Code:Unknown 3. Perform remedial repairs to ceiling joists bearing ends where above seat section 27-30. �� /Jlp
o O slippage has occurred at brick pockets. 2. Remove decorative wood trim and framing from coffer ceiling -7.. �O
Q n Construction Type:V �� LI C
a Use:A-2 4. Replace joists whose lengths have been damaged by wood section running north-south where new beam is to be installed. t r.•' e�
a Destroying Organisms(WDO)on the portion of building. 3. Remove decorative wood trim and wood framing to open-up Ntr''•' e
Protection:Unprotected . o
a Design Criteria Summary: 5. Install LVL beam to support sagging ceiling system above Seat column chase at south wall Wait Station. This task may require 6?
•Y ••;�
Section 27-30. the temporary removal of laminate countertop and re-routing of `1`� ��4j►� ?'�
Atlantic Blvd Existing Building Classification: Repair misc.wiring at Wait Station. r `
k 4. Remove and dispose of non-essential stud framing remnants to ® Brett D.Newkir
Wind design criteria per 2010 FBC,Section 1606.2,ASCE 7-10 Scope of work for remedial repairs of ceiling Joists at east section of . . FLP e
g p provide room for the new beam.
building:
' Ultimate wind speed:130 mph -�- �
5. Install new 4x4 post at brick wall and new studs,as required at Sheet In
Risk Category:II 1. Provide temporary shoring to support affected ceiling joists in �'� •'•,,� �� t
the liquor room wall.
3. Mean roof height: -1 S-0" the area of repair. 1.01 -,Cd�ltf• V���i�l Mp{�• y
a 6. Install new(2)ply LVL beam. / V ,,..•• �`�
a Exposure category:D 2. Re-route all MEP components that may interfere with 2.01 -Note, A
y 1 Enclosure classification:Enclosed performing scope at south-east section of attic. 7. Install tie downs. 3.01 -Flogf PIuW����
N Internal pressure coef:±0.18 8. Reconstruct ceiling coffer including GW B and wood trim finishes /)
Roof slope:1/4:12 3. Provide new full length sister for the(7)ceiling joists with Wood g g 4.01 -Elevation ill PI#tl#111
Destroying Organism damage along their length. to match existing.
Lemon 51 9. Conceal post columns by boxin out with wood trim to match 4.02-Details .",,. ..,x... V
4. Remove damaged joist ends.Sister new sections of 2x12 PT SYP P 9-
material to affected ends of ceiling joists,as detailed. Provide or as desired by the owner.
a"fire cut'for ends of new joist material that will be seated in
brick pockets.
5. Remove and legally dispose of debris.
6. Clean out dust and loose debris from the brick pocket.
7. Re-grout base of brick pockets to provide level and stable
bearing points for repaired ceiling joists to rest.Provide felt
paper at all wood to masonry contact locations.
N Sheet Index:
8. Re-attach ceiling and all other components that were
1 - SITE LOCATION 1.01-Cover Sheet/Vicinity Map previously detached during repairs.
n. .S. W g 2.01-Notes
3.01-Floor Plan
S 4.01-Elevation
4.02-Details
` - Revisions:
,4k:r
rev. date description
FIL t II-2I-14 For review only
2 I
COPH4
� .
REVIEWED FOR ,ODE COMPLIANCE
ICU OF-A UA.YTIC BEACH sheet:
SEE PEt`dMI'I'S FOR ADDy'I'ION L.
IREQUIREMENTS AND C;ONDMONS. , .0
DATE:R-4 VIRWED BY. �� 1
alta
00 1000 GENERAL NOTES 06 10 53 SAWN LUMBER
engineering company
FASTENING SCHEDULE: Where unspecified,all components,finishes and appurtenances shall be provided and installed in kind to the Framing lumber shall comply with the latest edition of the grading rules of the Western Wood certificate of authorization no.29095
original construction. Products Association(W WPA)or the West Coast Lumber Inspection Bureau(WCLIB). All sawn lumber www.altaengineeringco.com
Wood Framing: 10d common nails shall be stamped with the grade mark of an approved lumber grading agency and shall have 11329 distribution avenue west
Double top plates: spacing:12"O.c.Stagger. Contractor is responsible for the protection of the public and all construction personnel and must comply with minimum properties which meet or exceed the following wood types:
Double top plate laps:number:4 nails all applicable OSHA safety requirements throughout the duration of the work. jaCkSOnville,florida 32256
Double/built up studs:spacing:16"o.c.Stagger. Wood headers,rafters,joists,beams,top plates----------------#2 SYP ,re:dna ng labp p,opetly cf dta englneennga mp y.
Contractor is responsible for obtaining all necessary permits to complete tho scope of work. Aly-0
1f 1,rpa coon wunow me e,p,er,ed wmien
Stud to sole plate:number:(4)toe nails Wall studs---------------------------------------------------------------#3 SYP or#2 SPF --N of cita engineering company i,v.hbit.d.AY
Stud to plate:number:(2)face nails The construction documents represent the finished structure. They do not Indicate the method of Bridging,non-structural----------------------- SYP or SPF ani,of ae,gn ana e im ap exp,e::iv,erer ed.
Headers:spacing:12"O.C.Stagger. construction. The contractor shall provide all measures necessary to protect the structure during construction.
Other framing members:per FBC table 2304.9.1 Such measures shall include,but not be limited to bracing or shoring for loads due to construction equipment, All wood in contact with masonry,concrete,earth or exposed to the elements shall be alkaline Project Name:
etc. copper quaternary(ACQ)preservative treated. Preservative treatment shall be in accordance with
Uplift Strapping:below all truss end bearings(interior and exterior) requirements of the American Wood Preservers Association(AWPA).
truss to top plate:(2)H2.5a- The engineer of record shall not be responsible for the contractors means,methods,techniques,sequences Structural Ceiling Repairs
Top plate to stud:(1)1-12.5a-every stud for procedure of construction,or the safety precautions and the programs Incident thereto(nor shall Stud cutting:side notches shall not exceed 25%of the stud width.Drilled holes shall not exceed 40%%%
Top plate to header:SP4 @ 24"O.C. observation visits to the site include inspection of these items). of the stud width and shall be greater than 5/8"from the stud edge.Both notches and holes are not or.
Stud to stud across floor cavity:(1)CS 16,length to provide 19'engagec into ea. permitted to be cut in the same member.
Stud Where reference is made to various test standards for materials,such standards shall be the latest edition
Stud to sole plate:(1)H3 or SP4. and/or addenda. Any engineering design,provided by others and submitted for review,shall bear the seal of Beam cutting:lateral wood framing members shall not be notched or drilled without prior approval Ragtime Tavern
Sole plate to foundation:1/2"0 Hilti Kwik Bolt III or equiv.Expansion anct or a registered engineer recognized by the building code jurisdiction of this project. of the structural engineer. 207 Atlantic Blvd.
w/6"embed @ 32"O.C.&@ ends of plate Atlantic Beach,Florida 32233
w/2"x2"pl washer Contractor shall be responsible for verification of all dimensions with drawings prior to start of construction. Studs shall be doubled at all corners,angles and wall openings.Openings shall have a minimum of
Stud to header:(2)CS20,length to provide 10"engaged into ea. Resolve any discrepancy with the engineer prior to commencement of tho work. Establish and verify all one jack and one king stud.
King stud to foundation:(1)LTT20B,W/3"nails and conc anchor describ d above. openings and inserts for architectural,civil,mechanical,plumbing and electrical items with the appropriate
trade drawings and subcontractors prior to construction. Openings greater than 3'-0"shall have(2)jack studs and(2)king studs.
Double strap req.'s below girder trusses Contractor shall provide product submittals for all proprietary products to be used,which are not specifically
identified herein.Submittals shall include product data sheets,installation instructions,physical material Studs shall be tripled below girder truss bearing.
Nails for uplift strapping:lOd stub nails,U.O.N. samples and shop drawings(if determined appropriate by the engineer).But for the physical samples,
submittals shall be submitted as follows:(2)paper copies and(1)electronic copy.Material substitutions that Framed walls shall have a double top plate and single sole plate.
Shear wall:as detailed are not approved in writing by the engineer shall not be used.
Partial height blocking to top plate:(3) 1 O nails per segment The sole plate anchors shall be placed with a minimum 2-inch clearance to the slab edge.
End chord to top plate @ roof:(2)SPH4 The materials and installation shall be warranted against any and all water Intrusion and/or mold for a period
End chord to end chord across floor cavity:(2)MSTI60 of 3-years following the date of final completion of the work. All materials shall be covered by the
End chord to foundation(3-story):(1)HDBA w/5/8"0 threaded rod in H Iti manufacturers standard warranty.The contractor is responsible for coordinating with the manufacturer and Provide blocking at all exterior wall sheathing butt joints.
HY 150 epoxy or equiv.W/7-1/2"min.Embed. procuring the written warranties for all products used.
Provide continuous blocking between supports at all hips,ridges,valleys and changes in roof slope.
Nails for shear wall chords:l Od nails All work shall be completed in a craftsman-like manner with the highest level of care taken to ensure a 9V A Ali.
functional,quality and aesthetically desirable completed project.All work shall be compliant with voluntary Provide blocking in the floor space between vertically aligned studs. `�� ,..+•••••••••..,� �/�
Sill plate to elevated decks:10d nails @ 4"O.C. industry standard guides in all regards. �� ,r'• LC
Sole plate to foundation:I/2"O Hilti Kwik Bolt III or equiv.expansion ancIrlor •:� 'r,•�' 'i
w/3-1/2"embed @ 32"O.C.&@ ends of plate All repair details and the extent of the designated repairs are subject to field mock ups.Alta reserves the right v i •� {f►�: o
w/3"x3"pl washer to amend modify or change the drawing details or the extent of repairs to suit the site conditions,as they are 06 11 13 ENGINEERED WOOD BEAMS
uncovered.For this reason,the owner shall engage Alta to review the initial demolition and implementation of p^ ll
all repair details.These drawings are invalid and void without such a review and confirmation of the Engineered Wood Beams shall have a minimum modulus of elasticity of 2.0 x I OA6 psi and a minimum f'b �._
Cladding adequacy of the design by Alta. 3,000 psi. On
.. ett o 624 irk t^4
Soffit panels:As per the manufacturer's requirements/FBC tables Beam bearing shall be 3"minimum. Sheer •?
Siding:11 gage roofing nail 0601 10 WOOD REPAIR NOTES
Stt
spacing @ 16"O.C. Installation shall be in accordance with the manufacturer's instructions. 1.01 "••.••••Xcinity�
�
Lath:type per ASTM C 1063 requirements Provide adequate shoring to support structure to remain prior to completing repairs.Remove all axial 2,01 - •, t •" tit1
spacing @ 16"O.C.Horizontal to studs x 7"o.c.Vertical loads from members to remain prior to connecting new framing elements. 3.01 -Floe's �.184L EN��
Trim:As per the manufacturer's requirements 06 16 00 SHEATHING 4.01 -Elevati�dlj1111NWO
Sheathing shall be removed where its surface can be probed to a depth greater than 1/8"with a flat
head screw driver under hand pressure. 4.02-Details
Sheathing: p Exterior wall sheathing shall be 17/32"thick CDX plywood or oriented strand board or approved equivalent.
Roof sheathing:8d ring-shank nails Framing shall be replaced where where its surface can be probed to a depth greater than 3/8"with a flat Roof sheathing shall be 17/32"thick CDX plywood or approved equivalent.
Spacing @ 4"O.C.Edges,w/i 5'of roof/deck edge&sheet periME ters head screw driver under hand pressure or where greater than 20%section loss has occurred.
Spacing @ 12"O.C.Intermediate framing members Floor sheathing shall be 23/32-inch thick tongue and groove c-c plywood.
Floor sheathing:10d ring-shank nails Remove all deteriorated or mold laden wood members in full length segments.Do not splice formerly
Spacing @ 6"O.C.to all supporting framing members. contiguous members without the approval of the Engineer. Floor sheathing joints and framing support shall be glued.
Exterior wall sheathing:8d nails
Spacing @ 4"O.C.Edges,first floor Remove all deteriorated or mold laden sheathing such that both new and original portions of the
p g Interior wall sheathing shall be 1/2"or 5/8"thick gypsum wall board,(to match the original).
Spacing @ 4"O.C.Edges,second floor and above sheathing span a minimum of(3)framing members.
Spacing @ 12"O.C.Intermediate framing members All sheathing shall bear the stamp of an approved testing agency.
Interior gypsum wall board sheathing:6d nail or#6 course threaded scr,ws Remove and replace all deteriorated trim components in kind.
Spacing @ 4"O.C.To all framing members,where part of a shear vall Lay up plywood with face grain perpendicular to supports. Stagger joints.
Spacing @ 6"O.C.To all framing members,elsewhere Splice double top plates a minimum of the stud spacing,where replacement is required.
Gap roof and wall sheathing a minimum of 1/8"at all butt joints.Support unblocked butt joints with Simpson
Fastener substitutions: 06 06 10 WOOD CONNECTORS PSCL clips @ 16"O.C. R...icns:
All nails are common nails,unless noted otherwise.The following fastener are Provide blocking at all shear wall sheathing butt joints.
acceptable substitutions.The alternate fasteners shall be spaced at the same All fastening not noted shall be per typical detail or code requirements(FBC Table 2304.9.1). ay. d.te description,
spacing as the scheduled fasteners. 11-21-14 F« i—ONr
All fastenings to preservative treated wood shall be stainless steel or Grade D Galvanized per ASTM A 123.
Scheduled Fastener
All fastenings to exposed the the exterior shall be stainless steel.
8d common nail 8d ring shank nail
8d screw shank nail Position fasteners 3/8"from the edge of panels/boards. Position fasteners a minimum of 2"from corners of
panels.
10d common nail l Od ring shank nail
IOd screw shank nail Wood strapping and anchorage connectors shall be as manufactured by Simpson Strong-Tie Company,Inc.
Or other manufacturer with current and equivalent i.C.B.O.Approval.
6d cooler nail #6 x 1 1/4"type s or w drywall screw sheat.
Straps shall secured with similar material fasteners.
Structural connections or details that are not specified in the repair documents
- All Simpson or approved equivalent wood anchorage and strapping devices shall be installed in strict
shall be constructed as shown on the original construction documents. 2.01
��q
' accordance with the manufacturer's specifications. - /L•O 1
All Hilti or approved equivalent anchors shall be installed in strict accordance with the manufacturer's I
specifications.
alto
engineering company
� certificate of authorization no.29095
`C00U-M f 00002 /! www.altaengineeringco.com
1 11329 distribution avenue west
! IW jacksonville,florida 32256
TNs dr,W,g is the prop,dy of dta engineering company.
Any useor reproduction without the expressed written
ent of doengineering company is p,.hbited.All
rights of design and invention as expressly reserved.
Project Name:
� ehy� Structural Ceiling Repairs
for:
Area not accessible within attic, Ragtime Tavern
I Q Joist ends in this area may also 207 Atlantic Blvd.
9 require similar repair. Remove Atlantic Beach,Florida 32233
01 ceiling finish and repair as req.
I
2
4.02
Typ
DIM
TYP.
4.01
�l##�t##tof�fs,'i
x�•{�••����'-yip
_ Cut off and repair bearing ends �� �,� ;��"i�4/i►'N'
❑ i I I - — --� of approx.(20) ceiling joists. rPE6N4vrbk
-
I f ="'EMM-- 1 - %
Shee3
L — Repair brick pocket, typ. @ all 1,01 0 ,Sheet/viVnity Map
L— —-- I I ►_� bearing end repairs. 2.01 �1 ss �q :
I1 I tdt` 1 3.01 -
OP
N
2
NOTE: 4.02-n£�I/`! A� � `�►``
a.o2 i i I_I t Beams with damage beyond r�htItiiIWO�`
6'-0'from the bearing end shall
be sistered along their entire
length.
NX
II
IL
1 New (2) PLY LVL
Existing joists,
4.02 New 4x4 post column spaced at New 2x12 scab, typ.
14" Revisions:
New 2x12 sisters, typ.
rev. date description
II-21-I4 Forrevieworly
1 - TRUSS REPAIR FLOOR PLAN
Scale:N.T.S
NOTE:
LEGEND
Existing ceiling joists which require bearing end repair. These drawings are a reproduction of the original Sheet:
construction drawings prepared by BRAY Architecture,
Existing ceiling joists not accessible within attic titled Ragtime Tavern-Seafood 8.Grill,dated March
space which may require repair. 19,2012.All dimensions and depicted elements should
New(2)PLY 2.0E GP LAM LVL 14"depth. be field verified.Alta assumes no liability for errors on
New 5'#2 scab. the depicted drawing sheets. •O
New 8'#2 sister.
alta
engineering company
certificate of authorization no.29095
www.altaengineeringco.com
11329 distribution avenue west
jacksonville,florida 32256
IN,drawing is the p,oparty of dta engineering company.
Any ase or reproduction without the expressed written
ent of alta engineering company is p,.hUted.All
rights of design and invention—expressly,reserved.
Project Name:
Existing brick pocket, New 8' #2 P.T.SYP New 5' #2 P.T.SYP New #14 screws Existing ceiling joist Structural Ceiling Repairs
grout as req. joist sisters on each joist scab for:
side
Ragtime Tavern
207 Atlantic Blvd.
4"Mjn. 12" $'-Q'r Atlantic Beach,Florida 32233
4'-0"
3"TYP. 5-0"
Fire cut joist end 1 - CEILING JOIST REPAIR PLAN VIEW `
rw
Scale: 1"=1'-0" ,
S►
Sheet In
1.01 -cove i a
2.01 -Notes
3.01 -Floor Plan
Existing brick wall New #14 screws, Existing behind ceiling joist, 4.01 -Elevation
4.02-Details
staggered @ 3"o.c.,
Fire cut new joist end a tYp• New joist sister on
3" 3" each side
New joist scab = t
i 0 m m m m m m m N m m e m e e m
m m 0 m m 9 9 m 9 m _•, e
I � /w\lam
m m m m m m m m m m m m m m a m
Im m m m m Gw m
m m m m m m m m m Revisions:
4'Min. rev. clot. description
New #30 felt, ty . @ all wood to Fer'W-0*
masonry contact locations
Grout a square shouldered brick pocket for
the ceiling joist 2 - CEILING JOIST REPAIR SCREW PATTERN
Scale: V'=
Sheet:
4.01
alta
Existing ceiling joists Provide plates and shims to ensure engineering company
snug contact of existing joists with certificate of authorization no.29095
new beam www.altaengineeringco.com
11329 distribution avenue west
jacksonville,florida 32256
TH,drawing is the property of dta engineering company.
Any ase or reproduction witho,t the expressed written
sent of alta engineering-pony is pr.hbit.d.All
rights of design and invention ae expressly reserved.
Existing ceiling framing and New (2) ply (1 1/2"x14") 2.0E GP
finish, remove and replace as LAM LVL or equivalent w/plywood Pro;ecl Nome:
req. filler as req.
Structural Ceiling Repairs
ton
Ragtime Tavern
207 Atlantic Blvd.
Atlantic Beach,Florida 32233
GWB ceiling
Existing ceiling joists
New (2) PLY LVL
4 2 ami a�"..`��a.,'®�////
Existing decorative wood trim. �t`At'
Remove and replace in kind
Y
mar
�j rev n k �• +O
L .......a''
Shee
Incle
2 - LVL BEAM DETAIL 1.01 i Cover,Sheelf4 114 4 Ma°p°°
New MSTA 12 strap, typ. ea. side Scale:3"=t'-0" 2.01 -Notes
3.01 -Floor Plan
Existing wall at liquor room. Provide 4.02-Detailson
new studs as required to ensure (3)
studs below beam bearing New 4x4 post
New 3/8"0 expansi n bolts w/min.4"
embedment into b ick wall @ 24"o.c.
E tire length of post
RevBions:
New Simpson ABU
p rev. dote description
4x4 post base,w/ 11-214+ F.,e,!—.,dy
1/2"x 8"T.R epoxied
into existing floor
1 - BEAM ELEVATION slab
Scale:3/8"=1'-0"
Sheet:
4.02
L i-
2