10 10TH ST #23 - RENO. DRAWINGSODES & DESIGN STANDARDS:
jo"da
13u_ Ming Code - Residential 201
lorida Building Code 201 -1(as applickle)
,SCE 7-10
IDS -0 5
'PI 1-07
SCI 318-05
VFCM-01
DESIGN CRITERIA:
3UILDING TYPE ENCLOSED
3ASIC WIND SPEED 130 mph (3 sec.
XPSOUIRE CATEGORY D
5UILDING CATEGORY It
INTERNAL PRESSURE Coef. +0,18/-0,18
ImAx. i Hr-lol, SPAN -FLOOR 101
01
FROM SECOND FLOOR ADO
AN .0
0I"
MAX. I i, -o,, SPAN FLOOR JOLT
DESIGN LOADS.
ROOFS
LIVE LOAD
DEAD LOAD/SHINGLES
DEAD LOAD /TILE
DURATION FACTOR
FLOORS
LIVE LOAD
DEAD LOAD
DURATION FACTOR
CEILINGS/ATTICS
LIVE LOAD/NO STORAGE
LIVE LOAD W1 STORAGE
DEAD LOAD
WIND LOADING
DURATION FACTOR
51ESMIC
PER CONTRACTOR 1 11
FOOTING AT CORNER
LOCATION OR END
OF NEWLY
INSTALLED HEADER
24"x24"x16" DEEP W1 r
MIN (2) 44 CONT
REBAR_
PLEASE VERIFY OR MAX. V-0" SPAN FLOORJOIST
ENHANCE TO FROM SECOND FLOOR ABOVE
SATISFACTION OF &
BUILDING OFFICIAL. MAX. V-0" SpAjqTFLOORJOIST
FRO THIRDFLOOR ABOVE
L
MAX. F -O" SPAN FLOO JOIST
P'
FROM SECOND FLOOR ABOVE
'JOIST
ABOVE Vp
MAX. F -O" SPAN FLOO JOIST
FROM THIRD FLOOR OVE
EXISTING FOUN A�tION' PLAN
Al I - N/A
SCAI-E.
20#/sf
7#/sf
20#/Sf
1.25
40#/sf
12#/Sf (Including CIn"q Below)
1.00
1()#/Sf (I on --concurrent)
20#/sf (Concurrent)
5#/Sf
PER TABLES
1.60
N/A
JOIST
MAX. 11'0"' 9PAN FLOOR JOIST
D _FL It"
FROM SECOND FLOOR ABOVE
11,0" SPAN`
p N FLOOR JOIST o,r SPAN FLOOR JOIST
NIAX. I V- A
(2) JACY, STUDSIM
KING STUD
PER commACTOR',
LOAD -BEARING
F OTINGS ARE
�31
i,fCATED Al
F LLOWS.
L
r I -
It
WALLS TO BE REMOVER [_�H-
L3111A
_f IAN
INSTALL IPLY 42.
SYP 2x6STUDS @ 8"
O/C THROUGHOUT
2'-3" LENGTH.
-------------------
-------------------
.111-0,, SPAN FLOOR JOIST
.
FROM SECOND FLOOR ABOVE
MAX. 11,.0,, SPAN FLOOR JOIST
c��
FLOOR JOIST
,ROM SECOND FLOOR ABOVE
MAX, 81-0" SPAN FLOOR JOIST
FROM THIRD FLOOR ABOVE
FLOOR PLAN
SCALE: N/A
K9
ne
CASTILLO
i�mup "-
Designersi.im
Engineers
YOUNG AMERICAN
023 10 T5_1 TR ST.
ATLANTIC BEACH)
FL
mm"o
(2) JACK
STUDS MEB
(1) MG STUD KITCHEN WALL
REMOVAL
PER CONTRACTOW, XVUt I
BE AMNG ON OUT91M WALLS
Michael Glynn Holder, PE
pf,ofesgional-,Engineer
F Lice so so, 19215
"'Ce
6650 Roosevelt BlvdL
jackadnvill- FL 32244
TolZR660-62-M
F1 W *. 31137
SHLu A I
I of 3
ED FOR CODE COMPLIANCE
CITY OF ATLA�}4TIC'#' BEACH
SEE` PERMITS FOR ADDMONAL
I IP"w -'AA
REQWREf011&'_',NTS AND CONDITIONS
REVIEWED BY: Jf DATE: P-7
a
GENERAL Nt3TESr
e 'n -d
t Ali notes, dmwiags; details, tables; references and specifications dcpicted within these engine, t ng
-d
nr tos,,drawings,'details, lablcs; refereaces and spccificatians depictedh
thorough understanding. `
d at die clicnes T uest io ensure the structure depicts P
2, Thcsc engineering documents have been prepared e9q the to
Florida Building Gode Residential, The originates scope tic irork is inoees scope wok st actiftcaliy excl
Waal nature. Additionally, Uue t 8 PC or no
as alt cicmcnts of a non•struc
etc. Arid nuc cngineet's scope of work speciGceily «l csdwith d>o sppli abl portions aof the aforemen i
documents, to thcbest of tis artier knowledge, comp
slated !unitarians is purely incidental io the estgtneer's scope ofwork and shall be responsibility of the
3. 'fbe suvchue depietcd within these engineering documents, sudess specifically noted herein d tithe
and the improvements lasered there upon. In no core shalt the structure dejpiatcd herein cr sited at an
on a site mctting the criteria for or otherwise identified as a flood zone "V w1lCss dtcsC cnsinceelnti
4. The dcsign(s) depictedwithin these engineering documents hasiitave been prepared oN� of the e
design(s) and documents and the applicable laws, codes, at al. However, should any p
engineer, which will result in additional foes due to the engineer for the additional services provided.
5, These engineering documents may be used one -time -only, and only at the specific site or location
6, Use of these documents far any Purpose constitutes the understanding and acceptance of the terms
7. Verify structtue orientation wide architectural drawings and site plan or survey before commericin
R. Any discrepancies between these engineering docthmCnts acid the architectural drawings, cyte pt
discrepancies have been resolved
e boon prepared Consistent with the ruchitectrual drawings and
9. These engineering documents have P p
10, Unless specifically depicted within these angincering documcnis, the engineer bas not been roe
11. These engineering documents should nov" be scaled. Wall framing Should be based on the 5
I2.11tesc engineering documents inclu Citi of the sbvt lural elements stlec d heresin may best xec
size, grade, species, quardity, strength
13- Tliese engineering doodOIC11 s include multiple pages with cross-reforonces. All Pages of the e
14, It is the infant ❑f the engineer that the structure depicted within those engineering docuincats b
and shat! perforuu their rospcctive functions in conformance vrit ale PPPli �, all construction azisin
too appropnato controllilig authority(les) or their designee(s),
of appropion} shall be issued for the structure depicted within these engultori tg dopuntants, nor
consistent with the drawings, details, tables, references and speciEtations depietcd tvitliuh these rng
15. It is the sole responsibility of the contractor(s) and labor contributors executing the designs
throughout the construction process. Furthermore, it is trio sale responsibility of the cbmacing s)
and approved. Bracing shown throughout these engineering daromenu is permanent bracing and
lb. Yet to-be=installed building materials - such as gypsum board ("drywall*) acrd roof shingles o
these documents, 40fi/sf far Boors and 209/sf for tvofs.
17. All materials spccificd within these enginecring documents ghat! be installed properly, di n w
r
18. These enginnecring docuril lis have boon prepared using the version of the Florida Building
engineering may become outdated and invalid for use if the documants are not submitted to the
documents shaft becomo null and void and shall be retained to tIth
engineer, who may subseque
19. Engineering documents such as goose depict a design that is frnpracticai and ecOnls f
opportunities for errors and conflicts to arise during the execution of the design(s), Because of
t the structure) associated wide providuig the engineering sorviecs as dapteted herein, causes the
t
20. These engineering documents and the designs and ideas expressed herein are an
instrument
I consent of the engincer.
21, These engineering documents have been prepared for the specific Site or location idmvnutitfdt sd
reasonably available may include local government GIS maps and/or satellite imagers'"
documents and authorizing construction from them, The engineer shall not be liable for any c!
CC doruitril uaorprioclti initiating constrtuauan of �luf one de ti tC ed 3 ted'herem or, providing labortind/or. materials far Utc sartic. Labor andior materials suntl only he £urrrished try those persatu andlar entities with a
sit atom encs shall be'rcviewed tpy the clicnrand each matt iyiil won bf and safety practices required to exe�hitc a design such as t p wi' in thm documents), 8201,1.3 and 1,301-2.1,4 along will Tables 1t301,�,1t30a1 � Qahhre yell
cum ,recti du elements of
ons c noted � elirmc
lc e " e iii all other 'Film its +,yell as a thorough 1„ iSections of 03 throb ions twill! .) {excluding" float" design, unless n c y
a Building Code, ssalor Sections Ructiirit loading requirement~ as outlined in tax aforementioned seetyons,,flue code: andedtechhirieal, enviromnental, site within
tri duziinage}.
e ,vitt, Sections IE03 through 1607, 1 G09 and 1414 of the Flatly#� construction necessary to confbm� to ar�vith the s 3
is in compliance required to depict„� ut F” specified herein), ctc:l t.s well as other d"ssciplines of tic-, C etingefficiency ate. nl C plumbing,w> that the structure dcpicted wiUun these
ssagherein p
essary analysis, drawings, details and sl oatmnnti/or floor iters design, engineered wood products design(ex t - ills canines Of the nforetaenuuned coda sections and
functions delegated to others [i re rosccuari lrtfiltrauon andlor resrstanec: tcatsiavncC to wood dersoyirig organisms (WD{} ), fiithin t ere d , anergy efficiency
des en ineertng and Pods safetY, mOtstu P iii their fitness for arty purpose. Any data included within pulse dOCuments that address elements bcyand the spec
sttuctursl nature, including but not limited to cgress
ode and mikes no other claims, warranties or guarantees relative to diose docwy - to with rG •v . o establish the minimum appropriate building elevation for tine subjcet site
tined sections of the c star andlor building Official, individually and collectively - to design accc�tat imr ar otherwise verify ns appropriate for tuts intended pwposC.
appropriate entity - i.e. owner, architect, contractor,
iatcd effects UsCSCof. It is the responsibility o£ other - Le. tiny"�. orchitCer, contractor, site developer andigrinuilding offtaial, individually and Collcaa e y t
been designed to resist flooding ar the ossa EMA and enhanced responsibility
the local controlling anduorftty, or as presort'bcd by the comrotutity enginccring and approved by the local Controlling authority. Furthermore, the structure depicted herein shall not be construe
ise, tins not be gne rewribed by F
Iovation less than the minimum prescribed by FEMA, P
r to the desugti(s} depicted herein are resistant to the potential effects of V•class !load zones. oro from flawed, incomplete or ambiguous data provided to the
ocuments speci.ically uidrea rides having jurisdiction and, further, the engineer is not aware of any cI ant or orris the cn r or
omission
m 5 i arose
d within a design(s) or doauricnts, nor of any itxonsiste°cies behveen e
� th the applicable laws, codes, standards, rates, etc„ (referenced Itcrein) as interpreted and etc cedpots by local autho date to the CO
doeurnertis or addendum thereto.
p
'nginee; ing documents be found to include an error �material
t� r�'s�or lobar costs arising from
mrthc r+:visian, correction dar up correct tlic doctunenl(s} to a tzitiCly fashionwithout additional fee 10 C
The engineer will not be liable for any increase
• The desigri(s} deputed herCits may not be used to execute (a) subsequent stYttCtxtrc(fl) or elements there",° `tar shall the design(s) be executed at a location other ,linin the one sitO or lacatian specified lucrein.
dcntificd herein
rid conditions outlined hemim
C leo not commence constworina if a conflict's preset .
' tar before the totriuthencunent of corhshuction end ria cunsuvctyon s4ta1] protect until the discrepancies are resolved. Should discrepancies be discovered during construction, cansttuetionshouldsease until such time as tiC
survey and/or other data or information shall be repotted to the organ
Mons and other specific iunformation-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of die rcglicated information or for claims wising from Ute use thereof,
�atails provided by others - that include dimensions. Opening lac
e rences included in the =Wte'ratal drawings.
aware of nor accounted for other components, elements or systems thatmay he intended by otliers and could affect the Perfono.+nce andlor serviceability ofthe upon notes of structure depicted herein.
t nates taunted herein, Fall fronting shall not be assumed based upon the "staled" wall vridth dcpicted on these or any other d t, inSg, or based edes urfannotion of a similar nattrra that maybe Shoivtt or li'e associated arctiitactural drawings. Additionally" the
table(s), speclCcatfons and/or the relevant p 4
c species, quantity, without additional review or analysis by the engine", unless specifoally prohibited by the engineer.
d uanti strep etc. of !readers. baeins, columns, posts, studs, joists, raftOts, sheathing, footings, reinforcing, connectors, fasteners. eta. This rnfomtatson pets
ded or cnlianced, within reason, at the discretion of Uhc asci v fore said methods of eonstmeting the structure depicted herein
ft for any purpose. If (a) pagC(s) of the engineering tkucummus islare missies„ illegible or otherwise unusable, obtain complete and legible documents before proceeding with intende use.
documents should be reviewed and understood before wing tar it bahe ns Ondbeen issued to execute the design(s) n(s) dcpicted bereut by
,wccnnB an use icted ht:rein. All contractors - including materials and/or labor eontributars -arc WO responsible
perm (s)
authorities having jurisdiction over tho construefion andlgr tied for on urpose until a) they have been revia vt:4 b) they havotpee aed v onbend �fo odato e�aiistYtiaUon progrexsrs f>ssther: Na t ertiftcate of Occupa try s, similar statement
executed in conEartnance with all rcquaeunents of the action thcrcof, be us y
halt cl ecicd as required by the authonty(ics) responsib11 for the issuance of any permil(s) and stud! pass eachreq P
ons, codes and standards. Under ria circumstance act hand e`engineering
is s ceRbc a sp eats, nor anY P
within Utero engineering e atuUtan (res} havingjtutsdietian °ver ale COnstctinn wdlet occupancy o£ said strucaurn have conftrhaed the slriicltuc is safe, sound and in carnpliasxe with ill applicable laws rules, Codes, etc., and
front the design(s) depictedse, until such time as Ui ty _
all the structure be occupied Or otlrorvise used for any Pt's
documents. the sa£ of those provponents
iding the labor and materials necessary to execute C designs,otentaand c ents depic ed owtt the
a these ddoocuments are prop0r installed, and its silb-clerocnis andfor inspected
nccrutg
�psetad within these cngineenuigg dOcumcnts to datarmittC the praPererection pracedt:res stud sequences regtiircd to inst++e
belays to round, appropriate and adequate temporary bracing necessary to maintain a sefc. Plumb and level structure durigg the tonsirucuan process, with such time as all o£ ne s
d labor conte P
should not be confttsedwith or substituted far the aforementioned temporary bracing
°"" cats scall be evenly distributed over an ercjiansive arr�.so ,!tint the weight of the unv,nstalled materials does not cxaccd the allowable live toady. of thella°r or roof, Unless indicated otherwise within
tiles • placed an the floor(s) or roof(s) of the structure depicted within those engineering docuun approval document
ns and instructions provided by the manufacturer, Or as oUtesvvise indicatedby the code ar associated Product app
xl;man like manner mad in accordance with Ute directions std thele°n) applicable at the time of the preparation of the documents. a the f the edition
code, standards and acs at Relator lei etin c routine) o undated and/ed or supplemented, the
associated standards and design methodologies refercn_ dlora ah pl c ble a ctioR be delayed beyond the applicable eHecfive dote
o eermitting or construction rttaic than one�(1) yeardaferttheir date cc nigiinal issue
nal
C de and/or Florida Building Code - Res nt
ydent'sn1(along with the
and/or
n and enforcement agency (and subsequently used far tivnstnictiaru) in a prompt mnwer, Should pCtmittco en
1 al permitting e structure as dcerncd app! .able) to the current edition of the appropriate Code, standards rind!°r methodol°gees' l° n° ca a scall theEinimiza
d°ttmtents pVery nature
cd to update or reengineer tri stn ( throughout their reparation in an effort to the potential far errors,Omissionslceamm aced This, combined withr ConGICtS' However' the the relatively
low process e (relativetothe cost of
y he contract P
rue " Pare ase, opportunities do Cast fOrtha design to require additional of%rt once cottstnt
a1 y uafeasiblc to fully test Or prototype pylar to executi of tial conflict, ambigv ty, inaccuracy Or oversight of safety
have C pit plied p Contained herein are Prohibited without die expressed written
inherent inability of the engineer to foresee every 1 ideas and/or elements
e grocer to be unable to accept "back -charges" for errors or omissions contained vrttwn the desio�u(s) deplcttd herein
and intellectual property of the eogincer. por cause, upon notice, the documents shall be retained to to engin+ er tri ircir entirety i,eproduChons of the dccumcnts, rue design(s), location of the eonsttuction depicted herein. T IMSc MEOW=
�f service and remain the physical Prior up a roving !hers
e gudio Official shall verify the wind spud, cxposttcc and other design criteria shown heroin to be correct and sprdtaridtai code -compliant pp
roving
has used resources reasonably available to him, based upon die iaftttmaanatrot yi try Uta cf£icnt to determine the appropriate wind
v expOsr imagery her da'speed and expos=f S used by him to aid Ln designating
herein, as relayed to the engineer by the client. The engine available map tu?
p edmaps published by die local eontrollutg authority and/or the state DCA, nudlnr Other commonly
s raising bora inaccurate wind speed and/or exposure designations based upon the site or location information provided to him by the client (Or °tkiars)' at' for the eccttracy a rase mapping
SpEC1F1CAT110NS t es au "intersecting floor system" and should not be used to support Platform framing tinless silocifroatly
° Y ors and some
intermediate roofs do not quslii}r
1l'oOD pT"E WALLS nosed or IatfDrm_framed') when fully -braced b an intersecting slicatbod Boor system SWit ,stair string
continuous and un ntenirpted between points Of lateral support
l , Utdass otherwise specifically indicated within these doCtunents, vcdicai wall framing (spuds may only be interrupted (i.e. broken, p F sure Preservative treated. larger than 2x6 shall be #2 SYP lumber vhf maximum 19"fo maishurc content
designed to do so and specked as such by die engineer. All vertical walS framing (scuds) iliall (studs) larg
Stud Crede SCF lumber, as indicated on filo plans) andlor table(s), wt maximum 19%moisturo content - cxCnpt as noted or specified otherwise an the framing plans and/or details. All vertical wall frattiing
2. All tog- and shot- or solc•plate rnatetiaf shall be #2 5YP ltutrtbca wt maximum 14'/a moister content Shoe- or sole -plate material in Contact with concrete or masonry shall be: pie p
3. All vertical wall framing (Stu! -including "jacks' and "trsrtuners" - turoua;Ih2xS shalt be #2, 3 or 8th alai as a sltear-wall or portal frasrre wall may use SP%blaCking- be !ner-1:11
hunters otherwise noted or spcc�t d on framing plans andtor details.
l flaming shall meet or cxCccd die spec
iFicatforts for and species of the studs specked for the same wall, except walls that are specified as SYP and ora also n_ot design
( y
nand ad'atcnt wall may serriain dd%reitt thicknesses and Ute column`°wrsppcd" with n finish material (i.e. gypstttn, cte�) and ]eft semi -exposed is,lo an interior apttop within
' vertical oval g the wall to specified either in the stud fable s) or relevant In such ithstrutces, an of flue follOwtng three options Huey he used to resolve the conflicting thicknesses: a} Tlic thickness of the adjacent watt frunung n>,y
4, All required 2x blocking m
rested to conceal
l the additional analysis to determine if as engineered wood (EWP) or structural steel column may las used Within the allotted uvafl cavity.
5. Ttu some instances, chose engineering, documents may include a specification for a salaam 'thin avvell where Uue size of the column cxcccds the Lhialauess o sP
at of
so as
to conceal Ute , tie see n of eer naluain within the wall, b} flee ❑djacent wall C c bo � R I,d•catical the en�eer may be contacted taml req n so as t provide
tl the thickness of the column widtui the wail, tit, c}The solum 1
ale
the scuciure. Additionally, if nOnc Of ilio Uucc aforcmen6oned options arc constd r
FIELD FRAMING
1, Limired elements or areas ortlte design(s) depicted within these engineering documents mr
radiused floors and/or walls, decorative or volume ceiling treatments and similar, non -typical
execution thereof shall be in conforniante with all applicable; lativs, rules, lades, etc. and shall
Gi ,
ference "field fran+e" or sitnifar, At these confuted locations the engineer has determined that it is unnecessary
to establish a damOttsttable desipai for the specific application, ►hese elements or applications may includc stairs andlerlandinss, plant t$relves, widows walks,
r m er organ or entity responsible for lite execution aE the constriictian depicted ,,orcin to create
or her onvn design for elements or aPlllycatians specified as -field #'taming" or similar. The dCsoii(s) and
include the label O
instruction and/Or accessories. As such, the engineer has deferred to the tantractor oro p
-to the executed to die satisf;ctiOn Of the Building Official.
The
ST IL 0
�i.
Grow
�Y Uzi
Designers. -
Engine ers9
esigners
Engineexs9
YOUNG AMERICAN
a23 10- F_:1Vr9 ST.
ATLANTIC BEACH,
FL
UNION
g.g-18
MEB
KITCHEN WALL
REMOVAL
Michael Glynn Holder, PE
Professional Engineer
License 0.16215
i
r
6550'Ra%evelt Blvd.
Jacksonville, FL 32244
&t L-1114) 6-bZ
AL ( VIT
" No. 39-131
SHEET B1
2 of 3
SPECIFICATIONS:
FOUMATIONS CONCRETE & MAsoNRY
1. The foundation design(s) depicted within these engineering doc�
available at tile time of their preparatiom The design(s) depicted llJ
experience movement throughout the useable life of the structure.
drainage, maintenance, the construction of partitions above floor $'
2. The foundation design(s) depicted within these engineering, doe
design lateral load (at -rest pressure) of 6o#/sf per font of depth wii
notified of the conditions and no further construction shall occur t
3. Backfill should not be placed adjacent to the foundation walls i
4. Refer to the Geotechnical Engineer's report for all soil and/or si
satisfaction of the Building Official.
5, All foundation pads depicted within these engineering docuine
6. The location of steps, jogs and top•ofµwall and/or top -of -slab e
engineering documents, it is understood that some of these items
effort should field revisions merit.
7. Tlie building site shall be cleared of all top soil and organic m
non-organic, undisturbed soils compacted to a density of not les
and/or SP -class fills with any organic materials removed. Fill, a
density of not less than 95% of Modified Proctor Maximum D
Official, as deemed necessary to achieve the minimum required
8. Minimum compressive strength of all concrete used for f o>ul t
9. Where indicated, cores or cells of block masonry (CMU)
10. Reinforcement shall be detailed in accordance with ACS 1:
.
1.
led soil design parameters and accepted engineering design procedures eC�and � is zed that he foundation upon the best nnformation
camponents will
nents has been completed in accordance with recognized standards, recommended of it expansive soils and/or settling of subsurface soils, It must be recognized
tended to minimize differential movement resulting from the heaving p e
e in oil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface
rein islar
,ubSequent owners and/or occupants of the structure shall be apprised of the s elements near the structure that could affect future perforinane capacity of not lass than 2,000#/sf and a
abs finish wort: on or above the floor slab and the locating or constructing of secondary n shall cease immediately and the engineer shall be promptly
flat welt drained building site featuring exclusively non-expansivels oconstruction
o�il w ►� tzo allowable soil bearing cap tY
iments has/have been prepared based on a relatively ,
level back slope. Should site conditions be adverse to- or otherwise inconsistent with the aforementioned parameters, braced or shored to prevent damage to the wall.
ile
ntil the engineer has provided additional direction.
aci. in the absence of a geotechnical engineer's report, the site and soil shall be prepared to the
ed adequately to provide sufficient strength
and have been anchorearin t ce {loofysystem above or otluerwi.se proper y
ntil the walls have cur q
to preparation requirements necessary to achieve the requued minimum 2>OOQ#/sf soil be g `�' s indicated otherwise.
ese
elevation changes indicated or otherwise known to the engineer haveould require been ted additional athanalysis and
e formed to the dimensions as indicated and substantially centered beneaththe asdsociated column or wall, unless d herein and
its shall b
ievations are critical to foundation performance. 'while the location of those , eps, J g
The design(s) deputed herein can only address the proper foundation► configuration as specifically depleteconcrete shall bearupon
may change during actual construction.
on clean GW-, GP SW�,
or an additional five feet or more beyond the perimeter thereof. Unlesstiv the bottise ind
oin of the footing or slab; Of, up icated, all footings and flat co ed to a
�tter beneath the planned structure location, as well as f
Maximum D Density' (ASTM Di.557) for a depth of not less than two feet (24 inches) Belo the direction of the Building
o f modified Proctor M Dry compaction thereof verified as previously referenced) and added in one foot building1)sie or ad each lift shall be compact
than 95% M
required, shall be placed atop non-organic, undisturbed soils (with the comgac i
m s ecifications may be exceeded or superseded by either a geotechnical outlined herein�g report specific to the
Density (ASTMD1557). These minima p
000#/s soil bearing capacity, but in no case ilial/ the site be prepared to a lesser degree than that which s
2,
tions, slabs, etc. shall be 2,5oopsi at 28 days.
coarse out or pea gravel concrete with a minimum compressive s�t�cngth of not less than 31404psi at 28 days.
be filled with
Detailing Manual. Minimum concrete cover for all 1. reinforcing shall be as folly
a) Concrete cast against e--41- .
b) Farmed concrete exposed to earth or weather:Iz'
c) Interior slabs, walls, etc,:
11. , All reinforcement shall be conform to AST A-615 and be
and/or matching corner bars shall be used. All IT, (hc
25".
12. ALL concrete operations • including but not limited to mix
Concrete."
13. All masonry work shall be in accordance with ACI 530/AS
14. Concrete masonry units shall be ASTM C90-75, Hollow L
15. Mortar shall conform to ASTM. C7 and be o ASTM pe S. wit
1.6. Grout, when specified, shall conform
17. Provide horizontal joint reinforcing in CMU walls at 16"o.
CORROSION .& DECAY RESISTANCE:
1. All structural members of wood or structural composite lui
application. Borate -based treated 'wood shall.not be used as/-
2. All interior wood and wood -based members in contact wit
3. All fasteners (nails, screws, bolts, and etc.) in contact wit
shall be rated by the manufacturer for compatibility with the
The use of any material treated with the pressure preservatil
4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z -My
5. Regular inspection and maintenance of wood, wood -base
n itudinal orizontal) reinforcin
g in calls and footings shall be continuous all at loound comers and ped at splices a i inimu °f ,
vLs 60 20" mitiinium lap for #4 and smaller infolcing) And all vertical reinforcing p
grade 40 (G40) unless indicated on the plans an
etail o f4Q barediame diameters (All is g @
shall be lapped at splices a mini�urn application of ACT, 301 "Specifications for structural
rizontal) reinforcing
einforcin detailing and planing, placing, curing and testing - shall be lane in accordance with the requirements an app
design, mining, transporting, reinforcing
E 5ITMS 402 Masonry Building Code.
Units T T, Grade I�7 1, normal weight, with a minimum compressive strength of z,QQOpsi (fm=1,5QQpsi).
ad -Bearing Concrete Masonry Type
" e strength 3,000psi at 28 days and mixed to provide a slump of between $" and 11". .
a minimum compressiv � 344.
;vertically conforming to ASTIvt A82 and ASTM A167 Type
' is osis, etc. -shall be pressure preservative treated to a level rated for the specific
d unless -specifically rated by the manufacturer/treater and approved as adequate for the application
er either exposed to weather or in direct contact with the ground or so mune deck/b eony bratlumber, joists, p
b p
r structural members exposed to weather or in direct contact with the. gr,
be pressure preservative treated to resist decay. steel SS . All metal fasteners & connectors exposed to weather and/or a of SS connecwith tors and fasteners
concrete or masonry shall p G or stainless s ( )
pressure preservative treated wood shall be either hot -dipped galvanized (HG )
p use of an material treated with a pressure preservative treatment containing ammonia shall require the ext dors.
ppiication and/or corrosive material. The exterior y
reatment ACZA shall require the exclusive use of SS connectors and fasteners. erforiinance.
t S fasteners with SS connectors• Use only zinc-plated/goons ise fasteners for
continued,llong-term satisfactory p
HGD, etc.) connectors &fasteners shall not be combined. Use only S lications is essential
d metal products used in structural applications and/or used in outdoor or other potentially corrosive environments or app
an p
The
CMITILL 0'
Grog
Designe1's:i;ta
Engineers
YOUNG AMERICAN
23 1(9 TEUTA ST.
ATLANTIC BEACH,
FL
i►
8-8-16
MEB
KITCHEN WALL
REMOVAL
Michael Glynn Holder, PE 1
Processional Engineer
1, �.icense 110. 1521 a
6550 Roosevelt Blvd.
Jacksonville, Fl- 32244
Tel (104) 6 90 -6tloll
r� 60A No, 3201
SHEET C,1
3 of 3
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RLEVIEVVE® FOR CODE COPPOPLIANCE
CITY OF ATLA,NTIC SEACH
S EEE PEMN,11TS FOR. AAlDDITiON
REQUIAL.MENTS AND CONDITIONS
REViEWED BY: DATE: /
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