2233 SEMINOLE RD - WOOD ROT 00 10 00 GENERAL NOTES CONCRETE REPAIR PROCEDURE: tAl�t>1
Where unspecified,all components,finishes and appurtenances shall be provided and installed in 1. Provide shoring as required to support the loads imposed on the element to be repaired prior to engineering Company
FASTENING SCHEDULE: kind to the original construction. removal of concrete and reinforcement. certificate of authorization no.29095
Contractor is responsible for the protection of the public and all construction personnel and must 2. Remove finish,if present. www.aitcengineedngco.com
Wood Framing: 1 E common nails3. Remove concrete around corroded steel reinforcing.Continue excavation of concrete until
Double top plates: spacing:12"
comply with all applicable OSHA safety requirements throughout the duration of the work. sound steel material with no evidence of corrosion is encountered.Take extreme care to avoid 11329 Distribution Ave West
Double top plate laps:number: naailsils Stagger. Contractor is responsible for obtaining all necessary permih to complete the scope of work. cutting reinforcement. 1acksonville,florida 32256
1
Double/built up studs:spacing:16"o.c.Stagger. 4. Abrasively clean existing rebar to an SSPC-SP7)shiny metal)finish,by means necessary. m��d�„me'�=m=o�op=avmam=�a��==me=error.
Stud to sole plate:number:(4)foe nailsThe construction documents represent the finished structure. They do not indicate the method of 5. Following cleaning,measure rebar diameter.
6. If rebar contains greater than 20%section loss,it must be supplemented with a new bar of the noni�oia rre,o�eie�e ru rompcMIspr°,hbrxanu
Stud to plate:number:(2)face nails construction. The contractor shall provide all measures necessary to protect the structure during same diameter with appropriate lap along side of the existing bar with adequate section.)see
Headers:spacing:12"O.C.Stagger. construction. Such measures shall Include,but not be limited to bracing or shoring for loads due to the Tables below for section loss allowance and lap requirements)
Other framing members:per FBC table 2304.9.1 construction equipment,etc. 7. If rebar contains less than 20%section loss,it may remain without supplementation. Proiecr rvame:
The engineer of record shall not be responsible for the contractors means,methods,techniques. 8. Remove all loose concrete to sound surface.Cut sound surface to form square shouldered and
Uplift Strapping:below all truss end bearings)inferior and exterior) 9 P q square cornered excavation.Edge shoulders shall be squarely and smoothly cut to a minimum Building
sequences for procedure of construction,or the safely precautions and the programs incident g
toss to top plate:(2)H2.Sa- depth of 1 not over cut corners.
Top plate to stud:111 Hl-every stud thereto(nor shall observation visits to the site Include Inspection of these items). 9, the depth of of excavation must provide 3/4"minimum clear space around any exposed existing Envelope Repairs
Top plate to header:SP4 @ 24"O.C. rebar and new rebar installed and must allow for a minimum of 1-1/2clear cover for new and
Stud to stud across floor cavity:(1)CST 6,length to provide 10"engaged into ea. Where reference Is made to various test standards for materials,such standards shall be the latest existing reinforcing ban. la:
edition and/or addenda. Any engineering design,provided by others and submitted for review, 70. Remove and reposition with appropriate la or deform existing rebar,where clear coverage is
Stud PP• 9 9
Stud to sole plate:Q)H3 or SP4. shall bear the seal of a registered engineer recognized by the building code of this less than 1-1/2"to achieve adequate clearance. Ocean Villages
Sole plate to foundation:1/2"0 Hilti Kwik Bolt III or equiv.Expansion anchor project. 11. Concrete shall be scarified to achieve a surface profile of 1/8'and be free of dust,oil,paint and
Condominiums
w/6'embed @ 32"O.C.&@ ends of platedebris prior to application of bonding agent and repair mortar.
Contractorshall so responsible for verification of all dimensions with drawings prior to start of 2233 Seminole Road
w/2"x2"pl washer construction. Resolve an discrepancy with the engineer dor to commencement of the work. 12. Install and electrically connect sacrificial anodes to the new and existing rebar at the
y p cy 9 p Atlantic Beach,FL 32233
Stud to header l21 CS20,length to provide 10"engaged into ea. Establish and verify all openings and insects for architectural,civil,mechanical,plumbing and boundaries of the repair area and at every other sunup location in strict accordance with the
King stud to foundation:(1)LTT20B,W/3"nails and cont anchor described above. electrical items with the appropriate trade drawings and subcontractors prior to construction. manufacturers instructions.Provide the manufacturers required minimum clear cover.
13. The Engineer or Inspection Agency shall be notified to visit the site prior to the placement of the
Double strap req.'s below girder trusses Contractor shall provide product submittals for all proprietary products to be used,which are not repair mortar to ensure that the repair areas have been appropriately reinforced and prepared.
specifically identified herein.Submittals shall Include product data sheets,installation instructions, - 14. Immediately prior to application of the repair mortar,wet the surface to which the repair mortar
Nails for uplift strapping:l Old stub nails,U.O.N. physical material samples and shop drawings lit determined appropriate by the engineer).But for will be applied to achieve a saturated surface dry(SSD)condition.
the physical samples,submittals shall be submitted as follows:(2)paper copies and(1)electronic 15. Apply low-shrinkage repair mortar with coquina aggregate to match,suitable for vertical
air surface per the manufacturers specifications. product
re air
Shear wall:as detailed copy.Material substitutions that are not approved in writing by the engineer shall not be used. alications to prepared re specifications shall be submitted to the engineer for approval prior to application.) P
Partial height blocking to top plate:(3)1 Ed nails per segment 76. Moist cure repair mortar per manufacturer specifications.
The materials and installation shall be warranted against any and all wafer intrusion and/or mold for '••�
End chord to top plate @ root 121 or ca 17. Remove shoring following manufacturers suggested cure time to achieve a minimum ., ✓�.
a period of following the date of final completion of the work. All materials shall be covered
End chord to end chord across floor Cavity:(2)MSTI60 compressive strength of 3,000 P51.
by the manufacturers standard warranty.The contractor is responsible dor coordinating with they '+
End chord}o foundation(3-story):h)HDSA w/5/8"0 threaded rod in Hilts 78. Repaired surtacesahall finished to match the existing surface texture and profile.
manufacturer and procuring the written warranties for all products used. T
HY 150 epoxy or equiv.W/7-I/2"min.Embed. 19. Paint the extent of the repair and peripheral area to the nearest plane change or wall disruption
with vapor permeable material match the existing. v °'
Nails for shear wall chords:1 Ord nails a functional,
shall be completed
aesthetically
in a craftsman-like manner with the highest level of care taken is ensure 20. Remove all debits and clean all surfaces affected by the work to match their original T
a functional,quality and aesthetically desirable completed project.All work shall be compliant with
voluntary Industry standard guides in all regards. appearance.
Sill plate to elevated decks:tori nails @ 4"O.C. ��� " 9p•
Sole plate to foundation:1/2"0 Hlti Kwik Bolt III or equiv.expansion anchor Ali repair details and the extent of the designated repairs are subject to field mock ups.Alta reserves
w/3-1/2"embed @ 32"O.C.&@ ends of plate the right to amend modify or change the drawing details or the extent of repairs to suit the site
w/3NYTEI washer conditions,as they are uncovered.For this reason,the owner shall engage Alta to review the initial STEEL REIN.F LAP SCHEDULE
demolition and implementation of all repair details.These drawings are invalid and void without such / ��,�y,
Cladding a review and confirmation of the adequacy of the design by Alta. CONCRETE LAP SPLICE LENGTHS(IN) ///TN#4 E62r2476,
BAR CMU(IN)
Soffitp oriels: per the manufacturers req uirements/FBC tables SIZE fc=3000 9i fc=4000 ei fc=5000 psi
Siding:I 1 gagee roofing nail 0301 30.77 CONCRETE REPAIR TOP OTHER TOP OTHER TOP OTHER LAP SPLICE Sheet Index:
spacing @ 16"O.C. 3 22 77 20 15 17 13 18 1.01 -Cover Sheet/Vicinity Map
Lath:type per ASTM C 1063 requirements Concrete work shall conform to f Fc=5,/318r and 28 days. Allncret concrete/repair h air a maxima w/cave a
minimum compressive strength of F'c=5,000 PSI a128 days. Concrete shall have amaximum w/c 2.01-Nates
spacing @ 16"O.C.Horizontal to studs x 7"o.c.Vertical 4 29 22 26 19 '23 17 24 2.02-Notes
Trim:As per the manufacturer's requirements ratio of o.6. 5 36 28 32 24 28 22 30 2.03-Notes
Repair mortar shall be SikaRepair 223 with water or approved low-shrinkage equivalent w/<15,000 3.01 -Site Plan
Sheathing: ohm-cm eleci icai resistivity with similar compressive strength and coef.of thermal expansion as the 6 43 33 36 29 34 26 36 3.02-Elevation
Roof sheathing:8d ring-shank nails existing concrete. 7 63 48 56 42 49 38 42 4.01 -Details
Spacing @ 4"O.C.Edges,w/i 5'of roof/deck edge&sheet perimeters Reinforcing bars shall conform with ASTM A615,Grade 60. Placement shall be in accordance with 8 72 55 64 48 56 43 48 4.02-Details
Spacing @ 12"O.C.Intermediate framing members project drawings.ACI 301,and the CRSI manual of practice. 4.03-Details
Floor sheathing:I Od ring-shank nails 4.04-Details
Spacing @ 6"O.C.to all supporting framing members. Admixtures containing calcium chloride shall not be used. REBAR REPLACEMENT CHART: 4.05-Details
Exterior wall sheathing:8d nails 4.06-Details
Spacing @ 4"O.C.Edges,fiM floor All concrete applied in thicknesses>1"shall contain aggregate. 4.07-Details
Spacing @ 4"O.C.Edges,second floor and above MIN.
Spacing @ 12"O.C.Intermediate framing members Aggregates shall conform to ASTM C33,with maximum coarse aggregate size of 3/4". BAR# DIAMETER' 4.08-Balcony Repairs
Inferior gypsum wall board sheathing:6d nail or#6 course threaded screws All exposed concrete shall have a 3/4"45 degree chamfer to match the existing,unless otherwise 3 11/3T
Spacing @ 4"O.C.To all framing members,where part of a shear wall noted.
Spacing @ 6"O.C.To all framing members,elsewhere 4 15/32"
Reinforcement shall be held firmly in position with standard accessories during placement of 5 18/32"
Fastener substitutions: concrete.All reinforcing shall be chaired to ensure proper clearances.Chairs shall be plastic. 6 43/64"
aeVa.
All nails are common nails,unless noted otherwise.The following fasteners are Lar,splices,unless noted otherwise,shall be Class"B"tension lap spaces per latest edition of ACI 318. 7 25/32'
acceptable substitutions.The alternate fasteners shall be spaced at the same Stagger splices a minimum of one lap length. Splices in top steel shall be at the midspan.Splices in 8 29/37' dare desnlPiion
spacing as the scheduled fasteners. bottom reinforcement shall be over the supports,U.O.N. - iux'i< fO''1B1a°""0"N
9 65/64"
Scheduled Fastener All Iles/stirrups shall have 135°hooks.
-REPLACE BAR IF DIA.IS
8d common nail 8d ring shank nail Bonding agent shall be an integral non-re-emulsitying latex emulsion,compliant with ASTM C 1059. <THAN THE VALUE LISTED w
Bra screw shank nail Application shall be in accordance with the manufacturers instructions unless stated otherwise In the O w
project specifications. ^-
lard common nail l Ord ring shank nail Structural adhesive shall be Hilt!HY 150 or approved equivalent installed in accordance with the VC0
I Oct screw shank nail manufacturer's instructions remove all drill shavings from hole prior to installation of adhesive. `C_^
meeo
6d cooler approved equivalent compliant with ASTM B418 and ASTM A82.
nail #6 x 1 1/4"type s or w drywall screw Anodes shall be Galvashield XP+ora ` w
Structural connections or details that are not specified in the repair documents Anode spacing shall not exceed 30-inches. N�
shall be constructed as shown on the original construction documents. ^.O
Anode cover shall be a minimum of 1-inch. 1
Confirm electrical continuity between anode and rebar is less than 1 ohm w/a multi meter
06 1600 SHEATHING 07 25 00 WEATHER RESISTANT BARRIER a It CA
0601 10 WOOD REPAIR NOTES
Exterior wall sheathing shall be 17/32"thick CDX plywood or oriented strand board or approved WRB and associated flashing tapes shall be by iypar Houser Wrap or approved spun-bond engineering COI71pOnY
Provide adequate shoring to support structure to remain prior to completing repairs.Remove all axial equivalent. equivalent,Installed In strict accordance with the manufacturers requirements. certificate of authorization no.29095
loads from members to remain prior to connecting new framing elements.
www.altaengineeringco.com
Roof sheathing shall be 17/32"thick CDX plywood or approved equivalent. Plastic corner guards by Waterstock or equivalent shall be used at f sill corners of all door and
Sheathing shall be removed where Its surface can be probed to a depth greater than 1/8"with a flat window penetrations.Do not use DuPont Flexwrap to wrap 3-sided fenestration openings.
13329 Dls n upon Ave Wes
head screw driver under hand pressure. Floor sheathing shall be 23/32-inch thick tongue and groove c-c plywood. jacksonville,florida 32256
Framing shall be replaced where where its surface can be probed to a depth greater than 3/8"wl'In DuPont Flexwrap or equivalent tape shall be Installed at all curved surfaces requiring flashing.
Floor sheathing joints and framing support shall be glued. A rued°v�,me P�°gedrm l I Beer°a=�ilAm-°r.
a flat head screw driver under hand pressure or where greater than 20%section loss has occurred. Tape all seams and joints.Do not use seam tape for any other purpose than taping WRB seams. o-t Of alt—ineerm°tune Is IrT ursted°°
rot aiw ewmeenw°ompamepy oicn<aui
g gyp to match the original). J nel,° Ing°°ndln—r—a,>e�we ,e.� d.
Interior wall sheathing shall be 1/2"or 5/8"thick sum wall board,( g' 1. S.A.F.shall be used at all other WRB joints and terminations.Remove all deteriorated or mold laden wood members in full length segments.Do not splice
formerly contiguous members without the approval of the Engineer. All sheathing shall bear the stamp of an approved testing agency. All fenestrations shall be furred a minimum of 1/8-inch away from the WRB so as to allow for drainage Project Name:
of a leaking fenestration onto and down the vertical face of the WRB.
Remove all deteriorated or mold laden sheathing such that both new and original portions of the Lay up plywood with face grain perpendicular to supports. Stagger joints.
sheathing span a minimum of(3)framing members. Flashing tape around fenestrations shall be 9-Inches wide. Building
Gap roof and wall sheathing a minimum of 1/8"at all butt joints.Support unblocked butt joints with Envelope Repairs
Remove and replace all deteriorated trim components in kind. Simpson PSCL clips @ 16"O.C. Any and all tape which does not adhere to the WRB or penetrating element shall be removed and
replaced. an
Provltle blocking at all shear wall sheathing butt Joints
Splice double top plates a minimum of the stud spacing,where replacement is required. .
If sealant Is Installed behind fenestration fins,all average or sealant residue shall be removed prior to Ocean Villages
installation of flashing tape.
Condominiums
06 06 10 WOOD CONNECTORS 071416 BELOW GRADE WATERPROOFING WRB shall be secured using button cap nails.Fastening shall be minimal and compliant with the 2233 Seminole Road
manufacturers requirements. Atlantic Beach,PL 32233
All fastening not noted shall be per typical detail or code requirements(FBC cable 2304.9.1). Below grade waterproofing shall be roller applied Vulkem 250GC or approved equivalent.
Staples of any kind shall not be used to secure the WRB in any way.Any fasteners other than button
All fastenings to preservative treated wood shall be stainless steel or Grade D Galvanized per ASTM A Remove all Ialtance from surfaces prior to installation. caps shall be concealed with seam tape prior to installation of the veneer.
123' All Interior comers and dissimilar material abutments shall be detailed with a 1'cant bead of Dymond
Weather border shall be installed as an air barter and shall wrap the top plate and be sealed to slab.
240 FC or equivalent compatible sealant.
All fastenings to exposed the the exterior shall be stainless steel. All penetrations shall be sealed to the WRB in air and water-tight fashion,compliant with the 4kd¢41l///
Membrane thickness shall be 60 mils(DFT)
Position fasteners 3/8"from the edge of panels/boards. Position fasteners a minimum of 2"from manufacturer's requirements.The use of flanged accessories is required.Non-flanged MEP
corners of panels. Installation shall be In strict accordance with the manufacturers instructions, penetrations shall be fit with Quickilash flashing panels by Weatherproofing Products.Inc.or
approved equivalent. •,tff� '���
Wood strapping and anchorage connectors shall be as manufactured by Simpson Strong-Tie Waterproofing not be exposed upon completion of the work. 16
ng sCompany,Inc.Or other manufacturer with current and equivalent i.C.B.O.Approval. All flashing laps shall be mechanically overtopped,adhesive laps shall not be considered adequate.
Straps shall secured with similar material fasteners. Install TREMdrain approved equivalent drainage mat and protection board to all vertical and Any and all imperfections,cuts,rips,tears,punctures or other defects shall be covered with flashing �(
horizontal waterproofed surfaces. tape prior to installation of the veneer.
All Simpson or approved equivalent wood anchorage and strapping devices shall be installed In
strict accordance with the manufacturers specifications. The WRB shall extend a minimum of&inches behind all roof fascia to wall abutments.
07 18 00 CONCRETE SURFACE DECK COATING
All Hilti or approved equivalent anchors shall be installed in strict accordance with the manufacturers A final inspection of the WRB is required upon 100%completion and prior to installation of any Ax
specifications. Deck coating shall be a Sonolostic Sonoguard 60-mil Deck Coating System with broadcast slice,sand veneer.
aggregate or approved UV stable liquid applied urethane deck coating. �
0610 53 SAWN LUMBER The base coat shall be a minimum of 20-mils. 07 46 46 CEMENT FIBER BOARD SIDING FL E Pli2476t
FL
Framing lumber shall comply with the latest edition of the grading rules of the Western Wood The concrete surface shall be cleaned,prepared and primed in accordance with the Siding shall be HardiPlank and HardiPanel by James Hardie or approved equivalent cement fiber Sheet Index:
Products Association IW W PAJ or the West Coast Lumber Inspection Bureau(WCUB). All sawn lumber manufacturers recommendations. board lap and panel siding.
shall be stamped with the grade mark at an approved lumber grading agency and shall have 1.01 -Cover Sheet/Vicinity Map
' minimum properties which meet or exceed the following wood types: Seal all cracks and perimeter joints in the cement board substrate with minimum 1/2"wide backed Trim shall be HardiTrim by James Hardie or approved equivalent cement fiber board trim. 2.01 -Notes
compatible sealant joints.Route all cracks in the concrete toppings slab as necessary to widen joint 2.02-Notes
Wood headers,rafters,joists,beams,top plates--------------#2 SYP prior to installation of backing and sealant. Lap Siding shall be a size and texture to match the existing. 2.03-Nates
r Wall studs--------------- #3 SYP or#2 SPF
Bridging,non-siructuroF----------------------------------SYP or SPF Broadcast aggregate shall be clean 0.4 to 0.5mm did.silica sand evenly distributed to refusal into a Panel siding shall be a size and texture to match the existing. 3.01 -Site Plan
kiss coat.(Aggregate shall not distributed onto the base coat.)All loose aggregate shall be removed 3.02-Elevation
All wood in contact with masonry,concrete,earth or exposed to the elements shall be alkaline from the deck surface prior to top coating. Panel siding battens shall be 5/16"thick x 2"wide battens.Battens shall be uncut along the 4.01 -Details
copper quaternary(ACQ)preservative treated. Preservative treatment shall be in accordance with longitudinal edges. 4.02-Details
requirements of the American Wood Preservers Association JAWPA). Installation shall be in strict accordance with the manufacturers requirements.
Fasteners shall be selected and Installed as required by the manufacturer to resist the indicated wind 4.03-Details
Stud cutting:side notches shall not exceed 25%of the stud width.Drilled holes shall not exceed loads for the subject site. 4.04-Details
40%%% 4.05-Details
of the stud width and shall be greater than 5/8"from the stud edge.Both notches and holes are not 07 20 W INSULATION Sidingshall be installed over vertical futon strips positioned ata the WRB.Fuming strips shall be 1/4"
9P P 9 P 4.06-Details
permitted to be cut in the some member. All insulation shall be un-faced fiberglass baits compliant with local building authority requirements. minimum thickness positioned along the stud lines.Installation of the WRB shall be as described 4.07-Details
Beam cutting:lateral wood framing members shall not be notched or drilled without prior approval Minimum R values are as follows: above in 072500.
4.08-Balcony Repairs
of the structural engineer. Minimum wall insulation shall be R 13 All fastening shall be concealed.
Studs shall be doubled at all corners,angles and wall openings.Openings shall have a minimum of Minimum floor insulation shall be R 19 Projecting horizontal trim surfaces shall be concealed with coated aluminum flashings.
one Jack and one king stud.
Minimum roof insulation shall be R 38 All penetrations through the siding shall be sealed to the siding.
Openings greater than 3'-O'shall have(21 jack studs and(2)king studs. reewiorc:
Studs shall be tripled below girder truss bearin Provide non-expanding foam insulation around the perimeter of all fenestrations to the adjacent Provide
minimum clearances to grade,elevated floors and hardscape as required by the
P 9 9 framing. date deml,fion
1489-14 farreneworry
Framed walls shall have a double top plate and single sole plate. Provide foam insulation at all wall cavities that cannot be adequately insulated with baits. All trim shall be installed with screws or ring-shank nails,compliant with the manufacturers
requirements.Conceal all fastener heads with sealant.
The sole plate anchors shall be placed with a minimum 2-inch clearance to the slab edge. Mit ^w_
Miller all flim joints splices with slope toward the exterior face. X%
Provide blocking at all exterior wall sheathing butt joints.
.Installation of all cement Liber board products shall be in strict accordance with the manufaciure��
Provide continuous blocking between supports at all hips,ridges,valleys and changes in roof slope. instructions.
Provide blocking in the floor space between vertically aligned studs. �®IV/�
B sheet: /'�
2.02
r
_ alta
07 6200 SHEET METAL
engineering company
All aluminum flashing shall be 6063-T52,anodized or coated with 70%Polyvinyfdene Fluoride IPVDFI
certificate of authorization no.29095
over a chromatic primer coating material compliant with AAMA 2605.
www.al}aengineeri ngco.com
Installation shall comply with the Sheet Metal and Air Conditioning Contractors national Association, 11329 Distribution Ave Wes}
Inc.SMACNA Architectural Sheet Metal Manual
Jacksonville,florda 32256
All components shall be sloped to provide drainage to the nearest edge. rrem,m>,„g IS the wopenym aga=ngn=eong company.
Any we o„=promalor,a thi me evnen=a wnnm
em at aoa engineem,g eompmry s achahed.All
All flashings shall be sloped to provide drainage to the nearest edge. ral of design amm,vem�an me ew,emy rewped.
Drip edge thickness:0.020” Protea eamm
End dam thickness:0.020"
Building
Coping cap thickness;0.032" Envelope Repairs
Cleat thickness:0.040for
Shroud thickness:0.032"
Ocean Villages
All flashing shall be secured with stainless steel fasteners.All exposed fasteners shall be internally Condominiums
gasketed stainless steel screvrs,capped with sealant
2233 Seminole Road
Atlantic Beach,FL 32233
All exposed edges shall contain a 1/2"hem.
All vertical terminations shall contain a 1/7'60-degree hemmed drip edge.
Flashing segment laps shall be a minimum of 4-inches,set in 131 transverse,continuous beads of
sealant. a
Isolate all dissimilar material laps and abutments with a generous layer of bituminous mastic or 40-mil
rubberized asphalt flashing tape.
Do not solder,mechanically attach or otherwise rigidly secure lapped flashing segments.
Lap end dams under continuous flashing segments.
07 92 13 SEALANTS _a
i
SEE SPECIFICATIONS
09 22 W STUCCO
SEE SPECIFICATIONS-FOR DELAMINATED STUCCO REPAIR
BrD.Newkirk
FL
FL PE 62676
Sheet Index:
09 96 23 ELASTOMERIC COATING
1.01 -Cover Sheet/Vicinity Map
SEE SPECS. 2.01 -Notes
2.02-Notes
2.03-Notes
0991 00 PAINTING 3.01 -Site Plan
3.02-Elevation
SEE SPECIFICATIONS 4.01 -Details
4.02-Details
4.03-Details
4.04-Details
4.05-Details
4.06-Details r�
4.07-Details
4.08-Balcony Repairs j
ftavis,ons.
data descripllon
11121.14 rareri .1,
®k,
�®A sheet:
2.03
Remove and replace
delaminated stucco where Remove existing paint. Coat all stucco alto
ePerform below grade walls w/elastomerc coating- tys. exce t engineering company
Y
waterproofing repairs at unit 7 parapet walls & patio knee walls.) certificate ifica}e
of authorization no.29095
www.altaengineeringco.com
11329 Distribution Ave West
jacksonville,florida 32256
Remove and replace all 1.hmwl°,I,the.....of oli^e Nlnestnt, m ,
AnVuse orr sprAA llan wlllwr rrg em dwllll
fenestrations perimeter " °'°°"�'^" OmpwyI'Pfo�t ""
mhlra ,I,nandl^�ml .� �.
sealants, typ.
Pral Nome:
Building
Envelope Repairs
ra:
Ocean Villages
Condominiums
2233 Seminole Road
Atlantic Beach,FL 32233
Remove and lreplace siding,
typ.
.' a
m.
4,
�� FL
Perform concrete repairs at
locations of cracks and spalls �� rIt) t
at window headers, sills, end Rfe"o Ne "it
FL PE 6206
wall edges, and other
reinforced concrete distress sheet Index:
locations 1.01 -Cover Sheet/vicinity Map
2.01 -Notes
2.02-Notes
2.03-Notes
Remove and replace all 3.01 -Site Plan
coping caps.Typ. all parapet 3.02-Elevation
Was 4.01 -Details
4.02-Details
4.03-Details
_ 4.04-Details
4.05-Details
Remove stucco along roof 4.06-Details
rake or side wall. Install new 4.07-Details
flashing and stucco„ typ. Paint 4.08-Balcony Repairs
w/vapor-permiable paint
Rexslon,.
tl.t. dtscril
- 1649-II fwlaviewonN
®'
LEGEND
�'c®^
End wall siding to be p cJ�
Install below grace waterproofing. 1 - REPAIR. LOCATIONS - SITE MAP Repair rear 2nd floor decks as typ. (,' shl:,;I.
s -Remove and replace coping caps. Scale:N.T.s required,typ. ®p
r•� -Remove stucco along root rake.Install new flashing&stucco. 3.01
t_ -Remove and replace siding.
alta
See detail 1/4.06 engineering company
certiflcate
w.alo}aengineeriniogncono.o219095
t 11329 Distribution Ave West
z jacksonville,flodda 32256
Aae a e theprwy of a h engneedn9 corn,
,—orw,T,ep,hh,fin w ihoW the eW—dv fn
�en.rh of a ,mlloengln..In,a ,t<P�ahlblleC All
t,mhe,en ane'n-m—a,e e.P,e„nee.
is
� 3 � � Ptolecf Name.
9
? a fr s
c�
-s Building
Envelope Repairs
:
Ocean Villages
Condominiums
2233 Seminole Road
Atlantic Beach,FL 32233
Wood deck repairs,varies at
each unit.See page 4.08
. G '
_m vN0 ,
i
$1� P�
1`
It
2 1 Nett D.Newkhk
03
43.f. - d02,. 2 :' FL PE 62476
-
403402(
Sheet Index:
1 1.01 -Cover Sheet/Vicinity Map
4.03
2.01 -Notes
2.02-Notes
2.03-Notes
-Site S e P an
3.02-Elevation
4.01 -Details
4.02-Details
4.03-Details
4.04-Details
4.05-Details
4.06-Details
4.07-Details
4.08-Balcony Repairs
ReWsbns:
date desctpllon
1480.11 mNeiewl,*
Scale:TYPICAL SIDING ELEVATION
�cF
�®*0 Sheet
y
3.02
alta
See Detail 2/4.01
engineering company
certificate of authorization no.29095
W W W.altaengineeringco.com
11329 Distribution Ave West
jacksonville,florido 32256
Too —Ing is the property of alto enpnee0ng cont.
rosteal ofalto C—aal eaesrry reo dPII
m arsga aaa maeMloaata exatecW re:erv.a.
Protect Name:
Building
Envelope Repairs
a
for
Ocean Villages
a Condominiums
2233 Seminole Road
Atlantic Beach,FL 32233
0
o� VIiIrKIrR'k''
7'Existing joist ��'� Q.�SE6 uMl "
Existing joist hanger #0-
Existing
Existing ledger.Temporarily detach as req.to
install new flashing. Reinstall w/S.S. lag a New sealant between full length of
screws in kind size &spacing to the existing doorjamb &threshold ��� F40.•'
.... `
New sealant r End dam, beyond
L Brett D.Ni
New WRBS.A.F membrane Fl PE 62476
a Sill pan width to match door
New furring E threshold width &trim width New sealant over backer rod w/ 1"weep holes sheet Index:
O1.01 -Cover Sheet/Vicinity Map
@ 24"o.c max. Fill weeps w/synthetic vents
New siding � 2.01 -Notes
New S.S sill pan,w/hemmed edges 2.02-Notes
Existing wall stud 2.03-Notes
3.01 -Site Plan
New sealant New trim 3.02-Elevation
4.01 -Details
SGD threshold New sealant 4.02-Details
4.03-Details
New S.S through wall flashing,w/end dams 4.04-Details
at terminationsSize vertical flange to fit 4.05-Details
.
1 - DECK TO WALL INTERFACE SECTION g 4.06-Details
New compatible sealant,typ. 4.07-Details
Scale:3'=1'-0" Remove and reinstall deck boards as req. 4.08-Balcony Repairs
Existing floor sheathing \
Ravuion.
1 tlofe tle'Crlpfil
(^] 10.49-14 krreriewardy
4%
C End dam, beyond ®�A
Existing ledger board, temporarily c ®I0 fiheef.
displace as required to install
new flashing
2 - ENLARGED SGD SILL SECTION ,I .O 1
Scale:6"=1'-0" 4
alta
engineering company
New furring certificate of authorizafion no.29095
wwvv.altaengineeri ngco.com
Existing header, remove and replace as req. 11329 Distribution Ave West
jacksonville,floddo 32256
Illiew,mel:In.ohro¢hv ornone�mmoorl oompnn,
New coated aluminum'?'flashing .nv ,e Or enmel Winouf the ev>need Ooh Ion
CO—ro Of alfa ondneenna oompmv Is o,uhb,t,d All
eghf,of deapn"01-.¢n ore ext reef
Existing wall sheathing, remove and replace as req.
PIOj¢CI Npm¢:
Existing door trim, I New WRB Building
remove and replace as req. Envelope Repairs
New 6"trim w/sloped head
I—
New seam tape Ocean Villages
I Condominiums
New head flashing end dam, beyond 2233 Seminole Road
Atlantic Beach,FL 32233
New coated aluminum head flashing w/
hemmed edge
``A��pnut�rgiq
1 ope
T, n gap w/interrupted sealant
New interior perimeter sealant,typ. joint w/ 1"weep hole @ 2'-0"o.c. Fill ��`��.,•••"�jSE
@ entire door perim. weeps w/synthetic vents `CJ 0
New sealant `� OZA� `W
3�' .
Existing door frame, remove &reinstall or replace =m ` X%0 * =W e
OF Z,
New low expanding foam insulation,typ. entire perim.
1 - SECTION: SGD HEAD DETAIL - SIDING ES `�
nrScale:3"=1'-0" sr¢tr.o.N¢w Re
fL PE 6406
Sheet Index:
New siding 1.01 -Cover Sheet/vicinity Map
2.01 -Notes
Existing wall framing, remove and replace as req. 2.02-Notes
2.03-Notes
Existing wall sheathing, remove and replace as req. 3.01 -Site Plan
3.02-Elevation
New WRB,wrap into R.O. 4.01-Details
I
4.02-Details New sealant 4.03-Details
New furring 4.04-Details
41 4.05-Details
4.06-Details
4.07-Details
4.08-Balcony Repairs
New 4"trim
New SAF flashing tape
Existing door trim,
remove and replace as req.
New sealant between WRB and frame rev. dal¢ do'O'i ¢N
New interior perimeter sealant, typ. New sealant over backer rod M9.14 fareel
entire door perim.
Existing door frame,remove &reinstall or replace x%�
New low expanding foam insulation, typ. A
entire perimeter
2 - SECTION: SGD JAMB DETAIL - SIDING C®�
Scale:T=1'-0" 10
4.02
- alta
engineering company
Window,seal jamb to certificate of authorization no.29095
sill intersections if Waterblock plastic comer guard or equiv., www.altaengineedngco.com
original window is typ.ea.Corner,beyond
11329 Distribution Ave west
reinstalled
Seal entire interior frame perimeter to Jacksonville,Honda 32256
New sealant WRB/tape 1h,o ,,,"a,,,M P,�e°.°,df,eroll°°mom,".
n"v ore o,A oro°odo"w1 h«1 III Ilo"
Stool,salvage or °° of Wo
replace to ma}Ch sent dI a"yineertne°om oofOro ,r-O-1
New self adhesive flashing tape over ""Atoltle1a"�'°'""`""`"�""°""'°"""`°
corner guard,extend full height of jamb
existing �,� Rrvpdrvdme:
� e sealant over backer rod
Sealant @ membrane New waterblock plastic corner guard or
lap New sealant,do not block weeps equiv.,typ,ea.corner,beyond Building
Existing wall framing New WRB,wrap into opening at jambs Envelope Repairs
�— — New self adhesive flashing tape(width and silt
per manuf.Req.) extend vertically onto Existing wall framing m,:
jambs New non-expanding New sealant Ocean Villages
foam insulation 00
Seal entire frame perim to WRB/tape. Condominiums
I
2233 Seminole Road
I � New 1/8"shim behind window fin atlantic Beach,x1.32233
/I " _x4 inorganic}rim w/sloped head Existing wall sheathing AI New self adhesive flashing}ape)width
I per manuf.Req.)
New 1/8"discontinuous furring )behind window fin)
——————— = New non-expanding foam insulation
New WRB,wrap into opening at jambs and sill ���stilfrrr�rl77
New siding We a3a/v8"sealant over backer rod joint `````S�```�'Kl�_77���'''
New furring `�%A, •' ,NSE /r•.,
New 3/8"Sealant cont. ` /Q C 0
Existing wall sheathing,remove and N p1
replace as req. New 4"trim .' 0 W
1- SECTION: WINDOWSILL FLASHING DETAIL - SIDING 2 - SECTION: WINDOW JAMB FLASHING DETAIL - SIDING ycP�
Scale:3"=1'-U' Scale:3"=1'-0" 4 AA
New 1/8"shim 'r •••' "'•�� �\
New flashing ' ��AMb6kkld `
FL PE 62476
New WRB,shingle over head fin,tape cut Existing floor framing sheet Index:
corners per manuf.Tape to head flashing
New siding 1.01 -Cover Sheet/Vicinity Map
Existing sheathing, replace as re 2.01 -Notes
New wall sheathing I 9 g� p q• 2.02-Notes
( New sealant 2.03-Notes
3.01 -Site Plan
New coated aluminum T'flashing sloped to ext. 3.02-Elevation
New nonexpanding — Inorganic 6"trim w/sloped head 4.01 -Details
New WRB
foam insulation I 4.02-Details
New 1/8"shim behind window finNew 6"trim w/sloped head 4.03-Details
I 4.04-Details
i 4.05-Details New head flashing w/hemmed edge I New furring 4.06-Details
New seam tape 4.07-Details
4.08-Balcony Repairs
— Head flashing end dam,beyond
New flashing}ape
Existing wall framing 1/8"open gap w/disrupted sealant joint New felt paper,discontinuous 1„ Revb°
w/(3) 1"evenly spaced weeps.Fill weeps 1/2" g Open weep (Do Not Seal)
Existing drywall return w/synthetic vents w/vertical WRB v" eme �s .pip"dI raOcngr,anN
Seal entire Window New soffit panel Sheathing
frame perim. New 4"Trim
New sealant New aluminum drip yo,
3 - SECTION: WINDOW HEAD FLASHING DETAIL - SIDING 4 - SECTION: ELEVATED WALL BASE - SIDING �®
Scale:3"=l'-Y' Scale:3"=1'-0"
�c
4.03
alta
engineering company
certificate of authorization no.29095
Existing wall framing, remove and www.altaengineeringco.com
III replace a5 req. 11329 Distribution Ave West
Jacksonville,Florida 32256
New furring 1x1,1. rf,�Pr�eriyfItO,PeOn9ComPa
.FnV ,eorth..1wlle
n„ae .
ngo na'GQHnQ11 OOn eswhlfl�ea"'
9Mx
New sheathing, remove and
replace as req. "°'e"
Building
New WRB Envelope Repairs
IIS I I-
New siding Ocean Villages
Condominiums
2233 Seminole Road
New DuPont flex wrap tape or equiv. Atlantic Beach,FL 32233
(tape to sheathing only along
top half radius)
New sealant
New exhaust vent shroud,w/ S�6
l damper 6�A W
1 m ? �o• � EW-
pF c Z
V_
q
� 4111t1111�
Brett a.N.kYk
FL PE 62476
Sheet Index:
1.01 -Cover Sheet/vicinity Map
2.01 -Notes
2.02-Notes
2.03-Notes
3.01 -Site Plan
3.02-Elevation
4.01 -Details
4.02-Details
4.03-Details
4.04-Details
4.05-Details
New sealant 4.06-Details
4.07-Details
4.08-Balcony Repairs
New DuPont flex wrap tape or equiv.
LI k°VW°°,:
New furring d°,° d°,r;nl,°n
w ID19.11 fareLFer,mN
on;I "
Ij
SM1 I:
1 - SECTION: EXHAUST VENT PENETRATION - SIDING
Scale:3"=1'-0" 4.04
alta
engineering company
certificate of authorization no.29095
www.altaengineeri ngco.com
11329 Distribution Ave West
jacksonville,flondo 32256
mi.a
—ma a tre prol of alta ax-olog=mconv.
Coa=t o�amonadnee VCO Preo.w omnteo
,reeofm,fnangme tocompon..I......nu
ien„wee:,aa o,mnuanu�o�e emressir��ervea.
Rolect Name:
Existing sheathing, remove and Building
replace as req. Envelope Repairs
New siding t"
Ocean Villages
New cement board sheathing. New P.T. sheathing. Condominiums
Provide 114" a at butt joints, 2233 Seminole Road
gap 1 Provide 1/4"gap at butt joints,
Fill with backer rod and sealant I Fill with backer rod and sealant. Atlantic Beach,FL 32233
New WRB
New furring
Existing sheathing, remove and
replace as req. I ````gt��rurnNp7j�i
New siding
New furring
N I New WRB
New seam tape P� E W
New compatible sealant – _
N New polyurethane deck coating I O
S.S or aluminum termite shield, %. ••. •• R • ��
New 3/4"sealant cant Existing foundation I seal behind w/bituminous �� ••`F�
mastic.Tape WRB to surface. �i�. ..... 111y�s�
Existing sidewalk or New seam tape sheet Index:
Existing foundation pavement surface. 1.01 -Cover Sheet/vicinity neap
° _ New starter strip 2.01 -Notes
2.02-Notes
N (D d d Q' N 2.03-Notes
U d 3.01 -Site Plan
3.02-Elevation
4.01 -Details
°
4 ° d, a New sealant 4.02-Details
° Landscape 4.03-Details
a °
d ° ° d
d4.04-Details
a 4.05-Details
° d d a" . . c d d 4.06-Details
° ° ° ° 4.07-Details
4.08-Balcony Repairs
4 4
d d d Rewm.a:
° _
dote °eSaiption
' - io-sie f«mne«cnq
1 — SECTION: TERMINATION AT HA DSCAPE — SIDING ° �
Scale:3"=1'-O" — — ^®
2 — TYPICAL FOUNDATION SECTION DETAIL @ LANDSCAPE — SIDINGk ,haat,
Scale:3"=1'-U'
4.05
alto
' engineering company
certificate of authorization no.29095
wwvvoltaengineer ngco.com
11329 Distribution Ave West
LNe
luminum coping jacksonville,florda 32256
mtr emmng r tre property m mm a nglne eeng mmpon,
d to drain to roof side n„ep,n�=Ilnnwllnaltl,ee,a=ord_d�
l of Arlo engl-orn9 company 1,elM,blled.All
fidb6 of derlgn and lnwntl—me expressly dee o
mbrane-run laterally
AS REQ.
New #8 x 1 1/2”screw @ 6"o.c. .T. S.P. nailer Building
New 1"P.T. shim Envelope Repairs
New cleat ((1) gage inless steel screw @ 8"o.c.w/concealed gasket. Do for:
thicker than coping) *E77 contact with copper. Ocean villages
Condominiums
2233 Seminole Road
Atlantic Beach,FL 32233
d
Ill d
dd `\\\\IIIIIIillll 1j7j
\`\\` ,........•• ....,,'1 ','��i�
New 3/16"0 bulge head concrete New sealant,typ.
� EW KIR i
screws @ 8' o.c., each side w/ min. d New 100%acrylic paint E
��
2"embedment into CMU a s `�'\;G�NS
a Existing stucco .'v ell" W
New 1/8"x 1 1/2"saw cut into CMU, fill w/shims as req. and seal �0 iL Z e
Existing stucco cut line. Remove all existing stucco below Existing window,seal jamb to sill joints
New backer rod,typ. @ % �`p'•
O
a New backer rod and sealant .� FL
jambs and head i� F •••••
New sealant around �� IadNh�rt ^\
d 2-piece coated aluminum reglet counter flashing entire window perimeter FL PE 6206
(Fry-Reglet Sprinlok-Type"MA" masonry or equiv.)
Sheet Index:
° New brush grade 1.01 -Cover Sheet/Vicinity Map
Existing metal 5x5 or flat roof base flashing
sealant 2.01 -Notes
2.02-Notes
Existing diverter flashing, beyondz o3-Notes
A
° (typ. at all deck edge to wall abutments.) 3.01 -Site Plan
III Inspect and replace or replace as req. d. 3.02-Elevation
i+) " 4.01 -Details
New compatible roofing sealantA.
4.02-Details
4.03-Details
Existing roof membrane or shingles a ' 4.04-Details
4.05-Details
New elostomeric 4.06-Details
a. paint 4.07-Details
4.08-Balcony Repairs
airs
°
d
°
Existing deck truss °
a .
° < Existingplywood roof d.
p Y� R¢W.pn,:
a deck
Existing stucco. rev. dei¢ d¢,c,;plon
a
<a ° Remove existing IfereMel
I paint frW surface.
A e
j d:C Existing C;A/'
1 - PARAPET WALL SECTION DETAIL AT DECK X.
Scale:3"=V-0"
2- WINDOW SILL SECTION - STUCCO
Scale:3"=1'-0" 4.06
alta
engineering company
certificate of authorization no.29095
www.altaengineeringco.com
11329 Distribution Ave West
jacksonville,flodda 32256
Ihb drawing Is the pathanY or all,e,grnee.ng—neat Any -
.enofofa'a e"n ei��eha-hedthe exa'aeonihnaa when
Iger:o,deal and avenLon areeplat,eaalld
Existing foundation slab Pr°;.°'Name;
Building
New rebar (if req.) Envelope Repairs
Existing rebar a:
Square shouldered excavation. 1 1/2"clear cover Ocean villages
remove all loose and cracked 1"min.excavation beyond Condominiums
material. fill w/ repair mortar existing rebar 2233 Seminole Road
Atlantic Beach,Fl.32233
n
Paint repair area to match
Existing crack/spall area �- CONCRETE REPAIR SECTION `�`�� . .W E!..... ,
New anode. Install in excavated recess to provide Scale: 1 1/2"=1'-0" Zr
�A, Z�
manufacturer's required clearance. '40.'
o 6� '_
UJTotal length of excavation = 2 x req. lap+ length of insufficient section +6"
FL PE 624]6
3"max typ.ea. end.
Sheet Index:
Square shouldered excavation. 1,01 -Cover Sheet/Vicinity Map
Lap existing bar Length of existing Lap existing bar remove all loose and cracked material. 2.01 -Notes
w/adequate section bar w/insufficient w/adequate section fill w/repair mortar 2.02-Notes
Per Table on 1.02 section Per table on s-1. 2.03-Notes
Existing reinforcement, 3.01 -Site Plan
abrasive blast to SSPC SP7 finish, 3.02-Elevation
m 4.01 -Details
measure for section loss. 4.02-Details
° ° °• 4.03-Details
/ ,° / ° So 4.04-Details
4.05-Details
4.06-Details
New galv.anodes 4.07-Details
Provide 1-1/2"min. 1 @ 24"O.C. and w/ New reinforcement, size to match 4.08-Balcony Repairs
Mclear cover 4.07 3"of the lateral bounds existing, install where required
to new and of repair area do to loss of section in existing
existing bars reinforcement.
Excavated area filled Existing crack/spall area
with repair mortar New coating on concrete surface
dd,d dax,�Pndh
1oV14 Framiaworfy
Note: If supplementary reinforcement is not required,
excavated area shall extend 3-inches beyond sound
rebar with full section and no indications of corrosion.
2 - TYPICAL BOND BEAM REPAIR PLAN SECTION �c0
Scale: 1/2"=F-Y' "ee0
4.07
alto
engineering company
certificate of authorization no.29095
www.altaengineeringco.com
11329 Distribution Ave West
jacksonville,florida 32256
TNi droving is rM Pr ces ty Odic eng we rng comdo,
ker reprowcon.nnddi me esprs,l iren
m or and edgmeenng comddny is wonidl All
'i Of design-iJm lion and'essly re-0.
Noject Name:
Building
Envelope Repairs
i.:
Ocean Villages
Condominiums
" 2233 Seminole Road
"1>1 IIIA �n � i 1 Atlantic Beach,FL 32233
L ,
BALCONY REPAIR#1 BALCONY REPAIR*2 BALCONY REPAIR#3 `�w•` .. SE °• '�'i�
Remove and replace ferrous joist hangers with stainless Remove ferrous deck board fasteners.Replace with Remove and replace damaged wood pickets. r V b 6
steel anchors in kind. . stainless steel fasteners in kind.Consider replacement of �(/?V 6�•1 y
deck boards with new P.T.S.P.boards as part of this work, _ •lyj
Nr IV sslC
00 F
� 1�' � I e,Fc 1 � 1 �o���•
&
.3 FL PE 6206476
rl
Sheet Index:
1.01 -Cover Sheet/Vicinity Map
7
2.01 -Notes
2.02-Notes
2.03-Notes
3.01 -Site Plan
3.02-Elevation
4.01 -Details
4.02-Details
4.03-Details
4.04-Details
4.05-Details
4.06-Details
# 4.07-Details
4,08-Balcony Repairs
BALCONY REPAIR#4 BALCONY REPAIR#5 BALCONY REPAIR#6 BALCONY REPAIR#7 ae�siom:
Secure all wood pickets with(2)#8x3.5"stainless steel Remove and replace corroded steel rail brackets. Remove and replace corroded miscellaneous hardware, Remove and replace damaged wood structural dmd de:l
screws. Replace with stainless steel brackets in kind. brackets and fasteners where encountered with stainless members with preservative treated material in kind, - tan-u rdri.neworry
steel material in kind. where encountered.
6c�®�
1 - BALCONY REPAIRS sMee
Scale:N.T.S
4.08
alto
engineering company
certificate of authorization no.29095
www.altaengineenngco.com
11329 Distribution Ave West
jacksonville,florida 32256
Ili TNs droving is rM Properly Odic enpreeimn comdo,
prodocon.nnpm me esp�roe t:en
kem of�me engmeenng dompdny is wonidi All
li d design-tl—nllon and apvessly re-0.
Noject Name:
Building
Envelope Repairs
i.:
Ocean Villages
Condominiums
d 2233 Seminole Road
Atlantic Beach,FL 32233
KI
L ,
BALCONY REPAIR#1 BALCONY REPAIR*2 BALCONY REPAIR#3 `mo •` �'0E °• ''�i�
Remove and replace ferrous joist hangers with stainless Remove ferrous deck board fasteners.Replace with Remove and replace damaged wood pickets. r V b ro
steel anchors in kind. stainless steel fasteners in kind.Consider replacement of �(/?V 6�•1 y
deck boards with new P.T.S.P.boards as part of this work, _ •lyj
a XXO F aZc
FLOC`
,p 4 ,fie
si II�
lawkrk
d R.PE 62476
Sheet Index:
1.01 -Cover Sheet/Vicinity Map
r `
- 2.01 -Notes
"- 2.02-Notes
2.03-Notes
3.01 -Site Plan
3.02-Elevation
4.01 -Details
4.02-Details
4.03-Details
4.04-Details
4.05-Details
4.06-Details
4.07-Details
4,08-Balcony Repairs
BALCONY REPAIR#4 BALCONY REPAIR#5 BALCONY REPAIR#6 BALCONY REPAIR#7 lle�mm:
Secure all wood pickets with(2)#8x3.5"stainless steel Remove and replace corroded steel rail brackets. Remove and replace corroded miscellaneous hardware, Remove and replace damaged wood structural dme de:l
screws. Replace with stainless steel brackets in kind. brackets and fasteners where encountered with stainless members with preservative treated material in kind, - tan-u FurreWewdory
steel material in kind. where encountered. 0
4%,
04,.
00
1 - BALCONY REPAIRS sMee
Scale:N.T.S
4.08