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HomeMy WebLinkAboutBUILDING PLANit
Six Unit wilding for
gDaDDQ ��� DDDdQFDa�dQDIlDaBDa��°Il°
eta Lucie Couhty, Flo r16 �
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BC NECESDARY IN ORDER TO ;
COPAPLY;"v'VI TH ALL APPLICAO.; CODES,'
If l�-IIIF!ll NIXON -�1IF-1111
MIEN
mill I mill 11 1 111-1
f�roject Notco:
Drawfngs shall not be scaled - written
dimensions shall govern,
Temporary sanitary facility shall ba malntalhCJ on site
during construction,
Contractor shall review drawings and on site conditions prior
to parmltting and start of construction. Additionally, con-
tractor, shall verify location of electric, telephone, water,
one & sanitary sower sorvlco prior to start of contructlon.
If the contractor belleves he has dlecovored errors and/or
ommisslons In the Construction Documents, he shall notify
the Architect In writing for clarification bafore proceeding
with shy work, If the contractor
falls to elve such notice & obtaln written clarification, he shall
be responeible for such omission($) and for the cost of rec-
tlfylne some.
Contractor shall furiffsh or provide equipment, operatfons,
labor & materials, necessary to perform and complete the
FroJect.
Work shall be done in accordance with appllcawa local, state
& federal bulldine and saftCy codes and with manufacturer's
publfShedInstructions.
WARRANTEE
Contractor shall provide owner with a full year warrattae on
the antirety of the completed Improvement$ notwfthstanding
warrantees Issued upon Individual components by manufactur-
are or subcontrmotors.
The 1 year period beglnS at date of acceptance by JuriShcetlon.
SOIL
- Clear the bullding area of trees, roots oreanfco and
other deleterious materials.
- Backffll with selected eranular materfml fn 15" maximum
lifts and compact to a minimum density of 95% per ASTM
D-1557,
Aroma that are re -excavated for foundation installation
shall bo tested and satisfy a min. 85% Modified Proctor
density. 0
erase soli pressure for foundation deafen is
1500 of and shelf be verfffed by an lndepondant tostfine
a rmc Y.
NOTE THAT THE 50IL TE5T LISTED WV_F- 50ALL 13
REQUIRED FOR EACH BUILDIN& CONSTRUCTED IN
THE 5EDONA DEVELOPMENT
CONCRETE
Concrete shall develop a minimum strength of 3000 pet
At 28 days.
Concrete shall be ready mixed per ASTM C-24.
:a 0
Frovfdo DUX-O-WALL standard welght all galvanized #9
gage "ladder" retnforcing at each second course of masonry
Lay concrete blocks in running bond w/ successive
course$ lapped 1/2 of a unit.
Vertical Masonry Relnforeement :
Fill cello where shown on Drmwinge w/ #5
vert and #5 dowel to footing for exterior walls.
WOOD
Wood used In the FroJect Shalt be stralght and true to a
tolaranocof 1116' per foot of run, #2 and batter, hand
selected,
Provlda blocking and deadwood as required for Code
compliance, fire blocking or wall hung equipment
ROOF SHEATHING
5heathine within 4' of firewslls shall be 5/&" Fire Q
rated CDX plywood nalleol per Schedule on DraWln
Remalnlme heathing shall be 5/8" CDX plywood
& nailed per Schedule on Drawing$.
H I t I I a Sldln & Sidln Trim
or zon a
0
James Hardie 9 1/2" x 5/16" HArdfrlank pre -primed 4er-
cement lap sidine w/ maximum 81/4" exposure. Install
per FBC 2014 Section 1405.16.
PRE-ENGINEERED WOOD TKU55ES
rre-engineerad wood truseas shall be deafened and
certified by a Florida [Ice -head Structural englneer per
F5C 2014 requirements for 160 mph Exposure "B" wind-zolle.
Installation shall ba per Manufacturer's requirements
and signed and Impression sealed wood truss
shop drawings.
Llftine, placement, temporary and final bracing
and Internal connCctlons shall per shop drawings.
Wood In dlroct contat with concrete shall be CCA pressure
treated, retention of 0.40# per c,f. .
MISC. METALS
Supply mlecellmneoue metals as required to complete
structure and other components.
MISC. METALS
Supply miscellaneous metals as required to complete
structure And other com ononts.
Flaehfng - 0.032" white painted aluminum shoot, formed
As required & per Details on Shoot R-3 Q
METAL STUDS 1
Unless otherwise noted on Plans, watt studs shalt be 25
emee and Imrear aluminized steel stud and track ayatetM,
MISC. HARDWARE
Exterior wood trim shall be secured w/ Type
REINFORCING 316 stainlese steel halls, (FSK < IS, 0 . Smoke Developed = 0)
Relnforcing steel $hall be deformed, new b(flet steel in All connectors, Halle. bolts, screws, washers Air Leaks e & H
All &YP5L1M WALLBOARD AND ACGE550RIE5 SHALL 5E O
accordance w/ ASTM A-615, Grade 60 and datafled per
AC 1315.
splices shall bo shall be in accordance w/ Chapter 7 of
ACI.318, w/ a max. splice of 48 bar dfamotera.
CONCRETE MASONRY
Concrete block unite shall conform w/ A5TM C-90,
rlacament of units shalt be etralght, level and plumb
anA true to A tolerance of 1/8" in 10',
we cnuwn w,t wawi" v,
Per F5C 2506 "All gypsum board materials and accessories shall conform to ASTM
C-1396, Installation per ASTM C-840 using #6 x 11/2" drywaliscrews, Spacing shall be
7" o/c for callings & 12" o/c for wallboard.
Bathroom Drywall - gypsum drywall in Bathrooms shall be 1/2" GOLD
5OND Type "XP" w/ "5porogard" mold/mildew Inhibitor,
Per "Fire Resistance Design Manual" PLIHIShed by the Gypsum Ass'l1,
A5TM E-84, Gypsum Wallboard has a Flame Spread Kat(ng
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
ROOFING
- Finish rooffne shall be Certafnteed Fiberglas shingles w/
purpose made valley & ridge pieces. 160 mph 3-aecond
buret wlndzone acceptance. tnatallover 30# rooflhe felt.
-a043i
S'L LLICI
PLAN
PLUMB:
DATE:
MECH:Q,�-
nATEa&"-
CAULKING FAINTING SCHEDULE
E?Merlor t - ikaf x AA Faint ohm([ be first grade products of Berijaman Moore Faint Co. .
FLUID APPLIEDWINDOW & DOOR FLASHING Exterior C59 & Stucco
Folywall "Slue Barrier Llquld Flashing 2100" shall ba applied per the Primer / bondcomt at all poured concrete booms, columns & efUs.
"Blue 5arrier Application Guide" to seal window & door bucks and (2) 2 full coats latox masonry paint.
shall extend a minimum of &" beyond openlnes on exterior Pace of Gabto End Plywood Sheathing
C55 masonry wall The bottom 8" of eabla end oheathime and panel Coleco within 8"
Folywall "Blue BAMYI$r Joint Filler 2200"shall be used to fill voids, seams and of roof below or drip odes ehmll be coated with two full Coats of
piping orcondultpenatration of the masonry walls. © KteILZ oil Vasa exterior primer PRIOR to installation.
Exterior S(dfng &trim
- Primer - KILZ oil -base exterior grade mold-roolstant
POOR5 & WINDOWS - Prime all and & lfneal cuts of James Hardie products.
Com letl rime the first two c r f Hardierlmmk efdin ou eeS o
Storm E PCs r - Hollow eta - - 0 alv. teal 18
p Yp e
g e (Entry) Doors I w Metal G 6 g s (ALL sides prior to fnetallatfon) above roof & the bottom 6"
gage Insulated door & 16 sago steal frame. Schloss "5teelcrwft L-18" & ends of corner boards
i HcSE PLANS AND ALL PROPOSED WORT(
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
,MAY Sri NECE'S", MY IN ORDER TO
Q.0"1PLY �Vrf H'tY L tPPtIGA1`1A CODES,
AL MANUFACTURES LMLE:$SM(
Artist's Sketch - Not to scale
UFACiORSAND OW .
WfMFBC9074V CE
---------
i kcvfscd elevation f
FIRAPiiONALL DOO ANO,YM40OlVS
�------ --� hk
Add faux shutters,
4
-----------�
5ui
loll hg Flom Sheet Ihclex
C-1
Covcr Sheet, Note & Inds
A-5 Door & Window Details
EH-1
Fair Housin Act Anal efe
D-1 Utility Closet Details
A-1
Dulleiing Elevatlon5 A
5T-1 Foundatfon & Koof Framfng
Plans
A-2
sulldfng flan
MEP-1 MEF' Plan -
ME1 Engfneering
A-3
Thru Dulldfng 5ection
MEP-2 MEP Notes & schedules
by Paul Welch, Inc
A-4
Wall 5ections
T-1 Eng(neered Truss Flan -
by others
(DODDI3 0QD�` IPI.�lIIkKOI3
- Florida Building Code 2014, 5th Ecift(on
-160 mph - Exposure "B" - 3 -second burst
Structural Desfgn by:
John M. Foster - Architect
Florida %egistration # AK00081511
Project Address
3156-3166 Morningdew Lane - Building #13
St. Lucie County, Florida
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Falcon 5Z minuto fire rated w/ label.
Finish coats -After all sidfn &trim is Installed, provide two full
e
first
FBC Table 503 Data - Allowable Hei hts & Areas
g
Occupancy FBC 2014 - Section 310,4 - Residential Group %-2
p y -
ore
Interior Doors - solid Cora Masonite 6 penal doors prehung in
e 6 pa
wood frames w/ Colonial paint grade trim. Q
All swill in doors shall hove ADA compliant "favor handle" lock or ass$ a
g g p p g
coats of owner selected,Shersiding &trim color using quality
B n Moore, Sherwin Williams or Florida Paints exterior paint,
Occupancy - 6 Unit Apartments, Type "%-2"
13a 5f c Load Factors
Sete.
All Wfold doors shall have doors shall have ADA compliant "pull handles
Cohan
eeeahell sheen.
interior Drywall
primer
Type of Construction - V A Unprotected, sprinkled
yP p p
(per F5C 2014 section 1603.1.4)
Added at outside leaf.
WINDOWS
(1) coat Interior grade latex drywall primer
Max 3 story,12,000 s.f. per floor
Wind Speed (3 second gust) -160 mph Exposure "B"
(2) t f I( t tt I t
Bultdfhg Doe(gned as - main Structure - enclosed
Operating windows shall be non -Impact resistant alnele hung FGT 4100 5ories wo u com a ma e a ex
for masonry installation. Glass Shalt be gray tint a$ Shown on Drawln s. Interior wood trim & doors
All fasteners shall be stalnlesS steel, s acin me re 'd for 160 mph wind zone 1) fullsomcoa oa latex primer
p S a Q �2> full soots glass alkyd/"tEXED FASTENERS 0
listed above. Install w/mill. fastener s acin & Per Details on Those raw ngs, RAITAGHtdEKfS
EXTEKIOK TEXTURED STUCCO per F5C 2512.1 & ASTM C-926 ARE THERESPONSIBW Stucco on C55 shall consist of 3 Coate. Comte 1 & 2 iYOFTNE
Shall be 1 part Portland Cement to 2 1/2 parts clean white Band. The con- GONiAACiOAOI"AE�ANp tractor shall keep the stucco moist 2 days followine application. Not lees
entry canopies - open
For FBC Table 1604.5 project Buildings are "Risk Category II" - Residential
Internal Pressure Coefficient = 1.1a
Components & Cladding not Speclflcally on Cover Shoot below to be + or - 75 paf.
Live Loads per Table 1607,1
- Apartment Interior floor live load = 40 paf
1 - Attics w/o storage = 10 psf
than 2 days after the first coat Is applied the finish coat of similar cement Roof Live Load mininimum = 20 paf
shall be with (left herd textured finish coat. Minimum thickness 3/4"• Overhang = 2' 0" Roof P(teh 4/12 Mean bullding height =14'
Stucco Accessoorles : Vlnyl lndustrlee rVC corner. oxp. Jolnts,'J molding$' etc. PLUMBING NOTES --L
LP�L�®IIDIIJ�°LP L�L1��IIL1�CX`7 AII�'IA'II17DAl�II�P — COWEID(3j) YI1;�Y�� (ZILAIIIDIIDIIIf\YB
HVAC NOTES See 5hoete MEP 1 & 2 6w din rreduot
Product Manufacturer Model # FL#/NOA Impact Method of Attachment a
Pressure Pressure
ELECTRICAL NOTES —t Horz, 51W110 window POT HR-5410, Vinyl, Ins FL 242.9 No 1/*'x 4 1/2" Aggro-Gmtor 500fasteners at 12" o.c. 44 (-) 47.9 + (-) 50.5
�l Lap 5iding James Hardle ardlePlank FL 13192.2 N/A 6d 58 ring-ehmnk malls ® 8 /c 46 (-) 62
5tahtlase Fasteners E l c o Aggre-Gator 300 55 NOA 15-0226.10 N/A Min. 2" ombod Into grouted coil
Entry door &frame 5teelCraft 18gagc G90Galy, 5tedCraftUB FL 4613A Yes 1/4" x 41/2" Tapoon fasteners at a" o.c. 67 (-) 67 + (-) 67
Off -ridge Vent 6Odhosstarh Metals Mf'g, MMI-26 26 gage galy. NOA 13-0614.08 N/A 11 ea esty. ring -shank matte w 4" ale 44 (-) 47.0 (-) 75
VAC Duct Pressure Testing Storm Panels lEastorh Metal5upply 050"alum "Bertha" Y 414" h tt d 6"
shall be G-90 hot dl alvanlzed e8 s u or stu a at O.C. 49 (-) 63 + (-) 75
HORIZONTAL LAF SIDING MANUFACTURED IN NORTH AMERIGA AND 8E FREE OF Per FBC Residential 2014 (rev.) K101,4,9 & R402.4,1.2, Independanttesting Koofing Certainteed Landmark Architectural FL 16566.1 N/A (6) gmly roof malls
SULPHUR OR 5TRONTIUM CONTAMINATION. of dwelling unit air leakage not Cxceeding seven (7) air changes per hour at a per shfnele 27 (-) 109 times H. vutt=1st
James Hardle HardlFlank 5/16"x 51/2" Imp efding m�lh- a Pros
of 0.2 Inches w.. shallbe effectd & certlfled prior to Certificate Soffit James Hardie "" "
e A, Grade 11 shall be p 0 p unvellted 1/4 Hardl5offlt FL 13265.1 N/A 6d etalnlose steel ring•ehank Haile 6 o/c (-) s7 + (-) as
ufactured per ASTM G 1186, Type Installed over 30# roofing felt water resistant bof Occupancy.
arrlor p g °I have reviewed the above components g pp
w/ #6, Type 316 stainless steel ring -shank nails pet F5C Per F5C Keeldential 2014d R403.2.2, Inds endantteStln of the HVAC pOnents & Cladd(n & have approved theft use in the structure. These products provide adequate
Sections 1401.10 & 1405.16.2. system shall be constructed & sealed per Section C403.2.7.2 of the resistance to the wind loads & forces specified by current code provisions."
Commercial of the FBC-Energy Code.Duct tlghtnoss shall be verified by
\ testing per Section 603 of KESNET 5tanda$. - 2
John M. Faster - Architect - Florida Lfcenee #8511
.................................................................................................................................................... ....... ...................... .....
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�I
Six Unit Buildlna. for
��aDDQD�4Q� E DDa�Da�fdQDIlDaB�a�°Il°
� f FACTURES LABLES SHOWING ALL MANUFACTURER GABLES SHOWING
/ U FACTORS AND SHGC COMPLIANCE.
li FA6T©Ne AND SHGC ODE MUST
<� 0 u'L # u MUST
.. .. J REMAINN ALL "DOORS ERGY MIpEWINO0W8
Yd11kl ENERGY CODE MUST ���444
It" (6w ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED
1yN1 *004 TIt 4ARE APPROVE D
THESE PLANS AND ALL PROPOSED VJORi( THCS14 PLANS AND ALL PROPOSED WOffV<
ARE SUBJECT TO ANY COF RECTI0N5 ARE SUBJECT TO ANY COP RECTIONS
REQUIRED BY FIELD INSPECTORS THAT REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORD2M TO Po1AY BE NECESSARY IN ORD2t4 TO
WAKY WITH ALL A?PUCABLE CMS' COMPLY WITH ALL A,PPUCABLE CODES,
E� I1100 ion nog 000
_U noILE
n DO Ono �o® - L
ST. LUCIE COUNTY FIRE ISTRICT
FIRE MARSHALS OF
REVIEWED AND APP D
REVIEWED BY:
DATE:
Artist's Sketch - Not to Scale,
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'roject Notes. C-i _ _C �r h t�-p.t . lr►J A-5 pear &Window pets{[
LEH�1 Fair Houelma Act Ammole I p-� Utility Closet Details
Draw( imoo shall not be, scaled - Written A-1 DulTding Elevatlorls ST-1 oundat(on & i2oof l"ram(ng t'lans
dine9slon9 Shall 0OVGrn. provide DUR-O-WALLstandardwet ht all galvanized #9 ROOFING` gaga "ladder" reinforcing at each second course of masonry - Finish roofing shale be Certalnteed Fibarelse .shingles w/ A-2 1304ne' Mall {y{EF- ( MEP P[ati - MEF EnO[neerlhe
Temporary sanitary facility shalt be Maintained on site purpose made valley & ridge places. 160 mph 3-secon4 A-3 Th ru Du{ld{ii Section MET" Notes & 5chedulee b FAUI Welch, lhC
during construction. Lay concrete Tooke in running bond .w/ successive burst windzene acceptance. install over "�# roofing felt, M E{'-2 y
courses tapped1/2ofaunit, CAULKING FAINTING SCHEDULE A-4 Wall Sections T-1 Englncercd True plan - by other.;
Contractor shall review drawings and on site Candit(ohs prior VertEcal MAar ry Refnforooment : � arjp�s t ([C 1 j , QttgLp�pt p yurathg e_ _ !"alai shall be first grade products of SanJaman Moore FaCnt Go. ,
It*, parmtttln@ and start of eonstructlan. Additionally, con Fl(f cells wnara Shown on Drawings wl #5 C FLUID A?MIEDWINDOW & DOOR FLASHING i Exterior Cb9 & Stucco
tractor shall verify location of electric, taiephome, water, Vert and #5 dowel to footin for exterior Wallis. Frimer / bondooat at Alt poured concrete beamo. column® & eltle. b T f -^ --- - ---- - -- ^ — - ^^ ------
0ws & sanitary sewer service prior to start of contructlon, 0 %{ Fatywall 8€ue barrier LCaCuid Flashing 2100 shalt ba applied per the { () Q� DD� �y� 9'Ig 1] kK I3 r Structural posted by:
WOOD blue sorrier Application Gulde to seal "window &door bucks and I 2 e fait costs ywo latex masonry paint. (
if the contractor believes he has discovered errors andlor Wood used In the Fro act shalt be strai ht and true to a ( I cable End Plywood, ShmAthrn@ I
ommtsstons in the Construction Documents, he shall nett j ® shall extend a minimum of 8 beyond openings on exterior face of The bottom 8" of mblo end ahosthin and anal ad ae within 8" I John M. Foe -ter - ArChItGGt
fY toleranceof 1/16' per foot of run, #2 and better, hand I CBS masonry wall I g @ P
n before rocaedfn of roof below or drip edge shall be coated with two full costs of r Florida 5ulldln Code 2D14, 5th Edltlon Florida Koolstrat(ori # Ai�DDD8511 i
the Architect to writing for clarification p g selected. {" Folywail Btue Barrier Joint Filter 2200 shall be used to fill voids, seams and i KILZ aft base exterior: prfmar PRIOR to- Installation. i
with any work. If the contractor erovide btocking and deadwood as required for Code piping orconduitpanetration of the mssonry walls. I Exterior Slelfng &Trim ; ` 160 ni h -"Exposu're'"S"'- 3 second burst I project Address
fails to glva such notice & obtain written ctarlffoelon, he shall oompllailoo.flrs blocking or Walt hung equipment {e _ _ ,.... _ r r —.: — _..... — — — -, -- -- -- — -- — L��.1 p
be responsible for such omtealon(a) and for the cost of roc- - Primer -.K1LZ oft-bses exterior grade mold -resistant 13156-3166 MorningdeW Lane - Bullding #13
OOF SHEATHING toproducts. R 0 &WIN &line t s of Mard
tt in same. POCKS WINDOWS -.Frtma all and a Cut
fy 0 Sheathing within 4' of ftrewalls shalt bayJB" Fire, P�-�------------^----�*-------^------�----•°`^'--�-� -C�ym !arty' rtmo:tha- first two courses of HsrdfoFlank stdtn@ l St. Lucie County, Florida (
Contractor shall furnish or provide equipment, operations, rated' CDX Plywood palled per Schedule on Drawfn s. Storm Egross (Entry) Dears - HCHOW Metal - 0-60 ealy. steal 18 p p
P Y P -� I gags insulated door &10 gal a steel frams, Schloss "Steelcraft L-1&' I el L prior to boards, V,,
roof &the bottom b L-- _---- -----------------+
tabor & materials, necessary to perform and complatcthe Ramalning hsathing shall be 5/6 COX ptywoodl� � �I - 9 ® label. I &ends of corner beards;: U R-2
r ct Schedule on D awin s. 1. Falcon 5Z O minute fire crated wtaffl�od be, _ , ,_ - T _ s Installed. Provide two f,it F C Tab,{e 5D3 Data - A{loWab{a Het hts & Areas Occupancy - P15C 2014 - Section 310,4 - K69Wentlal Oroup F oje & railed per S r g Finish costa -After aft siding &trim Is inata p 9
Work shalt be, done In accordance with Applicable lacat:state lntortmr doors -- Sot td GoreMaeorilta 6 panel doors prphung in. costs of owner selected sfdfn & trfm Color using first quality
Horizontal Lop51dime&51ifineTrim ® t crier arnt 5aoic Load Factors
& federal bultdin and safto codas and with manufacturer's „ weed frames w/ Colontel paint grade trim,: "" ""
0 y -James Herdic 9 i12 x 5H6 HardlPlank' pre -primed ftbter- ; ;,:, BenJaman Moore, Sherwin WR[iams or Ftortda Pa nta axt F OCCUp�ncy '. Ei Ui1lt ApArtmaMtB, Typo �' 2
published instructions, cement lap aldlng w/ maximum 61/4" sxpoaura. install All swinging doors shall hove ADA compliant lever Kandla lock or psessgo a@@shalt shown.
WARRANTEE per FBC 2014 Section 1405.16, sets. Interior Drywall - Type of Coimstructicn - V A - Unprotected, sprinkled (par F5C 2014 section 1603.1.4)
Contraotorshad provide owner with a full year warrsntea an AII° blfotd doers shalt have doors shall have ADA compliant "pull handles Prlrnor Wind Speed (3 second gust) -160 mph Exposure " Fi'"
the ract r shall
the completed r with full ye notwtt a tanding PRE-ENGINEERED WOOD TRUSSES addend at outside leaf, 1) cost Interfor.erada latex drywall rimer UCIE.00 TY Max 3 story,12,000 e f• per floor 8utlding DaBrghad as main structure - enolosed
warrantoos Issued upon Individual com onents b m011000tur- Fee certified
by a Flora d lrusses icenses tr be, raaigned and WINDOWS ' '
p p y certified by a Florida licensed structural engineer per Operating windows shall be, non -impact resistant >single hung PG74100 Series (2} -two full Caste matte latex P Piriud�v)Ew I---- ----------- ^^ ^- ^-- ^ --'I entry canopies -open
are or subcontractors. tnterfor wood trim & Accra
FBC 2094 requirements for 160 mph "B" wind -zap for masonry Ineta[Iatton. Glass shah be grey tint as shown on Drawi�s� — ^ 1) sornf-@less lataX prfMor Area of raGrLlctura ( Far FbC Table 1604.5 project buildings are "Risk Category (! Raaldentlal
The 1 year period basins At 4ev of acceptance by Jurladictton, All fastonara shalt be stalniao steel, a actin as re 'd for ri m h wind zone (2 full cowls lase s(k d/latex ' /C Area l Internal rressure Coefficient 1.16
Y P Installation shall be par Manufacturers requirements s p s q _ .. j () @ Y i (6) x 666 4 044' SF A
SOIL and signed and impreeston seated wood truse I(stod above. inatall w/min, fastener spaoing Ayer Details on tR7ae rawTngs. I Components r Cladding not specifically on Cover Sheet below to be + or 75 paf
Clear the buttdln area cf trees, rCCts or@wntcs And she drawlh s. EiCTERIOR TEXTURED STUGGGS a FBC�2512-t &ASTM C:;G? CANCEd1 E9D FASiENEHS OR (3� X 1gg 35i� `�J Er11'r,(8
# p g p r{- M DA I Live Loads per Table 1607.1
othar deleterious materials. Liftin placement, tom orar and flnai brscfn -
5ackfitt with selected granular matarlal to 15" maximum s, P p Y s Stucco on CB$ shall consist of 3 coats. Caste t1 & 2 [� {' Apartment interior floor live toad x 40 paf
lifts and compact to a minimum density of 95% per ASTM and internal Connections shall per shop drawings. shalt bo 1 part Portland Comant to 21/2 parts clean white sand. The com ME THE RESPONSIBIUTY OF THE ELE 1 I Attics w/o storage = 10 sf
D-1557, P Wood in direct Conte with concrete shall be GCA 'ressur tractor shall keep the stucco mofat 2 days foilowftl • lication. Not lose " "" ^" -" "" "" " "" -" " -' , ' • g p
p p 0 pp # p DATE. Roof Live Load minintmum = 20 paf
Areas that are re-oxosvotad for foundation installation treated, retention of 0,40# per CA than 2 days after the first coat to appiled the finish coat of oim6ar comment
PLUMB;,
shaft be, tasted and satisfy a min. 9k3% Medtfled Proctor MISC. METALS shalt be with Ii@ht hand textured finish Cast. Minimum thickness 3/4". Overhang = 2" 0" Roof f"(toh 4/12 Mean building height = 14
density. 'Q Supply mloceltanoous metals ale required to complete Stucco AooessoorIvo : Vinyl industries FVC corner, exp, jotnte.'J MolAmes' etc. DATE
wabta,erase Solt pressure far fwundwtlon design ie structure And other companente. - as shown on drawtn s. — — — rLUM51NO NOTES -
thde lonAid taattn MlSc, METALS r-- ------iN--.-^.- .---�.,-•'-..---,.---_ MECH: II�Ltf3tIDIIDIIJ+y°°IP II$T��Y17L��X`i .!©IP°IP"ITIID.I�I®II°II° ¢ 4:QD�X{1F�C@�.P%1�fiT°Il°� c�! fL'.IGA1]IDIIDII2 Clr�
1500 efJand shall be verified by an p g I Sae Shoats MEP 1 & ";11ATE.
Tbr r Supply miscellaneous metals ale required to complete For FBC 2508 "All gypsum board materials and accessories shall conform to ASTM HYAC NOTES i5utulna rraduot
x------------ --- -+^ ------I structure Arid ether aompanante: I :. { , Product ManuFacturar Model # pL#/NOA lmpad Method of Attachment rrsesure Pressure
TE -THAT Tt WIL TEST LISTED AEU 'SHALL ee —ct ro — other -- m . -- t ,-. _ -- -- -- -- -� C 13$6, Installation per A51`M C 640 uaing 0 x 11/2 drywallscrews, Spacing shall Ise
YN I I taahtn@ - 0.0321, white pmImtod Atuminum sheet, formed { u n ( -.p Herz evlfdtn 'wfndaw t� T HK- 10, Vinyl, Ins FL 242,9 No 1/4° x 41/2" Aesre-taator 300 fasteners at 12" o,a, 44047,9 + 0 56.8
jitEQUIREDPORE4GM-PAJILDING,GCJNSTRU iED I 7.oftforcellings&12 o/oforwallboard:' ELECTKICAL,NOTES e _ .^_. ---® —_----.,--_...-..------.--------- -----
Li hllla�SECIONA f VEJ-OPMENT — rt — - 1 I as�aquired & per Details am shoot R-3 a J { .� — - ..•. •• —
At T D5 Bathroom Drywall - Daum dr wall in Bathrooms shall; be 1/2 GOLD Lap'slding ` Janlcs Handle ardtel'Iank FL 13192.2 N/A 6d 55 ring -shank Halle m 8 a/a 4 C-) ��
CONCRETE METAL S u ( MW T a 'XP ` w/ "5 ore ard�' mold/mildew Inhibitor, — -" - —' — — —
Concrete shalt develop a minimum strometh of 5000 pal Unless otherwise noted on Plans, watt etude shalt bo 25, — j� �- _ _ — - — -- _ ,,.--,,.,. — I � 5talnless Fa6tanars 1G0 AgQYE Qatar �00 55 (�dA 15 022$.10 N/A Mtn. 2" embed Into @routed aedt
at 28 days. @ase .AnA Iareor Aluminized start stud sad track systani, per "Fire 10610U!100 De61 n Mlanual" published by the Gypsum Assn, Entry door &frame 5teetCraft '15gage G-V OAV, • 5tulCrafG lib FL 4613,1 Yes 1!4" x 4 1/2" Tapaon fasteners At a" o,o. r67 (-) 67 + 0 67
Concrete shah be ready mixed per, ASTM-a-a4: MISC. HARDWARE A5TM E-$4, sum Wx I -board has a Flame 5 road Katie
Exterior wood trim shalt be secured w/ Type p p g
REINFORCING 316 stafnl,aee steel Haile, (F5K <-15, 0 • make Developed a O) OPf•ridge YEnt 5outheastErn Metals Mf'g, MMi-2B 26 gaga galy. NOA 13.0814.08 N/A 11 gal ®a.v. rin@-shank Halts do .�" a/o 44 (-) 47.9 C-> 7S
ROPnfarafn etaet Shot( be deformed, new billet steot in Air Leaksee & ;HV AC Duct f1reesure Testln /1
e All connecters, Halls. belie, screws, washers @ Storm Panels Eastern -Meta( Supply 050" alum. "Bertha" Yes 1/4" shutter studs at e" O.C. 49 (-) S + (-) 76
accordance wl ASTM A-615, Grade 6O and detailed par ALL &YFSIJM NALL80AKD AND Ac4ei. S te5� SHAD. bE
whale be, c3-90 hot ACE �ivan�zod — Y _ MJ�NUfzACTU tED IN NORTH AMeRICA AND ee- I Of' For FBC RcsidentImt 2014 (rev,) R10t,4:9& R402AA2, indapendant t4sttng �oof(n CerGafntead :" Landmark Architaaturai FL 16568.1 N/A (�) galy reefing Halls per shin®la 27 (-) lsas$ ct � �,
120
AG! 315. I HORIZONTAL LAf° SIDING of Awaiting ttnit air toakaga:nat eaad(ng seven (7) air ahangas per hour at g
Splices shall be shall IV In Acoardwnce w/ Chapter 7 of ,tames Hardfe Hardll"lank 5l16"x 51/2": la slall man- I 5L1LPHUR � STRC)riTluM GONTAMINATIC)h{.
AGi-318, w/ a max. splice of 48 bar drsmetere, { p 9 1►� ee �1� r a pressure of 042 Inches wag: ahailbc cffmctd & certified prior to Certificate Soffit James Hardla ulwatrted 114" "Hardl5afPit" FL 13265.1 N/A 6d stafnlass stool ring -shank netts a to°' a/C C-) 37
i' I- ufactured per ASTM C 1186, Type A. Grade 11 shall be I THESE PLANS HAVE BEEN REVIEWED of Occupsncy,
CONCRETE MASONXY installed over 30# raa lee felt water resistant barrier teettn of the HVAC "I have reviewed the above components & cladding & have approved their use in the structure. These products provide, adequate
Conoreto block units shall conform w/ ASTM C-90, I w/ #6, Type 316 stainless steel ring shank nails par r5C ' i r0 �I 1� 1l ^ A far FBC Resldortial 2014 d R403.2.2,'indmpendant g
j Sections 1401.10 & 1405.16.z: { IN ACCORDANCE WITH THE FLORIDA system shall be constructed & sealed per Section C403,2,7.2 of the resistance to the wind loads &forces specified by currant coda provisions."
Placement ofunitsshall bestraight, level And plumb -----------------""----^-"----- --' R � Ili VVDE "' Commorcclalofthe FBC-EnorgyCode,Ducttightneeeshall beverifimby
and true to a tolerance of 1/$" In 10'. tasttti get Section 803 of RESNET Standas. J h " F t - Architect - Florida License # 6511
..... ..................... ...... ... ............. .... ......... ........... ...... ...........p
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L-2/3
stucco soffit
stucco "drip"
5/8" PVC "J-bead
0 head &,Jambs
exterior seatant
& foam backer rod
5off it Nai hi hg
petal! E/A-4 for
hang fire rating note
White painted alum.
drip &fascia
2.x4 sub -fascia
6/4" PVC "J-bead"
Along edge of cave
V" x 16" GAF/MasterFlow
Alum. screened vents at
4' 0" o.c.
Stucco 5offit - 3/8" eaty. Steel "HfiZib" soffit lath shall be felsterled
to each truss tall w/ 11 gage x 1 1/2" (7/16" head) gale. roofin0 nails
g 4" o/c along each truss tall & 2x blocking
Stucco soffit fnstallatlon per F15C 2014- Section 2507.2 & A5TM C-847,
"Metal Lath", A5TM C-933 "Welded Wire Lath & ASTM C-C-91, "Masonry
Cement"
----------
/HardfTrfm 0 bottom \\
Al of gable slding - 5/4"
I x 31/2" - prime & paint per\
"HardiePlank" note
won, cover 5hect
a
w
add powdercoated
alumfnum faux shutters
-----------------,�
stucco "slding" pattern. 1
�-� "below sill"color
3' eft "slit" color I
perimeter trim 1
gals, off- stucco covered hard
/ ridge vent foam faux vent - trim color
door/shutter
color center
........................................................................................................................................................................
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match front elevation I
window off( trfm-out I �p
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I raised stucco overlay &
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column 4&
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Em cvaV o m Scale - 1/4" - 1► oil
THESE PLANS A14D ALL Pi10POSED WO;X
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESFARY I 0RDER TO
00L.RPLY VIVITH ALL PRP'LICAf" Z CODES
Frort-it E cv�tiofl
50ale - 114if = 11 off
----160 mph Fiberglas sh(ngles
/ profinfshcd alum drip &fascia
Q
painted stucco soffit
stucco on C65
non-fmpact rated
Low-e fnsulated
=
5H vinyl windows
Impact & 45 mfh.fire rated
--• Yafhted steel storm e�ress doors
raised stucco oft[ & band \,
around windows (
c6
L_extend raised band 1
to rear elevation
t raised stucco overlay,
column capital & base
I
Details added per request 1
of 5LC Planning Department
HordfTrlm 0 cave -
W Q
5/4" x 51/2" fascia,
4/4" x 11/2" drlp
Harelf-plank e(dfng
gable wall 6J®
HardfTrfm 0 bottom
over 30# felt & 5/a"
GDX plywood sheathing
base flashing
of gable efding - 5/4"
x 31/2" - prime & paint per
typical soffit trim -out
Q "HardfePlank" note
cover Sheet
on
//-- _---------------------------
I
Fat nt Colon Notes
Minimum of four colors of exterlor paint Shall be required
j1) base color abovo window sill trim line I of 10` 15` 20'
I 2) Contrasting color below window efll trim line
1 3) Accent color for' raised band around windows & sill trim IIne
4) Shutter & entry door color
��_-------------------------------�/�
.............................................................................................................................................................................................................................................................................................................................................................................................
Scale - 1/4ff ^ V off
25`
160 mph Fiberglas sh(ngles
profinished alum drip & fascia
O
/
painted 13GX plywood soffit
It
- stucco on 05
=
non-fmpact rated
Low-e insulated
HK vinyl wfndows
'6
fauxffbcrglass shutters 1
�
rear wfndows
I raised stucco band
& window sills
--�®
`ATE compres6ors
-------secured
to cant.
slabs
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...................
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-O= ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
0
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
out -.t'axas% ahtmed Relcrsed
subeaft hem
C Y"Lh art stedhwnstwe a Ah %b€ ....4
Of estw a' w fta rr a*
"aown is t1w revviswod 41reuntithirI Aw, at*$fGh
,loss n b inabI 40 the "quirrmeau of The PI 4wi
a ft)tir44WT;A. Cooltructar it re ..Obis 16c, ,faawfl*N'
rnvi?t 0.'4 IziaaYaaw" "d 3tatead *hkh4
<*,+ And 4,tw h oht" at tkw We at4e:, t k'Ma:pt:ar. w
"AW t babr 40 catestinardwc of
.4, W10 sail ViAw4 seed Ya4 ufus, e.+f;r
.jrA04 41-A wow►.
e
4 M, Foster - AMfOloe4
1105 Z'waf-Avveak
e rtsarate:4 a Alt I
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
ARRANGE WITH CRANE OPE
TOR IN ADVANCE FOR A SPREADER
BAR OF
23' - 31' IN LENGTH
A
Do not stand on trusses until they
are braced per BCSI & properly nailed to
straps &
hangers
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
AIF2 HANDLER NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
30' Sp`an/ or less A,
\�0 degrees
77 \ or less
F— J �2 —►
g Line span approx.
REFER O BCSI
Truss must be set thi! way if crane used.
Truss is an e.ampl& your uss may not match.
isist crone operator se s truss this way.
30' to 60' Span
SDreader Bar
ti'ag .4--Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
,ss must be set this way if crane used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
For Truss to Truss
Connections see
hanger/connector
sched le in engineering
Upackage.
Carrying Girder
Nails must be as
shown. Guide tabs
Dome angle hiss.
SEAT PLATES BY CHAMBERS
i � 12•-tr- .� i I
upset--1/4" heel=315/16"
SQUARE CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
8 TRUSS DRAWINGS ARE ATTPDHED TO LAYOUT
FABRICATION AGREEMENT
TRUSSES CANNOT SE STARTED UNTIL THIS AOREENENr I3 SIONED S RETURNED
m° kOd dua$Sm of #0 pmpedy where the MAIM we, It. Matded he: .
1.. TIMMS Sum be Made M raid eccardalrce vAth eda Inns placertbrht elegrem
M .III the sole 111111 for detenrdrdnp.aucceeehll febticauon dthe trueees. layout,
2AA d 1111alons M gda 10,YVA have been veined by the underalprlsd.
dSys dslvery ab rvMwsA = Was�y,af�itleed rthal b Chambere Tuna wMhM fen (tt!)
such wrMen nod= Is hrttlabd Clwrlbers Truss bebb�ta�pyyohbewad'.In tin event
to begin mpah regrAred, or to subsdhge oalaztrrnw, at Gwnbers(�opt(dn'aa'Mri M vAhkn
4. The urdespned adobMedpeS rocelpl of'BCSI 1-09'sunanary dart by TPI & WTCA
A DsOvay b [o Job Sin. k N fie buysfa'respayahelpr to make db Job eke Suitable for
. Chambers T hm ab sob arAhhodQr ro deOmmIne the SukebSfy of the Job de & ■
deMrmy. Clwnben Truss will be r�pons161e tar dumpdehwy The Wier M rommu bw for addMorbl depwry e> r f2bmben True has redavee
because Job ape Is tot papered for dspvery or brryer b not WSPI for delivery of brnseS.
Beyer Is reeponsble to Chamber Truss for towMy mats due to de condidone,
A Puce as rheum Iq peapreph 7 bekw b au *d to change 1fany dw" ue. made M
Cis layout. A $50 per hour fee for revhbne mar Its dwged by Chambers Tnaa. '
7. Thb-ls a PURCHASE ORDER III Chambers. Truss of the sum agreed 10, at Iflyeenhad a reasonable pdca. Invoke Sun a made on dWvery and pail M1hM tern or net
on debery. Invoice May. be made at adledubd date bf do" k buyer cannot adapt
delivery of feMmled tuners. The uncle alpnod apnea to PaY Chembam.Tsm reasonable
abtntiy's tee for mkedbrn In event of payment not thn* made, 1-12 % per mom eeJvJce
IcNarp wa be added ford aims not pwdwMerms
Jn p.
& SlprwNre or bdpals vryMrote an ads Sheet wna06Res apram wit to at tearw herein.
I Inoornlden0orh Of Chamber Tens vdhoirp erase for uhla metetet the undaretpnad
wmrhdtl; Tru puaramees ream when M oP dry and d Indebtedness awed it
Indebtedness
Truss rig amity rs fan. deI and the ur dw*ned agrees to pay such
MCOIkldsbMdrbu phdumng agomeys fees, V detach M PWhI for metadet be made by the
10. N the event o1 any W984 n coownril g this aWeennent, the pants hamahed hereunder
or payments stared to herein, fhe Pardee agree CC the aple vest for any such aWm MO
be Sahg:Ode County, Paide.
11. Deslplh resporbt MN are W "Nalkeel Standard And wed GIAdeI On
RaeponsWifte For Carleh xdm UeMp Metal Plate Comeded Wood Tnnaes
ANSVTPWJTCA 4-200T'
DATED ^�• .. .
SKiNED
FOR TITLE
Multiple ply trusses must be fastened together per engineering
Before they are set; fallure to do so can rasultln roof collapse.
Temporary and permanent bracing are required and can save lire
and property and Is the responsibility of the truss erector.
Study the contents of the Information packet Included on delivery
before setting busses.
7Ftaraserramtbesetandbracedpidpslgntlppsppr>tt�tryE danmpe�
Trusses must be set plumb and square
Do riot sat bunks or stack of plywood, rooting material or any .
'othe_�cobtontrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAy6UT
USE LAYOUT DELIVERED WITH TRUSSES To SET TRUSSES
CHAMBERS TRUSS INC
3108 Oleander Avenue
Fort Plerce; Florida 34982.6423
800-551-5932
Fort Pierce 772.466-W12 Fax 772-465-8711
Vero Beach M-5N4012 Stuart '772-286-3302 '
. ur_r. ew. nuaueeuaTvnAC r`.AY - � .
A8 AND AQ pr7o0©s ,
CCP,h�(1yiT�C c,y/£C 05
hS Tf/{p
92.0/93.2 MI MK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
FORT PIERCE
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
160mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
13'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
R.U.L. Kestrelning Dead Load C.B.=Continuotis Bracinty
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: 74565
Scale: 1 /4 = 1'
69 total trusses, 8 d'Ifferent trusses.
MI 4: RLC ACAD: RLC Reviewed By:
Date:08/09/17 Revised:12/01/17
FOR
EDWARDS LANDING LLC
DESCRIPTION:
3156-3166 MORNINGDEW LANE
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
74565
2'i
k"
W for WC wall
rttG• -rob bars
Bedroom 1
11 for tub wall
mt. grab bus
4' 0„ g .,
f7°
0
CIO et
double 20 gage 1 5/8" x
5 5/8" aluminized metal
studs ale' c/o - see
Petalls below Un
I
10 '
O
.........................................................................................................
4514 I,
r
rT N6 han
raft blocking `A
Fliberelass tub &
"Tapcanned'to
C55 wall,
3-place fiberglass
d
overlay D/
w/ 3/4" COX
wall overlay
i
plywood
1' 01/21,
double 20
3 5/811 Aluminized
ge 1 5/8" x
metal
studs 0 16'
o/c
Bath
t T 2x6 ham
roll blockfng
I
�g _ GLEgR
rzooF
within stud
wall, overlay
D/W w/ 3/4
COX plywood
lap
(typ. each
nd of tub)
`-
Vanity o0umter &
11 10 "
support w/ knso
1' 51/21,
clearance
i 48" I
O
LAV- aE.* N
550' u
FLOOR 5PAa jA
Tt
fixed
1 pull
-
M
13' 3
u=
�!(glit =
�.
clec. switch d
cab.
HaI10 42" AFF pn'I• � 42" AFF =
@)
14-
_
FLOOK1�°EO41,6
t (w/ overlap) 51 1 11 M
fixed
pull
, , fixed
1 ^f 1 pull :---
_ — _ _
T
-
-----
--
scat
cIear
1=
------------------------M
FI oor
1 O
Wspace481
Q,_�5
, ,
;washerAHU
boxeY
box I----------w.
over
aster
=
Fair HouS1ng Act Analysis plan
30, 91/21,
to centcrlfne of 3" FVC 0 toilet
3011 I
1
:I
------ --1-- -- -----
Sink - clear; I, I
Floor space
, opt
Id 21 A"
Ref. - clear]6
30„ I 'I Floor oor space 2a'
I
'------ _! __ 30" t2ange
Kitchen � - Eo:
Range - clearFIoor space
Ci
O
i
=
Entry
Living —
THESE PLANS AND ALL PROPOSED WON(
ARE SUBJECT TO ANY CORRECTIONS ADA/AiJ51 A 1 17. 1
REQUIRED BY FIELD INSPECTORS THAT threshold
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE COVES.
Scale - 1/2" = 1' O"
C55 party double 20 gaga aluminized
wall / sted studs �1le, 010
FT lxG's
GOLD 50NP "Xf " #10 self -tapping screws 0
gypsum drywall. 8" o/c, staggered pattern
3/#1 COX ,- / 2x6 block(-- per isometric
plywood ---11 I -, 7 ----
solid spacer " --------------------------
anan •nnnn ann.n.. n*�•+nrn x.n n nrn vn n.mr,n.n nn :, ;.annrraa amnarn s•
fiber -lass tub
surround
5ath Wall �@ C55 5ath Wall c Tub
2x6's w/ (2) #10 x 11/4" ppan-head screws thru studs
to each end of 2x6's - 3/4"CDX Olywood overlay on D/W **
g for Lay.
counter support Wall Backing Index
fo
N I'T 1xes w/ 1/211 x 2 5/8" bugle head Tapcon conrete
® screws 0 8" o/c -3/4' CDX plywood overlay on D/W **
2x6 r, w/ (2) #10 x 11/4" an -head screws thru studs
to each endd of 2x6's - 3/4" COX plywood overlay on P/W *rrlfrror cups
NOTE: Future Installation of grab bars on party © 2x619w/ (2) #10 x 11/4" pan -head screws thru studs w/Dnv Inserts
wall chat[ uOlze stainless steel Tapcon screws to each end of Zx6's
dfamencr per accessory manufacturer's ** solid COX backing over P/W to fill void behind
catalog, mfnimum length 41/2" fiberglass tub surround. 30' x 42°
mirror
13ath Wall reinforcement loometric NT5 clbfn „r-
Door 5checlu�e
Mark
5!ze
Thickncsy
Door Mat';,
Frame
Remarks
306$
13/4"
Ins HM
HM
See Note 1 below **
2
$06e, 5L
31/211
white of nyl
white vinyl
tempered, Insulated, mom -impact oray tint glass
3
21068 ®
1 3/8"
Maeonfte HC
wood
raised panel pre hung w/privacy lock**
4
2668 5f
1 3/$"
Meteorite HC
p/W
raised panel
rj
206$
1 3/$"
Masonite HC
wood
raised panel pre -hung, no (nterfor trim
6
2106$ m
13/$"
Masonite 5C
woad
interior pull handle & privacy lock**
5068 5!*
1 1/4"
Masonite HC
D/W
raised panel no trim, D/W opening
1668
1 3/$"
Masonite HC
wood
raised panel pre -hung, no Interior trim **
306$
1 3/8"
Masonite HC
wood
raised panel prehun- w/ privacy lock **
0
506$ BYP
1 3/6
Masonite HC
wood
raised panel - no trim, D/W opening
* All loeksets, privacy & awing(-- closet doors ®hall have "lever handlo" trim, both side®.
Note 1 : Door #1 to be 90 minute ffre rated w/ permanant time
fndfoatt� fire ratfl� Impact rwtad, ralised�analiMeulated — — —
rpoor #1 threshold shall be PEMko 72509 t'k-A mill ffnfsh Alur fnurn w/
rernkorrene air & water seal. ANSI A117.1 comptfant, UL 10C fire rated.
Door & Window Notes:
1. Windowe shall be rOT Insulated vfnyl[160 mph t 3 second burst non -impost P6G rated.
be 100 3 VOrs o -impact PBC rated.
2. 511d rig egre will mph - eecon
3. Ft3C�160 mom- 3 second burst code complfent shutters shall be Installed as shown for all
wfndow® & sliding doors.
4. Entry door to have Oufcksat commercial grade to ckset & deadboft. Door, frame &hardware
shall be certified to meet the requfremente of impact rated F5C 160 mph 3-second burst req.
5, All lockeets shall have ADA compliant "lever handle" putts,
4 Lam.
splash 4 „ 1'
2x6 wwll
blockfne\ I
$ `o � ass
N 't
d
fiberelas
Twit,
surround
2x6 watt
blockfne
behfnd D/w
2x6 wall
blocktng
1'7" V7"
future �
i
stab lWY-
- vars�
I 1
R)
double 20 gage alumfnized
steel studs a 16" o/c
#10 self -tapping screws 0
8" olc, staggered pattern �`
2x6 blocking per Isometric Z.
--------------`--------- -- - — ----
bath Wall 0 LaylW C
II I "
scale - 2 =1 0
1/2" Gold
2x6 wall NOTE: All screws for vanity
Bond IV"
blocking connections shall be sta(n-
P/W
4" Lam• splash less steel
Lam
over3/4"
' (3)10 x 1/2"
pan -head (3) #8 x 1" 5/8" COX (a) #8 x 1"
COX
pan -head plywood 0 pan -head
A
ply'wd
skirt panel
l;
-
-
- O o
Lam on °
- '
1/21,5CX
X-01 X.0 °
i
(2) 8 x 1/2"Ilk
2x4 w/ #10 tamper Lam on double 3/4"
x 3" 55
resist." OD COX care
deck screws Plan Vlew each X-01 plywood
X-01
a Wall X-01 9D FAhel X-0 0 Support
[=
5lmpson "ML24Z" *Tamper resistant - #8 x 3/4" Simpson "HGA-10"
"Zmac" coated 410 stainless steel w/ pin- "Zmac" coated
2" x 4" angle pan head, self drilling angle connector
nominal 2x6 _
1' 10 " metal studs
I
2x6 wall I I . 2x6 wall
2x4 cleat w/ (4) blockfng 1 . blocking
I
.......................Ij .........�I..A .11 .
I T
Bcdroom 2
I
I
I
I
I
I
I
1
I
I
I
I
1
1
I
1
1
I
I
I
I
I
I
I
,
I
I
roof
overhang
above
automatic closer, max
7. 5# opening force
1 1
1/2" drop ;
to slab
in
1
Covered Entry
co
48" 1
, I
Entry door
clearance
----------------------------------
1
I
1
1
1
1
1
N
r
Fri
I
,
a
Fair Houoiho
us ubl( and or
Act Guidclinc Notes
C
uQ
L
s? E
to
1) Accessible bufldlrle cntrancc
on an accessfble route
v
u
- Please see Site Access
s
analyts bp y Culpepper - Tercnfne, Inc.
p
N
N
_ - Irieilvldual unit entrance
detafle arc shown on thle sheet.
-7
C E
2 A fbl d bl
ceasne a aa s p c c on areas .
"
splash
- Pse
e ee 5(tc Access analysts bp y Culpepper - Tcrenfne, Inc.
—
Ptcase see 5(tc Access analysts by Culpepper - Terpenfne, Inc.
0
3)
Usablc doors
_
- All bedroom & bath doors provide a minimum clear openfne of 32".
Opening force is less than 5#.
4)
Accessible route into & through the covered e1wc[Hrle unit
- Fully accessible route at acccssfblc unit cntrancc.
-
- Minimum width of acceselble route through unit fe 30".
- Must connect with clear floor spaces at all fixtures & appllances.
Gold Bond
5)
Lfeht switches , cicctrfcal swttchce, thermostats, & other
"XP"D/W
Plan Vfcw
cnvfronmceital controls fn acccssfblc locatfons:
In Bath
- Electrical switches & environmental contrule, - maximum 48"
above finish floor.
- Electrical outicts minfmum of 15" above f(mleh floor.
n „
t ° removable panel vfubarglaa� #10 55 3" dock
screws to blocking X-01
� I
bathroom Elevation v211-1' o"
—�- - _ '� X-01 crY---
Wall mount laminate coWmtcr & d• rop-frt sfnk ` ' - - y lI'
1 �i 1 ° E dro n '
5fnk shall be 11roFlo #Fl#194K vitreous chfria 811 X0 epnk 'X-O
Trfm - Glacfer Bay Mod l #F5121054CP X-01 to wall
N5l A117.1 com lfant jam°portal ";,X Ol Y
4 ccntarsct, pp „ ° 0
Antf-scald shower vale - Delta #R1000-UN
+� o
rou h valve body & Mod l #T13H903-20 tub � N lamfnatecovered I - 5/e"CDx
g N CPX Plywood VanityI I _ plywood &s
& shower trf m w/ cera c valve f nsert w/drop fn sink `\ I skirt panel
Alternate lavftory - Am rfcan Standard
N � • removable panel tile b
RAVENNA semi-pedlsta efrik #026f8.444 tits
w/411 o/c faucet holes - direct install to m base I I
wall blockfng (sfdc wall hocking not rca'd)
AN5( A117.1 complfent 4crt mounted End View -- 2" , d v7tz & Front Vfcw
—'V- son. drain
w/ top 0 2'91/2" aboveilffrifroh floor Wall Hung Lav* petal to 5cale -1" =1' 0"
.. ............-.......... ....... ......... .............. ................................. -............... ........... .- .............. ..........
......
wall - 30 x 48 clear floor area perpfndlcu ar to wall for a forward
mirror reach to controls.
4" Lam - Not covered arc circuit breakers, appliance eontro[s & outlets
splash dedicated for speclffc applfarlcce.
6) iZcfnforccel walls for grab bars
To allow later fnstat[atfon of grab bars around toilet, tub, shower
stall & shower scat.
� 7) Usablc Kitchens & Bathrooms
r - Kftchens to be on an acceselble route.
- Minfmum clear floor space at each fixture or appliance.
40 - Wheelchair turning spaces arc not rcqufreel.
Q ° - Clear floor space may be obstructed by Laundry area doors.
- An acccssfblc route to & into the bathroom.
N - Switches, outlets & controls !n acccssfble locations.
m - i cItiforced walls to allow future installation of grab bars at the
(l t & t b
N t0 C U .
- Mancuverfng space wfthfn the Bathroom to allow entry, closing
& opening Bath door & cxltfne the space.
- Mancuverfng clear floor space to approach & use the ffxtures5. Sheet
11 -32" clear opcn(ng Into the 5athroom. r' — — — — — — — -'- —
This 5hect added 11/28/171
--___-------�d Tm= R
Fair Housing fact Aural si5 5h _et of I
.......................................................................................................................................................................................I.............
_......................................................................................................................................................................... .................
........................................................................................ .
....................................................__...........,..........................................................,........................................,............................................................................................................ Q^ f Q 11
11-0
cJ•'i V s toisJhLit- E
8 „ 15, 0 „ a I, 15, 0 1, a II 151 O II n II ; � � � 1
1 n C/ :./ �/ ri G V i
151011 8 I, 151011 a II 15 0
to
s
5' 0 1, 0 1I 41011
l 0 1, 0 1I a 11 0 1I 51 0 1I A I 0" A l 0 1, 5r 0 11 \ I, 61 0 1i 5, 0 1, A l 0 11 A l 0 II 0 11 �1 0 1, 3 Q%
T T 51011
'Ci •(J Y of Ci l/ ICJ T o'i :J OQL S
to 43
S
t 4-1
0 OS~ x O
___________________________________ _ l4 3 la
____________________-___-_--____--_-_-r-____--___-____--__-_____--_-_______________-_________________,----
__ _______-_-____T____--________-_ i �•'•c , i T NO
--_'-__ �______�_ i / Y4-1
O
- — =Av — —� �' _ change 5L door N o a
to egress window z i s UX o
t-�.N�ioU
�n u
Bedroom 1 Bedroom 1 Bedroo 1 Bedroom 1 0
Bedroom 1 Bedroom 1 E
i o o a ; E>
O 151011 ontw
I
u
22" x 30" insulated E - S
ttfc access (typical) p u FA -
washer Q
o O O 10 O9O
O O 1Q 1Q O 9 dryer
1Q 9 washer dryer 9 ❑ washer dryer 1Q O box box
box box _ I u Q U
I box box �—
_ * 1
,- -` Cl Cl I ` 1 I I I / 1 --_ ����_ 1
' r 1 1 `` � 1 I 1 , / I
r 1 �\ ; 1 1 ,, I 1 I 1 I
L -----_------- L I fir, �f W I `�� ; L ------ ------ 43
L ; ; 0, W D o` ®; L o V)
I 1 I 1 ,I
-----�-� L I ' W I I W `A I ' , . I I I ,;. , i i ,, . I I 1 I I =^ `, !L 1L
, n I I I I .� ..�- 1 ld.
�. -_--, 0
0 8 t 1 D I D i 8 D 0 O >� ---� !- W--' I Hall @© r
0 O I i i 1 I ' Hall `- pn 1. \ It YCVi6e N N o O V
Bath Bath Bath Hall „ Bath a i tnisa" m o
all Bath Halls„ „' S�
o Bath I 5
' Hall 5
" G ❑ ov,
it I( n o iI 1" ,I - /
6 1
-tq p,^ <t 0
I
1
6 O LO © q' 4 II RI 2 11 gl ;
' © O
O
/ I
I
I I
o / U0110 I
I ❑ a ,
i
_____________...____-__________________---__--_-_--------_--------_--- •________-_____-___--------------_-_---__------_- -;
---- '----------------------------- 15' 0 " 8 11 151 011 81,
I
V
Cluing Living Gt A 1, 21 A 11
Living T T
° Living
II��II°f� Q�h� II� II�II�P Uri g U�IIU
IIp�YII� Il N
1
_o
Klt hen � K(t hen
° --' Kitchen K(tcheh -- -- Kitchen N
I t ,T• �" ' ' ' `"� '� Rohga
Lffooi
QO 0Q -ri - Q �� - c�1--?-- - V 4d �
--- --- O0 - =---o---=- ------ �� - ---- -- _Ci _ a - ��---- 00 CI--O�CI Cl 4 < az-� o a
1
I
Entr 3 ® 3 Entry Entry 3 4
0 3 Efiia y O 4 O 3 Entry Entry_
I p O y O O 3 5' 1 t/21, 31 a 93 U o
p (block to stud) �j
° Bedroom 2 Bedroom 2 0 1711
0 0 o a 4
0o a EI oa
0 0 0o Bedro 2 Bedroom 2 o
0 0 0 Bedroom2o u-E
LL
Bedroom 2 1
1
I , , ,, C/ •T V V •'f V I X
i O C7 S -X In L
" Covered Covered Entry ® o 0 0 0 °" Covered ;Entry m
0 0 0 Entry a o a,
® ® ® \ivJ O It
LJ
-----------------------------{ o
p --------T11E rf�{�n1f5 Aid6 kkktoRObUS:'O11CC e E EI ?-------------------------- Fv
------------- ; I ARE SUBJECT TO ANY COPRECTIONS __ _-------------------------_ ; _ �-------------------------'� ' 1 ,
_ _ ________________— — — _J •� — — — — — — — �- — — — — — -� — — — — — n— �•
' ______________ __ -------------------'---' REQUIRED BY FIELD INSPECTORS T11,ST I
MAY BE NECESSARY IN ORDER TO I Ba51c Wind Load Factorro Eire Protection
u i [ d i [ o r f� [ +� Scale -1/4" = 11 Q° COMPLY WITH ALL A,�PL4CABLE CODES. I (Par A pee 7-10) These R-2 Dwelling umIts13Kf shall h pro
Wlnd speed (3 second gust) 160 mph system
by an NFPA 13K firesp. Note
Building Designed as - main structure - enclosed system per Section 1.2 .1 requires 1. Note
entrycanopies -open that 5ectlon exterior •1fedo
P P protection of exterior roofed ground
Door 5checlu[e
Mark
51ze
Thickness
boor Mat'lr
Frame
Kemarke
3068
13/4"
ins HM
HM
See Note 1 below **
2
Not Used
3
21068Q
1 3/8"
Masonite HC
wood
raised panel pre-hungw/privacy lock**
q
12668 HCl
13/8"
Masonite HC
D/W
raised panel
rj
2068
1 3/8"
Masonite HC
wood
raised panel pre -hung, no interfor trim
6
21068,&
13/8"
Masonite 5C
wood
Interior pull handle & privacy lock**
5068 Bi
11/4"
Masonite HC
D/W
raised panel - no trim, D/W opening
fj
1668
1 3/8"
Masonite HC
wood
raised panel pre -hung, no Interior trim **
9
3068
1 3/8"
Masonite HC
wood
raised panel prehung w/ privacy lock **
5068 BYP
13/8"
Masonite HC
wood
raised panel - no trim, D/W oponing
* All locksots, privacy & swinging closet doors shall have "lover handier' trim, both sfdas,
Note 1 : Door #1 to bo 90 m(nuto ffro rated w/ pormwnant tag
fndtcatins ffro rating lmpAct rseted, ra(sodoanol_In6ulsltod — — —
#2009 PK-A mfll ffnfsh atumfnum w/-I
rpoor #1 tthroehold ghat( bo rEMKO
remkorrene aftr & water Beal. ANSI A117 1 complfant, UL 10C ffro rated)
Door & Window Notes:
1. Windows shall be rOT Insulated vinyt�160 moh 3 second burst non -Impact FBC rated.
shall be Installed as shown for all
�Z. FBG�16ws0 mph(- 3 second buret code comp tent shutters
4 Entry door to have Oulckset commercfal grads locksot & deadbolt• Door, frame & hardware
F5C 160 mph 3-second burst
shall be certffted to meet the regufrements of impact dated
rea.,[45 minute fire raatted w/ ADA automatic 7-loser.-II — [mulls.
5. All tockeets shrill have ADA coin lfant ""lever handle"
N o t e 5
F i +� i 5 h � c h e d u � e
Per FBG Table 1604.5 protect Buildings are "Category II " -Housing floor potion &entrances. I
Exposure 115" - R1sk Category 2
1.18
Internal Pressure lmo ho specient = ally
Components &Cladding not specifically on Cover shoat below to be + or - 75 pef, I
AKEA
FL001Z
BASE
WALLS
CEILING
12EMAKK5
I
Finish Notes:
Enrty
Gar• Tile
Wood
D/W
D/W
I
Live Loads - Apartment Interior floor live load = 40 psf
- Roof Live Load mintnimum = 30 psf
1. WIN wall smooth finish.
"knockdown" "ceiling
Kitchen
Cer. Tile
Wood
D/W
D/W
I
party Wall C a i c U l at eel Fire Kat i n g
2. D/W ce(lfnge random spray applied texture, paint white",
L(v(ng Area
Cer. Tile
Wood
D/W
D/W
I
per FBG 2014 Tables 722.2.1.1, 722.2.1.4(1) & 722.2,1.4(2) :
3. Bathroom ceramic the floors to be Group 1 color 611 x 6" self spacing, dyed grout.
Hall
er. ( e
Wood
D/W
I
Party wall constructed from carbonate concrete masonry units (CMU) - nominal size
4. Base tile to be mom. 4" x 4" "brfeht glaze", dyad grout.
Bath
Cer. Tile
Cer Tile
D/W
D/W
ail walls & clg. shall be
I
7 5/8" x 7 5/8" x 15 5/8" - equivalent thickness of 3,62" per tesing of "standard S"
5. Ceramfc tfle floors to be Group 1 color 12" x 12" coeficferit of friction > 0.65, dyed grout.
Bedrooms
Cer. Tile
Wood
D/W
D/W
Gold Bond Type XP
concrete block" by Maschrleyer Concrete.
6. Interior doors to be rafted oanel fviason(te HC �rehung w! "Colonial" profile trim.— — — —
Closet/L/P
Cer. Tile
Wood
D/W_
D/W_
_ _
I
Per Table 722.2.1.4(1) gypsum wallboard applied to the non fire exposed side of
IInterior Vent(Ilat(on I
FBC 2014 5) Mmechahical Volume - Table 403.3, the interior spaces arc required
I
_ _E _ _ _ _ _
Eloor T(lG Ccram(c tfle shall be 12" x 12" x 5/16" Trafficmastar "Laguna
(ids ADA 0ufdelfnes aa.B (d� sfstant.
DCyOF n Gr 0.42 meetso
i
I
carbonate CMU has a multiplier of 3.0. The specified 1/2" gypsum wallboard adds
1.5" equivalent thickness (section 722.3.2.1) for a total of 5.12", sufflelent for a two
Per (Edition
to have at least 0.35 air changes per hour or 15 cfm per person, whichever Is the larger.
iZat or exec
i crass "A" fine = 42 - rmbla
I
hour fire rating per Table 722.2.1. Addltionally,per Table 722.2.1.4(2) the 1/2" gypsum
I
The 5edona units have an interior volume of 5,786 cubic feet /60 minutes / hour * 0.35
Bath Drywall - wart & oefifne board fn Bathrooms shatt be 1/2" GOLD
I
drywall on the fire exposed tide adds 15mfnutes more for a total calculated fire rating
2 hours, 15 minutes.
= 33.6 of of contlnuous outside air. Per Table 403.3, air volumsmust also be calculated for
I
I BOND Type "xl" gypsum drywall w/ "5porogarel" motel/mfldew fnh(b(tor.
of
2 persons In the first bedroom,1 person in the second bedroom for a total of 45 cfm requ(ered,I
(Sgum Dr Wall Per ASTM E-a4, Gyypsum Wall -board has a Frame
I mead 12atfine F5R < 15, 0 - Smoke LDave[opeal = D) =Crass "A".
I
This masonry wall !s continuous from the floor slab
which governs.
„ I
Bathroom vent fan shall be Panato is WhlsperGreen Select FV 0511VK59 bathroom vent fan
5
cam lfance w/ FBC 2014 "Decorative Materials &Trim" -section 806.1 Exception -Curtains, hangings &
I other decorative materials shall not exceed 5o% of wall area in dwelting units proteoted by an approved
I
I
to poured concrete rake beam.1/2" gypsum drywall
wall finish shall continue Into attic & be sealed to
f f h n the room is occu fed (motion sensor module I
autoatio fire sprinkier system,
m
roof nailer w/3M CP 25WD Plus fire barrier sealant
set to supply 50 cfm contlnuous, c III IVe
within fan enclosure). Optional FV-V5VK motion & FV-G5VK1 condensation sensors shall be
Expoeure'1- Insulated, non -impact vfnYI- TYPICAL
W i h 610 W 5 C h C eI U[ C F6C 160 mph - 60
I F[0 Q r a {1 scale 1/4" 0"
Sheet
installed.
— — — — — — — — — *— — — — — -- — — — — — — — — — —
FBC 2014 - iZ303.1- Exceptions - ,. where artffIola[ light is provided ..•producing an average
Mark
Desig/5tze
From
Glazing
Shutter
Remarks
=1'
�{ I
�E OF
I
I
illum(nat(on of 6 footcandlet at 3Q" above the floor.
I
®
,
#34SL(5k x50")
White Vinyl
5C=0.67 gray
demountable galy'
5K Egress masonry opening
I
I U n It Area
4M
o
The permanantly Installed I(ght(me within the l(v(mg area Incapable of producing 18 foot-
I
64" x 50"
white Vinyl
SC=0.67 gray
domountable gory.
5K Egress - masonry opening J
Limit Area = 668 e.f. , Covered Entry 3 x 119 = 357 s.f.
I
�oz
0'i 5
candles at30"AFF.
-- _ _—--------------- —
L Total Building Area _6 units = 4,— — — — — —
— — _ — � I`
................................................ . .............
P
n P
it It
n n
wr••*a•
n n
a n
n n
it P
It "
N II
P n
Hmrdlplank aiding over 30# roofing
felt & 1/2" CDX plywood sha*thing -
fasten w/ 8d ring-ahank nape 0
4" o.c, *tong edges and trues members
hard -coast foam column capital
applied over filled CBS column
C -1
Elcvatlon
12101,
(trues Span)
12
4
rVC J-bead - leave 3/8"
apace for caulking
patnted 1/2" 5CX Plywood
OWN: - nail per Sheathing
acheduts on Shoot ST-2
Section
1/2" drop from
finish floor to 1/6" per foot,
'e(dawalk 0 door slope to walk
/. +gip:.• .,
insulation baffets
0 each truss e
F1
7-7
Flberel*e shingles over 30# roofing felt
,on 5/8" CDX plywood Sheathing nailed per
Schedule on Sheet ST-3
wood trusses 0 21 011 o1c
X-2
a as. truss
"i'
rap �f a-2
-, 3" gate, drip wigs
e M ix2 drip
tx6 faecla
1, 2x4 sub -fascia
/ 1/2i1 D/W over K-4.1 FiFoil iI
radicnt barrier & FT 1x2
fur rime a 1' 4" ale ---�
;_...--Entry beyand
t
I
wood base
1
1
CS5 wall
M
0=111111"Ifill
/"
-1 W x 8" cotumn block
fitted w/ 3Op00 pat cone.
(1) #5 vert, & #5 dowel to
footing below
160 mph F(Itargtas shingles
(2) 2xA•"rat runners"
At 1/5 pofnts wl (2)
16d gain. at each truss
Kitchen
....................................................................................................................................................................................................................................................................._.,..................................................,.,........................................
~ +�
31 roofing felt flashing 0 __ _. ^ Harellelolank shall be fastened w/ 6d -1 °
each vertical H'f'lank joint I Type 316 stainless steel ring-shan°
k I 0
lap over min. P' over plunk , halls 0 S"o/C. q D
Mow I Starter strip - 0.312" x 11/4" strip
5/8"pX plywaad Hardlerlank lap efdfng cut from 0.312 "x 5h" "EverTrue"
Sheathing i 30# roofing fait ` I'VC — trim— -... I �to s o r
— a — �. °Uas—L
Tf�A Naga aluminum! ® =4 i 3
HardfFlank neoprene axasv ei
' I "Fi-Fih"
i° •'.•. ( � N ,�
�'•: ' r nr to
SIdUn 4 >
gable -end truss I th °¢� ° a L
30# roofing felt p I 30#
w/ built-2x4 u
framing behind roofing I _mU ° , t�
felt i°plX N
318 x 11/4
Starter strip I '
, r .032 gagcwhite painted I °s v
p , (Starter strip - 0,31211 x 11/4" strip ': aluminum cap flashing I v 43 SL L
' out from 0.312 "x 5& "EverTrue" ./' `` 5/4" x 31/2" HardieTrfm s s
n i if'VG trim board,
painted, .032 alum r %. .032 gage white painted
Sap flaShfng all slang '+ I ^-'"-" Alumfnum base flashing
;;\ .: continuous ,050" x 4" alum. i
~~~' cleat strip w/ #12 x 11l2 43E;
1/2" a - do ' i _ _ _ f ~~a~ staintass pan head screws I v sat w
net p caulk behi nd- `I ~~~~..«" , at 6" o.a. all along ( v° s
411
5/4" x 31/2"
HardieTrim
U
I ^' I tp sii �
painted, .032"alum smooth stucco over I i 4D IL l_ V)
drip -edge all along galy HMS steel lath I asphalt shingles
!'VC J-bead I NOTE.30# roofing felt ( (ti h N
underlayment cam -
alone :1 5/8" CDX plywood tractor to instatt Corr- I env N ®" U
roof sheathin
g plate waterproof layer I t3Y p Q[
under s(d(ng & roofing
r r
r r
Livime area
Starter strip - 0.312" x 11/4" strip cut from 0,312 "x 5.6" "EverTruc" PVC trim
board, apply in 24' sections leaving 1/2" dra(naga space between each section.
Fasten 0 12" olc wl #6 55 ring -shank nafule 0 8" olo
M(ilen(um Metals Inc. - 26 gaga painted galy.
off -rides vent min. 4' 0" LF - fasten w/ gaty.
Sd ring -shank malls 04" o1c & #12 easketeel
"roof screws" 0 6° o1c along lower edge
12
4-
R-30 F(bargias ctg. Ins
pre-engineered
wood trusses
At 2' 0" ox,
2x4 "rat -runs" w/
(2)16d to each truss
1 i
I I
I
1
J,_,j f
Hall Ili
I
I
I
I ,tt
6
relocate
door &
`/ t..._______..__ i
j
elec. pn't.
I it
�
I r
HardleTrim shall be installed w/ 8d Type 316 stainless steel rime -shank I
malls 0 6" o/c staggered pattern.
I
Hardlerlatlk lap siding fastened w/ 6d, Type 316 stainless steel ring-
I
shank nails - face mail 0 ei"o/o.
i
Metal plashing - 0.032" white painted aluminum sheet, formed as required
Flexible flashime - TizA 5mow & Sun 11" wide corrugated aluminum/butyl Self -
adhered flashing - Ti2A sun & 5mow (877) 290-8669 - tra6h0Wamd6Um.00n1
South EW Street, American Forks, Utah 84003—
i ,1657
A4-1
braces 0
k
ellagonel 2x4
1/3 points of gable
W
2101,
Add Octal[ E/A-3
U
h*If valley trusses
typ OH
3" white alum, drip edges
v LG
UA ell
2' 0" -- ---
14 AZEK drip
cn
pre-ffnlshad white atum. fascia trim
z
o
x4 sub-fasa(a & save black
o
-
painted Hardia5offit
painted Hmrdlartsmk Sldime over 30# roofing
5" S.
I a
X-2�
felt - install w/ Ustainless steel ring -shank
u is
°
a
each
malts per HVHZ requirements
>
and
E
l0'
z
->
X-7
A-3 Fiberglass shingles over Self-
O °
li
F
adhered underlaymant
U_ :31
a
.A_),.
X-1 at Ott
0aa. truss
c•• C, j
gU
E
plats ht.
L
Insulation
sailing density 5/8" D/W baffats St
Typical fascia & Impact
a
S .a
c
� ;?
each truss
read soffit
N
Stucco soffit all around w/ W x 16'
fitlad 8" course of "beam block' I GAF/MasterFiow atum. screened
r o © w/ (1) #5 comt. & rrecast Witst vents at 4' a" ox.
Sea "Llmtet Sch" on Sheet ST-i
2 hour fire rated cave -
Gyp. Asa'm. File #wP4.136
1/2" D!w on each stele of 15/8" x (2)1111115/5" FCDw each
3 5/61, 25 gaga aluminized Steel side of 2x4 wood Studs 0
studs at 1' 4" ox, 2' a' ale - seat all around to
soffit. C155 wall & roof Jack,
extend to sub -fascia
(typical &a each porch roof)
paint grade molded
I /1lcolomlal" base
. dx
221011 421 10 It 25' 9 3/5" 1.
Sot a 1,
ul
lzml
Ie
cV Vl om
Scale 1/2" =
1' 0"
Basic Load Factors
rr1LEE PLAN AND ALL PROPOSW W011K
ARE SUBJECT TO ANY COFIWTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO /� .t-.t- � Y t
COMPLY t^JITH ALL A,°PLtCABLE CODES. Attic i� t� i G is tit i l at I c m C a I G ✓ a FBG 2014 Section 1203.2 - Exception 1
Attic Area (Unit interior & porch ) = 741 e.f.
Ventilation area req'd =1/300 (w/ vapor retarder) = 2.47 s.f. or 356 sq. Inches.
Off-rldgc vont to be 50% or 177 sq. Inches, min.
Speclfled off -ridge vent - MMI 4' = 99 sq, inches open area, (2) req'd. per Apt. Unit
Kequired cave vents also must =177 sq. inches open area per Unit
$pcclfled vent Is GAF "MasterFlow" 5" x 16" white alum. #EAC16x8W
-each vent = 56 eq. Inches open area meaane min. (4) vents required per 16wide r
..._.................................................................................._,,....,..................._....................,...............,......,......,...................-............................,.............................,......................,....................
A
QP7
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Mange Hood
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1 4" tam, splash 20 izane e
i--------------
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KlTOO hem
5calc 3/6' 1'0"
stucco on 05 wall
pre-cnelmeered wood
trusses 0 2' ale
diagonal Zx4
bracing
W 1/3 points
"
11
li 11
raised stucco It IIIt 11
II 11
calumet base 1;
ti
11 II
1/2" COX cab. Wocklno
as required
2 hour fire rated roof divider
I
1 II
,
r'
r
�I
a r 301, Kf"g. 1$" DB 24" sfnk base
Scale 3/8" _— 1' 0"
Fire retardant treated 5/5" COX plywood sheathing within
4' 0" Of FACE of C155 Party Wall (Per FBC 704.4.2.2)
Architectural grade Ffbcrolas PT 2x6`s each side of rake bm.
shfnolce on 30# roofing felt &
5/5" COX plywood nailed per 3/1611 x 41/4" TAFCON fasteners
Koof Schedule e dD 2' 0" o.c. staeoered pattern
Gyp. Ass'n, File #WP4136
(2) layers 5/5" FCDW each
side of Zx4 wood studs 0
2' fi o/c -seal all around to 1 0"
soffit, CB5 wall &roof deck,
extend to sub -fascia PVC J-bcad w/
(typical 0 each porch roof) exterior sealant
I to stucco soffit
FT 1x4 fIrc block
ty icalall around
X _5
L-2
-z Efitry
hardcoat foam prefab
column capitals
12" x 12" column block
filled w/ 30p00 psf cone,
(4) #4 Vert, & #4 dowels to
footing below
max, 1/2" drop from
FFE to conc. walk
41' -3000 F$ermesh reinforced
conc, slab on .006" Potyethylcne,
1/2" closed cell vapor barricrtrcatedr compacted
foam cxp, joint clean sand f111
M (I
r.0IIA'451:,•,py}�' f', •�• �+:`•j: a':-t: •r +
i t ,
+
/V : closed cell +
beet exp. Dint +
PVC weep
screed
2" below FFE
f
i
"
1"
�,-3 lnace�5ab�e
Rttic
s ? .,, .! ,'d t2-30 blown -in—. "�`r-�,/•
Flbcrelas In
L 1 t,
,004" poly vapor barrier between
ccllimo drywall & wood trusscs
i t t pre,-emofineercd wood
trusscs at Z' 0" o.c. &
op of beam as shown
1/2'" ccillno density
D/W
1/2" D over Ik-4.1 FfFoll�),
radfcn barrier & PT 1x2
f urrime 0V 4" olc ----'
1�i
1JA
w'
w
w II"
j
PT 1x4
fire -
black
L I V I ti
nomin l 5" x a', x 16"
coma. look wall in provfdc 3/4" cdx plywood
half-rUnnfine bond w/ blocking for cab's & ea.
9 emee ealy. "Our-o- _ _ _ _ _ _ _
Wall" (adder ties j 2 hour fire rated CB5 wall ~
each frd course ! continuous from lot floor sta� b:
tAl
to rake beam above - NO
\ PENETKAT1ON5 ALLOWED
woad
Y".• ••1, •, •, ••, ••,,•-•',
"+`' ------------
f ++
LIA
d
0
�
f43
J
ffberolas
f
tub
f
surround
1 r_-
1
(1!
e
O
A !! 11 Olt
T
1L mil' it
+
11 Pr li
/
future
oral;,
\ medicine
I
bars
---
"`--------------
'
f
0
removable,
"
panel
-
f
f
fibcrelas
tub
J
o
open to wall
J
�'
ceramic
/
U
tile base,
u
h
f
bee 6heet PW—
i for
N
N
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ID r
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p
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`--.- 5calc3/8"-1'0" fixture dimensions
f 4' 0" to edge of of -ridge vent--
1
^ _... — — Rake beam -min 7 5/5" x 12" h - 3000 psi cone. w/ — �
(4) #4 cont., extend filled cells from watts below THESE PLA4NS AND ALL PROPOS"D WCF?i{
into rake beam w/ #5'ILI' at the top of each filiod ARE SUBJECT TO ANY C0r..REC, IONS
cell to rake beam REQUIRED BY FIELD iNSPECTOP'S THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL A,PPLJCAEILE COVES.
" 10 `r
GX c 7t0 mtVc,-'3%
Tier. • T •
•. A
1/2" ceiling density
" D/W
1/2" D/W over PT 1x2 furrine strips 0
f
LHI
2' 0" ox. each side of C135 wall w/ 1
mylar covered "F1-Foll" insulation
11
1/2" D/W each side of 15/5" x 3 5/6"
- 25 gage aluminized steel studs at
11 I
(typical de, each party wall) it
© I provide 1/2" cdx plywood
Scc Sheet A-2 for FBC ikatlhg J b(ock(n f
11
\__------- _ " g oroab's&eve.•
n
;II typical partitlon -
4" - 3000 Fibermcsh reinforced :1 1/2" D/W each sfde
conc. slab on .006" Fofyethylene ;" of 1 5/5" x 3 5/5"
vapor barriertrcated, compacted iLl 25 oaoc steel studs
Clean sand fill l at 1" 4" ox,
111
wood base
6tl n'.nW
777777777.77
= et
---------------------
it
t
A t r t t A A r D r A D
1]i O Li
130 mph Flbcrolas
shingles typical
overhang
pre-emofmccred wood
trusses at 2' 0" ox, &
as shown
12
4
L� K-30 blown {M
4,Fibcr01as Ins.
FT 1x4 ffre-block L-3
filled 5" course of 'beam block'
w/ (1) #5 cant. & Precast Lintel
5ce "Lintel 5ch" on 5hcet ST-1
vinyl frame, insulated
sifdfng otass door
l 1
5c� room ,
"
i
1
3/16" x 21/4" TAFCON °
/ fasteners a 2' 0" o/c ' f
'sp9P9§i 1
3/4" marble, window sift
4" - 3000 Fibermcsh reinforced
conc, slab on .006" Fotyethytcnc
vapor barriertreated, compacted
clean sand fill yvgad 1
base
(typ-)
•r: •r: •r:
♦♦♦ r- t' r• r
F1 ----------- -----r
a •
2 hour fire rated cave, -
Gyp. Aee'n, File #WP4136
(2) layers 5/5" FCDW each
�+ N
w
side of Zx4 wood etude a
f,
'
2' 0" o/c - seat all around to
soffit, C155 wall & roof deck,
0
"' 2
a
extend to sub fascia
s_
L
JS
(typical 0 each porch roof)
<
IL
z 2
g�
®:
LL o
plate ht.
IL
u
' U
'
u
v<'tE
\ white painted alum.
\ drip &fascia L
5tucco soffit at[ around w/ O p N
5" x 16" GAF/Master Flow
alum. screened vents at
4' 0" o.c.
y PVC "J-bead" w/ oauikine along head
impact rated ramovablc storm panels per
FBC 160 mph wfndzome pressures shown
i on Elevations
` precast CastCrctc
conorete" HfOrl" sill
"
Aohanoc slldino door
Jl \ to horn. rolting
J t \ corcee window
PVC weep
% screed
� 211 below FFE
Of Olt
l=(n(sh floor
slope oradc away
from buildines
r4�, DEC 1 g REC'D
OF FLU`
r a r1 Vol a C Scale 3/4" 1' ®"` ,-`� El V\ I C , Fo rt V Vol a i [ � I M t � r � o r '"t ` m n /nz �. c � r VV a [ i wail construction has a m(nimum one hour ratlnA. � AaM � �
A-4
4" from corners
_ buglc head
removable corr4ated 1/4' x 41/2"
alum. storm panels �, TAPCON conc.
at 12" o.c. all
/around
Kcocue openfng Compliance - F5C 2014 - 551029.2
Minimum 20" w x 24" h - 44" sill ht.,
5.0 5F min. area grade floor
Nominal 50" wide x 54" high
Clear opening - 20.6aa" w x 49.06" h = 7.05 5F
Sill height - ao" - 501r = 3011
VImyl 5L -° Naf7-impact
A
4" from corners
t
Bugle head
removable corrugated 1/4' x 41/2"
alum, storm panels TAPCON comic
t at 1^`° ox. all
/around
lZascue opening Compliance - F13C 2014 - 551029.2
Minimum 20" w x 24" h - 44" sill ht.,
5.0 5F min. area grade floor
Nominal 50" wide x 54" high
Clear opening - 2a.6aa" w x 49.06" h T9.77 5F
5111 height - 50" - 50" = 30"
Vinyl 5L - Non impact
6"from
corner
— 6" from
corner
3/8" x 41/2" TAPCON conc.
screws direct to C55 head/
slll/,Ljambs -for spacing
see rroduct Acceptance
5tarm Entry - 45mh Eirc katcd, impact
/ IPA automatic clooer, max° operlime force = 7.5#
L:1
A-5
G
A-5
0 _
0,000
reinforce CMU each
side of opening
istucco
sealant caulking
5/4 trim
1/4" x 41/2" TAPCON
conc. screws 0 10"
o/c all around
let -In 1x2
stop
a14 door jamb
1/2" D/W
Colonial trim
PT 2x edge
blocking
r
W-A
ME"E/ Mr o
3/4" K-5 double
Mylar covered (so -foam board
insulation
1/2" M on PT 1x2'a
at 1' 4" ox, - furring
shot thru ins. ta-1214
Colonial trim
PT 2x edge
blocking
a/4 door jamb
let -in 1x2 stop ---
Door
Exterior Poor5
4-5 mf rl. Fire 1Katcd
3/4'° "Thermax" double
foil faced foam board
ins. tape & caulk
1/2" D/W on P'T1x2
furrthe at 1' 4" 0.0.
Ilaht texture
71 stucco on 0S
8" x 16' mom. C155
header - w/(2)#7
Fastenars per
FBC 130 mph
windzone
acceptance
stucco drip
sealant caulk
1x3 PT buck w/ 3/16" x
4" "TAPCON" fasteners
at 12" o.c.
X
X
'. •:.;>:'.:;.
':- `•: °.:p _.::.
•'••°.•;w,'.•,".•
top of opening
at even coursing
PVC corner
& Oilfbead
sealant caulk
C155, vinyl frame, insulated glazing
reinforce
CMU each
Side of CS5 wall
"'•''- c enln
min. #5 Vert. in filled
cell each aide of
opening or as shown
Pt
M
AM
interior - prchume
1/211 D/W
matal studs Ili wall
2x4 blocking
all around
paint grade molded
Colonial trim
eh(m
5/4" door frame
door frame w/
let -In atop
r,,
i
AA
p 9 on an __._,..»_.__..._...._____ _._.,.___
-- ----
StUCCO
- out buck from P? 5/4
?'. x 6 deck(ng, fasten w/
(4) Hflt( 3/8" x 41i2"
„ „ door
,,•, • MILTf Qu(ckbolts each � r
corner _ _!` f aide w/ 3 V2°' embedment I EXte r f o r panel e f U s
stucco bead — stucco on C135drii
l „ L'
pITT I a r 5 i
sealant ( ADA compkent i E
hold stucco back N
5/4 trim caulking I alum. threshold I N o l °� o 0
1I2 from alum, i i - > s z
1/4 x 41/2 TAPCON clean after stuccotiew ( i
i;i (natallation I s dewalk interior L °
r ;;°, L____ finish floor � s � �®
conc, sc ews 010
o/c all around i; Ti2EMCO "Mono" I level I , U 4 L
caulking
white 93 a
marble sill THESE PUNS AND ALL PROPOSSO WL1P?�$IL
L
alum. window ARE SUBJECT TO ANY COPRICTIONS
4
REQUIRED BY FIELD INSPECTORS THAT I I IL i
MAY BE NECESSAny IN "D2M To
i Q K
G3FJiRLY WITH ALL APPLICABLE CCr?ES, I m ,
45 min° Ffrc Kato ,� I' I tfi�r L)oor Thr> Omni
F y I s��
A-5 C135, of nyl frame, insulated elazf me
Ai PEMKO #2009_FK , clear anodized Tcmkote" finieh I �
I FEMKO #2001_FK - Alternate
both are APA compliant threoholde
1/411grey glass ~ ----•--__.._ww__..._—_—__...._..,.,..._..—__.._._��
w/transmittance
r �
2"' x 2" x 3/16" x 3" Cong ( S" min. aIt around i'T tx buck -window
3/4" Marble Type 316 55 angle w/ (2) - - to be thru-fastened
Sill 1 l 'l 'T %''I I i % y7 > /,f,'rr ffllf
1/4 x 3 Tapcon fasten-��f �l�/,crl /r�r'r�//ffi �lr��, Into fiClad bleak cells% ,!f% 1'fr
'\4 err to rill & (2) #1O I rl//1 /fin r` ; t/ s (J ;G iEq
screws to window frame / O
4—
„�- , . _... _ . , . d Ua{utd applied L
.--. \ ,, ''i ` Q�/ (/(,},� r r ! ri r ri rlri I i� fl
s PT 2x J flashing Jambs ti / /r
r r i a�
�.,..-•�, , �.':'. =n„•. _' hoed b, sill r� r rr � . rr s il.
o•`` /' at sill . • .r,r u u r rr r /r, r r , r /„ l
°°w •,, ; ', '.' : nom. $ x91/2 Cart Y + %
. .. \." `':'.'•' •,.rr,•..•,.:•.-;:•::•:••:', „ 1/, r�r/r ,r rr,r rr. /irrrr
`\\ •r'.='._'.•_'.•_".•=.ass ,.:.,,.'.; Ci�nG.r{iiWlw�1/'�i' Ca St (�i /fC(' n/_r! rr' r/rf/rr rr(tlia l '4')
\� vw �! -, . ' .: , :. r .: , , i s , :. • , e , r •, ,' j�yvq.q 1/2'":''i••e ,•e•,• ' ' Y,recerr & Cont. t 3i4n Step
IN
ZIT-
IN (f1r/i/J�
Il O
\qq Ix
d/W v i IX
EXteI"COr$poured X
Typical Window Elevation aana.snl leometrfc I O
(doors similar) i
' ' stucco on Cb5 ( � `g to
Polywatt "Slue barrier Liquid Flashing 2100" shall be applied per the ( a
"Flue barrier Appl(cat{on Guide" to seat window & door buoks and i
i shalt extend a minimum of S" beyond openings on exterior face of I
C55 masonry wal I
F ui A
( sheet
p,-5 A-5 Polywall products available from Coastal M
GAS, vinyl frame, 1n5ulated glazing Construction Products - 5051 L 5 McClcod
1Z� — --
--- 1
oad, Orland40 -
o, FL'32881 1717 s o
--_
u
. 1' 4;'
20101,
1 2107 8' 411
..........................................................--..................................,..................................................................................................................................................................
L�
L U °
US S4- £
o
r------------------------ -------------------------,
1 I I
`--------- --------------.I .,
washer dryer I V"
o box I ! box i
� � I
------- -------------1 L------------------------1 ✓J / f % f �J f1
Seal around all
rf o., condensate
OO & aux,drain fined
Unlity Closet Flafi
wood trusses
0 2' 011 o/c
(2) 2x4 "rat runners"
w/ (2)16d gale, at
each truss
20 gage 15/8" x 3 5/8°
aluminized steel track
these return walls only
Shalt be 20 gage 1 5/a` x
3 5/Alt i l l d
I
Scale 1" =1' 0"
this return walls only
shall be 20 gage 15/6, x
5 5/6" aluminized
steel studs 0 a1, c/o
rip solid spacer a wall to celiing
Intersection
r----------- , -
II I -
I I 1
O '
, I I
1
--
I
I
steel Studs 0 8" o/c 1/Z" D/W both sides i A,
8 gage (.1644") 4" dla. gale. i
metal dryer vent w/ un-
screened thru roof
termination w/ back-
d ft d rP r FBCIZ-
IN
ra ampc c
1502.4.5 affix label I A H U
stating equivalent
length = 10' --------
I
"Water Oard"
I
I `J^
automatic shut-
off control panel
w/ clip -on sensors
mounted In primary
n condendate & aux.
(U) draln line
-- ------
------------- -----------------
1
---------------- -------------------
-------------------
I I
I
i I recesped drygr box
In D/W, partitdon
I I
,
U
1
WSher dryer--------------------------
--�
----------------------------------------------------------------------------------.
I
I
to 5
43
-a
\ 0-43 10
/ AIC compressor \ u o 3
/ £4-1
S
41 s
` to
, yos °N
� : S.4a o
�U� �4©
I i 3ouo�,s N
��° 1z @S
I-�S°zL
X- O typical of 4 u u os 4 L
I FS�4o00<
4" concrete slab w/ 66
' x 1010 wwm on com-
pacted clean sand Ii
Lc > +?
A/C Comprc000r Cowotioh
X— 0 5lmpson 5trong-Tic "A24" galy, angle connector w/
- (1)1/4" x 2" TAPCON "Maxf5et" fastener to concrete slab
I - (1) 3/5" x 1" galy. machfne bolt & washer thru A/C unit cabinet i
I E5TTMATED WIND LOAD - ASGE 7-10 - 175 MPH
f er P5CIZ M1307 A/C compressor shall be fastened to a 4" cone. slab.
A/C Unft estimated size = 4' 0" w x 4' 0" h
Exposed area =16 5F
Total horz. Wfnd Load 0 75 pof =1,200 #
\ Each connector wind load = 300#
Each connector allowable load
\ - shear = 1,340 #
\ - uplift=1,370#
Factor of 5afety = 4.3 /
* limited by Topcon allowable w/ 1 1/2" embed /
AHU Condensate overflow Shutoff
rip solfdspacer �wallto
- Water Gard #4104a55 unit available
ceiling fntcrscctfon
20 gage 15/8 x 3 5/811
from Johnstone Supply, 702 Farmers
aluminized steel track
Market 1 oad Ft. Fierce (772) 465-4707
.,seal ductwork to PIW
cellfngAli around
UV Stable Lineset lnsulation Cover
Airex "EElex6uard" 750 Series lineset
these return walls only
Shall 1;le20poe15/6"x
insulation cover w/ 90 5ere5 90 de ree
3 5/6" aluminized
steel Studs a5"c/o
elbow(5) Shall be installed around all
�IL
16'1x24"IZAgrfile
linesets exposed tothe exterior. NOTE
a"x16" Iz-6coated duct-
that adhesive tape is notCode compliant.
board supply plenum thru
celling - seal all around
Fasten @ joints w/ UV Stable cable ties
mfnfmum 4" clearance
all around
Kecessed Washer H/C Outlet & Drain 5oxes
Install OATEY Series 3M56 recessed poly-
AHU access panel
pull-outl"pleated
styrene washer box w/ integral 2" drain
filter
outlet, top mount 1/4 turn brass valves,
dual water hammer arrestors,
5/6" all sides primed CPX
plywood Shelf w/ solid
2x4 blocking all around
recessed Steel Dryer Sox
(2) #12 x 3" 55 screw$
lnstall Model D5-350 dr erbox b In-O-Vate
to each3/4"au stud
3/4 aux. cond.
Technolo ies per 5ectiom 504.3 of the 2914
g
overflow toWM
FL Mechanical Code in location as required
pan
temp/pressure
for proposed stack washer/dryer. This box
relief valve &
3/4"relief tube
qualifies as a cleanout for the dryer vent.
38 gallon "low -boy" WH
SnapLok thru-roof dryer vent
3/4"PVCcord.[Ire
to exterior dry well THES,EPUNS AND ALL PROPOS'»DWc,,Pi'Q gage (1644") 4" dia galy metal dryer vent
ARE SUBJECT
TO ANY CQRREC"� IONS
3/4" CPVC
REQUIRED BY FIELD INSPECTOR;THKi
w/ unscreened thru roof termination w/ back-
w oPam
b ee In MAY BE COMPL'YWITHCESSARY ALLA?PMABLEC DE03.
draft damperFcr
F5CK-1502.4,5 affix label
stating
cr
uivalent length
=15'
----c�--omc� � -�=
Utility Closet �ectioh
Water Heater - 38 gallop "low -boy"
efflcte+ncy > 0.97
........... .......................... - ....... ................... .................................................... ........................................ ............... ................... .............. .-........................... ... ..... I .......
........
Auxilliary lroducts
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94' a "
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concrete patio A/C host umps
p I I
//
___________________ ___________L___________
---- -----c-------- \�------------ \/ /
\ I /
1 \ I
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4" PVC A/C chest
w/ max. (2) 45
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overflow Ifne
/' \ /
1
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typical A/C &
I I WH locatfon
1
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4" - 3000 psl cone, slab
over 0.010 poly vapor barrfer
1
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compacted clean sand fill
I I
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5tructural Notes
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foam exp.jt.
I
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Typical Foutidatfom Plan
C-1
15'0" all
2 hour ffro rat(ngg 0 Unft party wall
to top of half -valley trusses -
(2) layers 5/8" FCDW each side
of truss king -post w/ blocking
top &bottom - typical front
& roar overlay trusses -
UL Deafen U-301
1
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10
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BYFIELD IN.Sp C1IOPU3 <
I MAYBE ECES CCTOrIS 7P1.4,7
CCPdA,Y 4Y 7 ` YIN ORDER TO "
1 "t
N ALL A?pUCABLE CCr?Eg. >u
Uqa
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IL
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A\y
KOOF SHEATHING
Sheathing within 4' of firewalls shall be 5/a" Fire rated CDX plywood nailed per
5chedulc on Drawings.
iZemain(ng heathing shall be 5/811 CDX plywood palled per 5chedulc on Drawings.
Wood in direct contact with concrete shall be CCA pressure treated, retention of 0.40# per c.f. .
PRE-ENGINEERED WOOD TRU55E5
Pre-engineered wood trusses shall be deslgned and certified by a Florida licensed structural en limccr per
FSC 2014 rco uirements for 160 mph 3-second gust wind -zone, Risk Catagory 2
Installation shall be per Manufacturer's requirements and signed and impression sealed wood I rugs
shop drawings.
Lifting, placement, temporary and final bracing and internal connections shall per shop draw( s.
Foundatiom & Column 5chedulc
F-1 2' 4" w x 1' 4" t x L monolithic w/ (3) #5 cant.
F-2 2' 01' x 3' 4" x 1' 2" w/ #416 C 6110/c , both ways, bottom
F-3 1' 0i' x 1' 0" x L w/ (1) #5 coat.
C-1 3000 psi grout filled niminal S" x 6" column block w/ (1) #5 vcrt. & 48 diart, dia. dowlIto ft'gft'g.
41
S a Lo
.
, '1.' � '�, 1 1 1 1 v._ `.ul 1�' _J1. ��� •� �������' � �:: AX :�. .. ��--='4b '•., l .. ` 1 ( 1 1 1 r' - 1 ( . 1 ._ ram-- v
• '''. �� J L ___ _____ ______
� L J � L
' ❑ , ❑ ' f111 x 1611
-- - ----- ---:<_:__:.__'_ .:______.-'=-= - --- ------ 1 soffit ----- ------ __ _.I ,r_._:_:::_._:::: --- -- - Unless otherwise noted,
X-4 i 12 a i X-4 all truss to wall conncctore
vents beam to B-3 B-3 beam to
column Typical Koof Framing column shall be Type X-1
5tructura[
1llah 5calc- 1/4" _ V Oil
Scam 5chcdulc
Symbol
Mark
Type
Size
To Elov.
Relnforcerrient
Remarks
DA
C55
8" x 16"
a' O"
(2) #5 dla, cost. w/ 4$ dim, corner bars
horizontal beam - ty (cal 0 all CBS walla - 3000 pal grout
x
5-2
poured cone
8" x 12" (min.)
YAries
(2) #5 dig. w/ corner ties Into perlmotor besm
rake beam V interior firewalle & gable ondwalle
5-3
#2 str SYP
(2)) 2x12
8' O11 *
N/A
Porch bsams - wrap w/ 30# felt & paper -backed wire 14
L t n -t G t S C h G el u t C
77= All lintels shall Le "Cast -Crete - 3500 pst, Grade 60 reinforcing
Mark
Designation
Locatlon
L
H
Added Rebar
Rated #
Actual #
Remarks
L-1
8F16-15/1T recessed
40" door R.O.
4' 6"
1' 411
(1) #5 bot (1) #5 top*
1675
680
* run
5-1 steel thru head
L-2
8F16-15/1T
4' 0" windows
4' 6"
1' 4"
(1) #5 bot (1) #5 top*
1663
660
L-3
8F16-15/1T
511din0 doors - RA. = 5' W,
6' &I
1' 4"
(1) #5 bot (1) #5 top*
1663
66o
NOTE. All connectors are products of: 5fmpson Strong-Tfe Manufacturfng Co.
C o n n cct o r 5c h cd u l c
DO NOT 51.155TITUTE CONNECTOR TY11E5 OR MANUFACTURER
Index
Allowable Loads
Actual Loads
Fasteners
Remarks
Mark
Type
Uplift
F-1
F-2
Uplift
F-1
F-2
Beam
Truss
X-1
META16 w/T552
1500
335
635
750
250
115
cast Into beam
(12) 10d x 1 1/2"
verify all iocatlons
X-2
WC (double)
635
325
(7) 8d
(5) $d x 1 1/2"
Internal gable brace
X-3
2) H•10
1810
1170
1050
1200
350
225
(a) 8d x 11/211
(6) 8d x 11/2"
one H-10 each side of doublo pia
X-4
HTf4
3600
2050
(1) &N, x $" anchor bol
(16) lod x 1112
X45
1TTM 211.88
1545*
800 *
gravity
(2) 10d
* bearing. not uplift
X"�
M9HA5.80/9.50
5330*
2720 *
(2) ATR 3/4" x 8"
(I&) lod
sat bolt w/ Slmpeon ET-22 Tpo)q=
X-7
$T-18 **
1200
750
(7) 16d
(7) 16d
drop -out thru roof eheathing
I
a
-- ---- -------8------------------'
Il ' I �
b
--------------------------------i
?
g 1
Ridea �
�
U
u
---------------------------------
s
I ,
]I —10d ring -shank nails at 8" o,c. in field,
roll 0,c, a edges of plywood sheets
—10d ring -shank nails at roll o,c, in field,
411 o.c, 0 edges of plywood sheets
g� —10d ring -shank nails at 411 0.0.
Porch Ceiling -1/2" BCX fastened w/ etalnlese
steel ad ring-shanknalls 0 Go" o/c 2 framing
Gable sheathing shall be fastened Wad ring -shank
halls, 4" o/c along all framing members & panel
perlmeter
Koof
Nailing
Fattcrn
NT5
Gcdc COMPHalicc
Florida Building Code 2014, Edition 5
V A =160 mph - Exposure 1"
WE 7-10 - Risk Category 1]"
Building - enclosed structure
Porcch - open structure
Mean building height =14'
Roof Dead Load = 7 psf (exist, shingles)
Live Loads per table 1607.1
- Apartment interior floor live load = 40 psf
- Attics w/o storage =10 psi
- Roof Live Load mfnfnimum = 20 psf
- Roof dead load - 7 psf (fiberglass ehin06)
Overhang - TO' Roof Pitch 4/12
Internal Pressure Coefficient =1.16
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M UNTINGt aOcFss SURFACE VOLTAGEi. to .�
KT ,
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DESCRIPTION 1*mt i .
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OESCRTPI IIPi aasx
6
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HVAC SCHEDULES AND NOTES:
ELECTRICAL NOTES:
New HVAC Unit shall be Trane or equal split system DX Unit,
16.0 SEER min., with Heat Strip as Indicated.
ALL WORK SHALL COMPLY WITH THE 2011 NEC (NFPA 70) AND THE FBC/FRC 2014
SMOKE DETECTORS TO BE IIOV W/ BATTERY BACK UP
-ARC FAULT CIRCUIT
- SMOKE DETECTORS TO BE LOCATED AS SHOWN, INSIDE AND OUTSIDE OF ALL
-
Units shall be split system 1.5 ton units, Trane 47116018J1 CU
BEDROOM INTERIOR DOORS.
SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE
with TEM4AOB18S21++TDR COIL, with 3.4 KW Heat Strip,
SMOKE DETECTOR ACTIVATES
ALL SMOKE DETECTORS IN THE RESIDENCE
208/230/1/60.
- -PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING ROOMS
PER FBC AND NEC REQUIREMENTS
Mount new unit On stand with pan with drain and float
- CARBON MENOXHIE DETECTORS TO BE INSTALLED WITHIN IW OF ALL BEDROOMS.
-PROVIDE TAMPER RESISTANT RECPTICLESPER NEC REQUIREMENTS -
switch
for unit Shut down. Provide Condensate drain run t0 sump at
- ELECTRICAL SERVICE SHALL BE 120/240V/1/60GROUND SYSTEM
building exterior or to landscape area with gooseneck. Provide
PER NEC250
separation from water heater.
WIRING METHODS:
Install all units to be Completely accessible.
ELECTRICAL WIRING SHALL BE COPPER - TYPE THHN OR TYPE THW FOR WIRING WITHIN BUILDING; TYPE THWN
-
Refer to Architectural Sections for ceiling height restrictions
UNDERGROUND OR ON BLDG EXTERIOR. CONDUIT SHALL BE EMT WITHIN BUILDING; PVC UNDERGROUND; GRS _
OR SCH 80 PVC FOR SERVICE ABOVE GROUND. MS CABLE MAY BE USED IF ALLOWED BE NEC & LOCAL CODES,
- all
equipment and materials shall fit in the space provided. Make
_
modifications as required to accomplish same.
Registers/grills/Diffusers shall be Metalaire or equal unless
otherwise scheduled - all aluminum construction unless
otherwise required to meet fire ratings.
SAR's (supply air registers) shall be metal air or equal
ELECT KEY:
SAD's (supply air diffusers) shall be of the sizes shown on the
plans with OBD and directional louvers as required.
----SWITCHLEG
V SINGLE POLE SWITCH
RAG'S shall be type RH of the sizes shown on the plans wici;
V. THREE WAYS WITCH
grilles on each side of wall opening. Provide 1" T/A filtr-.rs at
DUPLEX CONVIENCE OUTLET
DUPLEXCONVIENCEOUTLET-
unit.
34SWITCHED
240 VOLTRECEPTACLE
DISCONNECT SWITCH - NON FUSI
Exhaust fans shall be Greenheck or equal SP series with cfm BLE
MOTOR OUTLET WITH DISC.
indicated at 0.25 "SP. Run 6" diameter exhaust thru wall with WALL BRACKET LIGHTING FIXTURE
wp scupper or to soffit with screened grille or thru roof with GFI GROUND FAULT PROTECTION
gooseneck. Maintain 10' separation from any O/A intake. WP WEATHERPROOF
EF EXHAUST FAN
C CONDUIT
Dryer vent shall be 6"X 4" VTR with Gooseneck. JB JUNCTION BOX (F = REINFORCED FOR FAN)
I- CA TV OUTLET (PREWIRE) -1 " C TO SERVICE POINT
1>
Paint all HVAC grilles/registers/diffusers white.
TELEPHONE OUTLET (PREWIRE)-1"C TO SERVICE POINT
DB DOOR BELL - WITH CHIME
Provide outside make up air for each unit - Set cfm at Manual HIHATLIGHTINGFIXTURE
"J" requirement. Maintain minimum 10' separation from
exhaust openings. Run 6" diameter with volume damper to
soffit or to roof with gooseneck- 45 cfm O/A required -- (2 br = ...
3 persons x 15 Cfm = 45 cfm 0/A.
Provide programmable thermostat for each unit - Honeywell, Electrical DeViceca
Trane or equal "on -Auto" fan and "Heat/Cool" settings.) Height above flllish floor
�— — —_-_
Ductwork shall have joints and seams sealed with approved
tape applied with adhesive to make joints air tight. Ducts shall / Wall SWitChes - 36"
be reinforced foil faced 1-1/2" fiberglass insulation boa d (R-6
minimum). Flex duct shall be UL 181 Thermaflex or equal with
foil back insulation. Provide spin -in connection with iverter Electrical outlets - 18"
and volume damper for each flex take -off from the Mai itrunk (unless otherwise noted)
ductwork.
The Contractor shall furnish a complete matched component Kitchen & Bath - 4.2"
HVAC
ELECTRICAL LOAD CALCS:
PER NEC 220
TYPICAL "EP"
668 SF @ 3.0 VA ............................... 2004 VA
TWO 10 A APPLIANCE CKTS .............. 3000
LAUNDRY........... ............................... 1500
DRYER.............................................. 5000
RANGE............................................. 8000
WH.................................................. 4500
REFR/G............................................. 1200
MISC................................ I .......... I.... 5000
TOTAL............................................. 30204 VA
FIRST 10 KW @ 100 %..................... 10000 VA
REMAINDER @ 40%........................ 8081 VA
TOTAL ............................................. 28081 VA
A/C HEAT @ 100%..........................5000 VA
TOTAL............................................. 23081 VA
23081 VA 1240V = 96 A
HOUSE PANEL:
SLOGLTG ............................................. 400 VA
IRRPUMP ............................................. 2650 VA
SITELTG ............................................... 1600 VA
TOTAL.................................................. 4650 VA
4650 VA 1240 V = 20 A
USE 100 A HOUSE PANEL
TOTALS:
TYPICAL UNIT x 6 EACH = (6) x 23081=138486 VA
HOUSE PANEL .................................. = 46SO VA
TOTAL............................
.... I............. =143136 VA
1431361240 = 596 A
USE 600 A MAIN SERVICE OK
ALL W/P
12'' IZ'I wisp � u P
system In accordance with these drawings, local codes, 4iVA < ' 14,5
and the latest editions of NFPA 90A & 90B, ANSI 8-9.1 A/C Thermostat - 42" I �AiN -- VOL-
PLUMBING
NOTES: Mechanical Refrigeration, SMACNA, ASHRAE, and State of �� ® loop,
�140v
Florida Energy Efficiency Code for Building Construction - �-- M "�, -, �AIC �Q ® ® BI ® MMIDALL WORK SHALL BE IN ACCORDANCE WITH THE FRC-2014,
PLUMBING FlaCom-14: - _
IQi 4PPAiG
I--°i- I 2 pop 100 ied wC
t
_
Z
DWV PIPING SHALL BE SCHEDULE 40 PVC - 4" BLDG DRAIN TO The Contractor shall obtain all required permits and inspections -
SERVICE POINT -SEE PLAN. from governing agencies and furnish a written guarantee that all
work shall be free from defects in materials and workmanship
WATER PIPING - BUILDING EXTERIOR - PVC SDR 26, - MINIMUM 2" for a period of one year from the date of equipment p
MAIN FROM MAIN TO WATER METERS AND 1" MINIMUM TO EACH
Y q pment start u 3#3 #6,1 "CLacxrorrricALUNLTANDxsEPNL V
NOTE" TYPICAL UNIT AND HSEPNL-10,000 AIC
UNIT SERVICE POINT. METER EACH UNIT INDIVIDUALLY. and final acceptance. Manufacturer's instructions and
guarantees shall be given to the owner.
I #2/0 GRND TO CWP, BLDG STEEL
WATER PIPING SHALL BE TYPE L CU OR CPVC FOR PIPING WITHIN (2)-2M" CONDUITS EACH WITH (3)-350 MCM THWN &DRIVEN GRND
BUILDING. SLEEVE ALL CU PIPING IN CONTACT WITH CONCRETE OR The contractor shall be responsible for balancing the HVAC UGTO POWER CO. XFMR. NOTE -'PROVIDE EXTRA CONDUIT
IF REQUIRED BYPOWER CO. L'LECTDIST NTS
s
UNDERGROUND WITHIN BLDG, INSULATE ALL HOT WATER PIPING. stem to meet the criteria on the plans and shall return to the Y
site to re -balance the HVAC system after occupancy to satisfy NOTE: ALL COPPER WIRE ?
COORDINATE UTILITIES WITH SITE CIVIL PLANS. specific individual requirements. Ty.q. J
C� PG1,,VS Ll
ARE SUy ANp ALL pROPOSM
— -
JECT T
IrfAyg�Vf((�dINBp�RCG7ICPS(o:
COPAPLY LVITNqu YIN Hi7E S THAN
TO
�P
PA UL WELCH INC.
MECHANICAL ZLE•CTR/CAL CIVIL E'NGINE"ERING
I984.S. W. BILTMORE•ST'. SUITE'# I 1.4
PORTST_ LUCIE, FL 34984
PH0NE'(772)785.9888 ,EMAIL PI1LELCHIIVC,9A0L-00N!
P.A.LJL LVELCH, P.E. FL-4 RE'GNo. 2>9945 -
i
SHEET NWIDER
MEP CF
2
2
RU
CN
VACANT COM.
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TING USE: RESIDENTIAL EXISTING USE: SCHOOL PARCEL I.D.
2429-141-0001-000-4
(SCHOOL BOARD OF ST. LUCIE COUNTY, FL.)
(OCCUPIED)
SEDONA - PUD I'1 FILE REF. I FIELD BK./PG.
MINOR ADJUSTMENT # 1
(DECEMBER 2016)
f CIRCLE 4w
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..... .. EAST 1I4 OF THE N011'IHEAST 1I4 SECTION 28
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EXISTING USE:
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOLjTH 25th STREET e FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE • STUART, FLORIDA 34994
PHONE 772-464-3537 • FAX 772-464-9497 a www.ct-eng.cotn
STATE OF FLORIDA CERTIFICATION No. LB 4286
0
AREA
SUBJECT TO
MINOR
ADJUSTEMENT
SITE DATA TABLE
GRAPHIC SCALE
40 0 40 80
( IN FEET )
1 inch = 80 ft.
ST, LUCIE COUNTY PROJECT NO (Orig)T
SITE PLAN APPROVAL
ORG-APVDATEe IO/1-j2f)r)6 ORIGINAL SLC RES. NO.: R06-295
MAJ OR ADJUSIM EENT&
Date: Hie 'cgs DescriptionOrder No.:
xx/xx/xx SPMI-820165055 General Amendments tofmal ###
development order - text only
MINOR ADJUSTMENTS:
1)')s11S7 File No.: Descriptiou: Order No.:
xx/xx/xx xxxxx-xXxxxxxxxxx Redesignate Bldg 21to be Recreation ###
Bldgand add two 2) dum ster
() P
locations.
Owner/Applicant: Owners Representatives;
Engineer / Surveyors Landscape Architect:
Edwards Landing LLC Culpepper &Terpening, inc,
Culpepper &Terpening, Inc. x
2324 So. Congress Ave„ Ste 2E 29805outh 25th. Street
2980 South 25th. Street x
West Palm Beach, Florida 33406 Fort Pierce, FL 34981
Fort Pierce, FL 34981 x
Phone: (561) xxx-xxxx Phone:(772)464-3537
Phone: (772) 464-3537 x
Fax, (561) xxx-xxxx Pax; (772)464-9497
Fax: (772)464.9497 x
www.xxxxxxxxxxxxx,com wwVvCt•en&, M
www.Ct-enR.cOm x
Architect: Enylronmenta(:
x x
x x
x x
x x
x x
x x
1.)
Project Name:
Sedona -planned Unit Development (PUD) Major Adjustment ff1(
) ,15.) Site Coyeraee:
acreage
5q feet % of site
2,)
Location:
Buildings (all types) 8.05
350,658 23%
SW corner of intersection of Edwards Road & South 25th Street
Roadways/Parking' 6.50
283,140 180/
Other 2.08
90,605 6%
3.)
Project Description:
Open Space 15.17
660,762 4390
318 unit, residential community (mix of 5F Units arrl Townhome Units)
Lakes 3.60
156,816 10'A
Totals 35.399
1,541,980 100%
4,)
Sec/Town/Range:
(all areas are approximate and are subjectto change
as part of final construction designs.)
Section 29/Range 35S/Township 40E
Note l: Roadways and parking includes a 11 areas'designted'for sa id uses. Referto final
construction plans for specific information related to permiable surface uses/types.
S,)
Tax Map ID: 6.) Parcel M Numbers:
Open Space Summary acreage
sq feet %of site
24/29N 2429-111-0001-000-1;
Recreation Tract(s) 5.52
240,451 169D
2429-111-0003-000-5; and,
Common Landscape At 9.65
420,354 27%
2429111-0002-000-8;
Sub -Totals 15.17
660,805 43%
7.)
Gross Site Area:
Lakes 3.60
156,816 100A
35.399 acres (all above MHW) 1,541,980 sq feet
Totals 18.77
817,621 53%
8)
zoning:
Residential unit mix
PUD Planned Unit Development- Sedona 35.399 ac
single family 134
units (3/4 bedrooms)
(approved 10/17/06 - res 06-295)
townhome 184
units (2/3 bedrooms)
9.)
Land Use:
RM Residential Medium 35.399 ac
16.) Parking:
Density DU/A( 9
required parking- 2 spaces/ unit (per approvd PUD) parkin
10.)
Site Density:
spaces/unit * units = req' parking
provided
FLU Maximum: 319 du/ac Proposed: 318 du/ac
2 318 636
636
Density/ Acre: 9 du/ac Proposed: 9 du/ac
handicapped parking required (townhome only)
i# units req parking HC pkg req'd
HC pkg provided
11.)
Development Schedule:
134 268 7
15
Start Deeem 6 e;=20CWinter 2017.
Complete S ring2@0 F7 IPi3 e�.( fr strue ((rep
17.) UtilitvServtce:
WaterService(Utility) FPUA
Electric Service FPUA
12.)
Flood Zone:
Sewage Service (Utility) FPUA
Teleom Service (backbone;ATT
The project site is located in Flood Zone X (Other Flood Area/ .02%flood chance).
Re -Use Water (Utility) n/a
Cable Service (primary) Comcast
According to the Federal Emergency Management Agency (FEMA)
Flood Insurance Rate Ma Number 12111CO186i Feb 16 2012.
p
16 ) Site Drainage (preliminary):
The stormwater management system will include
swaies and surface detention/
13.)
Building H .:
�
retention areas. Final stormwater designs will be provided with construction plan.
Maximum Bldg, Hgt,: 35 feet
FFE's shown on this plan are approximate and
subject to final permitting
determinations.
14.)
Refuse
Trash and solid waste is collected by St. Lucie County approved waste haulers.
MIPJ SEYuAU RE�3
FRONT
f SIDES--
E CNR SIDES
REAR'��-- �-
I ZN13 M.
IIIIIIIIIIIIIIIIIII,_
BY
DATE
DESIGNED
-
-
CALCS.
-
-
DRAWN
-
-
DETAILED
-
-
CHECKED
-
-
APPROVED
-
-
SEDONA - PUD
PROJECT SITE PLAN
Planning & Develrpment
.h'.P.1•\l1itQS
DEC 0 9 .
1
■
DATE:
it/ 09/ 16
HORIZ.
VERT.
SCALE:1"=80'
SCALE: N/A
JOB No. 15-057
SHEET
3a of 7
0
s
s
N
N