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BUILDING PLAN
it 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:$SM( Artist's Sketch - Not to scale UFACiORSAND OW . WfMFBC9074V CE --------- i kcvfscd elevation f FIRAPiiONALL DOO ANO,YM40OlVS �------ --� hk Add faux shutters, 4 -----------� 5ui loll hg Flom Sheet Ihclex C-1 Covcr Sheet, Note & Inds A-5 Door & Window Details EH-1 Fair Housin Act Anal efe D-1 Utility Closet Details A-1 Dulleiing Elevatlon5 A 5T-1 Foundatfon & Koof Framfng Plans A-2 sulldfng flan MEP-1 MEF' Plan - ME1 Engfneering A-3 Thru Dulldfng 5ection MEP-2 MEP Notes & schedules by Paul Welch, Inc A-4 Wall 5ections T-1 Eng(neered Truss Flan - by others (DODDI3 0QD�` IPI.�lIIkKOI3 - Florida Building Code 2014, 5th Ecift(on -160 mph - Exposure "B" - 3 -second burst Structural Desfgn by: John M. Foster - Architect Florida %egistration # AK00081511 Project Address 3156-3166 Morningdew Lane - Building #13 St. Lucie County, Florida L L U 4-1 U OAyp. U 13 L U L U U US j L L�43 t6�L i L p N U+� UA N v43s �Q s U 0 X X O Q o a>I 0) L L : L 43 � p fl. L U©� V o}3oo pL: IL 0 La%3aJE U �s LO tj CL U43 X D-0 U T z L E U U U pS �S O sLSXt1 U F W+�voU 7<: �45� _43O _E E� E;2 iVt fl. V L 'F) u v u n N 0 W p OL U : � :5 M >) m m' ©'� u s sN N��o � ®©®Z Falcon 5Z minuto fire rated w/ label. Finish coats -After all sidfn &trim is Installed, provide two full e first FBC Table 503 Data - Allowable Hei hts & Areas g Occupancy FBC 2014 - Section 310,4 - Residential Group %-2 p y - ore Interior Doors - solid Cora Masonite 6 penal doors prehung in e 6 pa wood frames w/ Colonial paint grade trim. Q All swill in doors shall hove ADA compliant "favor handle" lock or ass$ 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 .................................................................................................................................................... ....... ...................... ..... u� w 1uW� dN1 S H t0 Z O u u. n L pip 0 w£ — c'-d �E m r L OC p rj N Yt�l a awl .ate la^ /1 r a�1 f1 V 1.2 ........................................................................................................................,....,...,.._........... -.......,.,...... ......... ...............,............................. ..,.................................................... ............,.., ............................... �. �...�..,.....,........,.., �....... �,. �.......,.................. �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, ,..__ _.__..... I- P�4 .................................... .................., L U U pSq. U iUA�U ID X 01 V4.}1U ffi U U iyf 41 o Lguca {3 i3 h i1 Up.tU0. S ou C4 aPLL L U ; IQ: 113 U ISn o t a� as lb i uQ VI 0 US CL is L U% -0) 0 IL L o Cl. X, +s 04aa0�r OtiL}iUO'i E v E E ca v c a +_1 t lzcvlsed elevation � >� ,_,__..,,.. .._._. � '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 " .... ...... ............. ................ .. ........ . ,....Y... , ..... ...... . .................................................... ........ . NUi a, U"'as � o L i V LL � u o i-att< L `^ 14J xz L IL 0 .=> It m X X In L N r,, • � ♦ low c � am �4� 1 � aarct M� It cI< has• moo 1 12 �4 X-1 .................... ... I ...... .................... I 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 ........................................................................................................................................................................ uSS� E S L OoL-L ° n 43 +v' = L uuv'-L E s- s� W� i Os43 voSF-°iN s. � >) 03 r p 3 •QU o'I�SLL m E E E E a'floo Z. U U vvv°s � 43 F Cl Q E S E E vow -'_----------------------- --------------------------_-''-- a I I At ut Mai s I C-1 typical 1 u_ ,L 0 raised stucco band to I n dJ N > match front elevation I window off( trfm-out I �p d1 0) o U o b S I raised stucco overlay & base A A column 4& I t=u# 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 U v u r F�CFJ y � 0 S_ i 0 IL 0 �4 OS�oti� n� V o li T sD � U � � J 0 d Sheet of 5 ................... 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 $pcclfled vent Is GAF "MasterFlow" 5" x 16" white alum. #EAC16x8W -each vent = 56 eq. Inches open area meaane min. (4) vents required per 16wide r ..._.................................................................................._,,....,..................._....................,...............,......,......,...................-............................,.............................,......................,.................... A QP7 • � X O , M 4 c-a 36110H 20"OH , F,. Mange Hood ------------- -------------- 1 4" tam, splash 20 izane e i-------------- i I i 1 1 ! 1 t I 1 t i { 1 9 1 1 1 9 1 i i f 1 1 I I 1 1 1 I 1 1 i 1 1 1 t i 1 t 1 t 1 f 1 i 1 1 I I 1 - , a , 1 KlTOO hem 5calc 3/6' 1'0" stucco on 05 wall pre-cnelmeered wood trusses 0 2' ale diagonal Zx4 bracing W 1/3 points " 11 li 11 raised stucco It IIIt 11 II 11 calumet base 1; ti 11 II 1/2" COX cab. Wocklno as required 2 hour fire rated roof divider I 1 II , r' r �I a r 301, Kf"g. 1$" 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 +3 ID r ux-n� > u.ca,® p iyL3i� EL y ® 3 Manua mew u%)0UX sLSX+� 4 E uuu L � 3LAr _ _ L qD S D g L U � 0uNnu LQU 0 ® p 6w IL N f +� � S o0.0 >i L o s 0 0-- U 1< E to ? L O� U W E •{N L E U ++ `--.- 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 ........................................................................................................-.......... .......... ......................... ..... ................. .,... I ....... ......... .�... V Uo T -1-21 d M U utt) Z v t, s i o 1 "C IL 1- o ° u a 6 L 0 1 3 IL E E 0v -=-ate C;J � �CL i 0 � � A � V � Q O U iN C N d EO t?�eOF P4,; Sheet �A. F00 .' DD o of 1 ....................:..._.:.............. .......... .........................-................. .......................... ............ --- .............................................. 94' a " l ---- el i m i n a to ---- concrete patio A/C host umps p I I // ___________________ ___________L___________ ---- -----c-------- \�------------ \/ / \ I / 1 \ I I ; I \ / 4" PVC A/C chest w/ max. (2) 45 3/$ rVC WH overflow Ifne /' \ / 1 ", typical A/C & I I WH locatfon 1 I 1 I 1 I I 1 1 1 1 I 1 I 1 I I 4" - 3000 psl cone, slab over 0.010 poly vapor barrfer 1 w/66x1010 wwm an treated, i ! compacted clean sand fill I I I 1 I I 1 1 1 i I i 1 I 1 C r -1 I I I I I I I I 1 � I I 1/2" drop to I exterior slab 1 ' I I I I I I I I I 1 I I I 1 r-- 1 1 I 1 1 1 1 1 -1 1 I 1 I I I I C -1 5tructural Notes I I 1 I 1/2" closed cell foam exp.jt. I 1 I, C-• J rl r____y___ slope 1°r I r___ I I 1 1 1 I 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 I 1 1 1 1 I 1 I 1 I I i ............. 10 USAF UL S m3 o 3 O (vjL nt �.3 o o+^ +�->>N i>,i63 Lds III T 43s� �V,= N i UT +313 U L+\OL W U� p S I� L a'..U7UL @s UOF�QL a�Ki-v Qi S is Us O 1- In 43 U d � o E O W UJ V }1 L U a a4w viu-%m L N 1 1 ' U I � V�� TN s rP X , ` ` 1"'3 AND SUEALL p U v z° OUIFlE ECT TO ANY COP..FiE �D VVt�r"!o` L 1S o 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 %': '.''�:' ^." .:• I 1 I/ 1 1 1� � 1 1' :*- �•-y '; �:'. '' l 1 I 1 y � �� it � I '.'. I I 1 1 1 1 R 'ZI '•.1 '' 1 r•;. , ,' 1 ''4 i �(� L IL ,�`'' .• '�.,,'.,,'' `\°0`','.,. I I 1 1 ( I I ' . �. i..''.' '. ��, y ., . J �'�, •., 1•. X 1 1 1 U-. U U .. ., .. ^, 1 1 1 1 1 1 ' I '. , 1'. :'.y'. ', 1• , h.,_ I I I I t — ,, ; •,,'• Q II G, rl r X y . 8' v d � a L------------------- (. I I I/ I I I I' __. w �4M!{ _ `� ` I V 0 E 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 $T-18 ** 1200 750 (7) 16d (7) 16d drop -out thru roof eheathing I a -- ---- -------8------------------' Il ' I � b --------------------------------i ? g 1 Ridea � � U u --------------------------------- s I , ]I —10d ring -shank nails at 8" o,c. in field, roll 0,c, a edges of plywood sheets —10d ring -shank nails at roll o,c, in field, 411 o.c, 0 edges of plywood sheets g� —10d ring -shank nails at 411 0.0. Porch Ceiling -1/2" BCX fastened w/ etalnlese steel ad ring-shanknalls 0 Go" o/c 2 framing Gable sheathing shall be fastened Wad ring -shank halls, 4" o/c along all framing members & panel perlmeter Koof Nailing Fattcrn NT5 Gcdc COMPHalicc Florida Building Code 2014, Edition 5 V A =160 mph - Exposure 1" WE 7-10 - Risk Category 1]" Building - enclosed structure Porcch - open structure Mean building height =14' Roof Dead Load = 7 psf (exist, shingles) Live Loads per table 1607.1 - Apartment interior floor live load = 40 psf - Attics w/o storage =10 psi - Roof Live Load mfnfnimum = 20 psf - Roof dead load - 7 psf (fiberglass ehin06) Overhang - TO' Roof Pitch 4/12 Internal Pressure Coefficient =1.16 d IS � Q o Z©�1�� ly, IOUI w Oo V ln� NI 5heet of 1 ................ ........ ...... I ............ ................... - ...... .... -.. ....I.... ....... {1Ra:W:TYS o.rAM4A'4aua'.vt�M; i.YM."PM1RzfI�M. :N'v"ya mar.gr n:nedw...aK+rn %nvw..w v.rv: ",:�sNt , ,Y Rk Mna,.i :weharP�.u.e:.Pr35,4M$' x�.w✓aFA?e ifi 9.d%N'i`kib tlS 4..i ,S!<iTSSNk M'r'Y,%Cm^WMWGYata V3) 3 r , t Tye. $4 { j I to �u4es� 0r-t+1 V'i!h#�C s zitdE ' to u Vim tv lor m.x«'.�Ym-e-«'•nwry nx, ,yx5n�,%d �+..� xbl.:.,.«.suaxw✓,t"e#yd:,z..«,...aY��+ oa..w...>�Fm �..a �x->, d,»a.uaw,r, v w. ..o y.rs...a�, .w w"T r o-w. aw.^,«:rc<ax w:+» x,�.W�,uor�ro uaw.m.:�m,.w.«mv.. w'x +: wse.�'a. 6 ^ » k e P do"A M mUIN5 t B� TYPE r "Dig 45r ITE BUS }�Al1Nie k�jMk� ta OUNT!mr't i tCESS SURFACE, VOLTAGE t 43d o # �r KT « q 4•k5 3 D, :>DLCF AMPS [SESCCiIPTIt3Pd , imam r c«m, Nil. LciffANPS E$CAP16 I t ats l T t pz 1ra Alaa �u � q y �✓ aoI1/0 9 , �� au PAt45SGi 3. Y0U4>F- kJWA S MAINS* M.L.0. LIMAtN BR TYPE t ' 041 dr I' E BUS RATT `Ga Frv,ok �w 5 M UNTINGt aOcFss SURFACE VOLTAGEi. to .� KT , D f5 AMPS DESCRIPTION 1*mt i . CKT NO P AMPS OESCRTPI IIPi aasx 6 2a b0ft LTI, Oft " P 2v wz k�at/ F 4a 2 ye, 10 S tta G of 4 � a 1 Et. +q—..,,.... Yy J �3"drr Z" �Nr L T Yxl 2 "51L14a Mlc`tIT �" I C-A L-i -#�E I ' rJtg �II -141a_1Ctt 01! it J 6 luuj' 14 I 1A r , C W 4t TO Wvl- " r 3�. )I`ToI,Alrb"F`' y74 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. F M55 rc rr� =6Z z JNW a F w Mrn N www W in = �[4z o3F ZZZO JNW -- NORTH LINE OF SEC. 29, TWP 35S, RANGE 40E LAMP USE: RM LAND USE: COM LAND USE: COM ZONING: PUD ZONING: CIS ZONING: CG EXISTING USE: VACANT EXISTING USE: VACANT EXISTING USE: COMMERCIAL NORTH RIGHT OF WAY UNE EDWARDS ROAD T PROPOSED TRANSIT (COUNTY ROAD 611) RIGRr-OF-WAY VARIES BUS WITH . NiiAiHER SHELTER _ _ _ - S , .N ...- Ai ,::,z x am .■ ,, „ �il�l Ali �-- BER sr.°N.... IMP -- u- ."",.--�-' ,�- OSCAPE ROP05E0 LAN StabllxW ., 3aoo' /!• P ,- aY JO.00 ;. AD"ccu� �(2W90 Typ.) woo' Wig{ 30.o0' moo' moo' 3FO0' 3R00' a ,^,'37 ff-12W 35 ff.12�' m wx T^ n M1 $ 34 FF-1275 29 3D 31 32 9 -t275 IIBw ' FF=1zV ff.i2.W Fr-izar Fr-imir FF-ZW ae"'ON' ...30.w, Sam, moo, mo0•�-J0.00' m S 943 38 39 40 41 42 FF=ILW ff-12W FF-IZW Fr-1205 FF-1205 FF-12.01 8 $ $ _ I--. MORNINGDEW LANE t 10 E 25- 769.74' M_ Box PEO TRIAN GNAT - .,-.... - ,y.,,x sx. _,...x . ,•� .. ..... . _....,_ .- w. ;. ,�. .,s a�wn.w.t eu,»w ..arse',.. ..x ...,. - • .. TRAFFI iMAST A�A sIOEWALK• _ v!. _�- ,PROPOSED , ,. > LANDSCAPE ..BERM,: , -..,.,, _k, .- .. ,. • .w ,. ...-.. - PROPOSED IT 9 9S0' a ENT MONUMENT', p II -- - SIGN �rl Bldg. 1 no.o• 4 Bldg .. .ao.o• Bldg. 3157s' L ff-12W g,g• ff=12W' FF-I300' PROPOSED I u � CD�E)WALI( n o 9.5 I r- 26 9V1 n E. Bldg. 4 b m 1 �I 8 �I im o g , NOENINGDEW LANE ( LL w L,25.0' - 10'UE 10 .. Z 1b.I U : �sw mN. e,. TF 78 75 74 73 28 I " ff ar ; ff-12.W Fr-12W FF-12ar FF-12W FF-izar FF-1250' I ax: ^ 79 Z ^ 2 fl 1a - a m EIO�m' NmiiBROW 14N 0 80 IT-1216' Fu W ,� n? 8 FF-Izw' IFF-61iW FF-eiz75 FF-eii75 30. Saw' 3aoG' e.so• JaoS' bzw• d (Tm)GazaBldg'. : - Bldg. 5 v 27 O" FF-V. 25.0' O •`.�. • "� I h -IZW 9 q BIdFFUa2ar 8 Bi dFgF.7zsD 7 ff� 2W. 2 I- • • : Gazebo a Kbi zxo• zoo' ¢ ,� 8$ 26 I (TYP.)\ A _ o J FF-12W I IN W Jaoo, 30.00' (TM U r 37,50' .T0.00' I B(7YP)� 20'4ME ,fir -_.. -- 421' �i t :. $ 25 I lb. ez50' 20' W£ EMERGENCY 10)• .:. I rµ N 4 ff-Izar W. T 0000' (ORi70 ..-.•..__` PROPOSED - 2 1.. 42.1- ' min. 2 q I f00.00' \24 72 44 age /// a" SIDEWALK ff 12W I FF=IIW "� ' `ouifaAe \ 9' FF.1209' I 0; I ff-12W r Ou41faIISJ (TYPICAL) 15 15 W ,. (typbal) 71 o• as (typical) 1 Lu i`. in Z $ 23 I I I $ FF-IZW y FF-i2ar .� I Bldg. 6 Bldg. 2 it ie 4 P $ W 88 LAKE I �i 70 I :.. I 46 $ D1R®8.0'KN.AKD. I ff.120D' Izar W 2 ff= I Ita o EMERGENCY zt,� - n m ACDFS5 _ __ ~e-20' : 0 ff-12W $ DWL-6.0' N.A.V.D. ff-1201f FF 12W 1 I & uz z z Imm, 47 O $ 22 I I FF-D12W .� I $ ff-612W' I I ff-12W 1 25.0' N FF-12W' IImm1 z ^ 114.20' - 1 I 89 I 70170 48 . • 1 min. 421 i 8 g e2 21 tl$ I g FF-12W I ff-12W sl 1 b e -` W K ff-120d ff-12W 67 I 1 Y. 49 I \I �89 u��\\ 1 stabllzea Bldg. 7 h'1e ^ ZI sablMeFF-czF-12s R-izar ....°r Access Aff_izar FF-tzar "".r 7$ 2 INN 4 W Iy EMERGENCY ACCESS (2090 Tp.) ? . 1 NERCY ACCESS I (20e0 TIP.) I gEMERGENCYACCESS 13.. {JIj 9 FF-12W I 90 8 I LAKE $ BB foo.ao m i' r ldg. 2 _ w o• TB - t8 / ff-tzW ,� TRACT i I / - I ;oN •1 FF-Iiar .� FF 2W ,Ri FFLAKE-tzar min. n.1. n ff-1zW I °/ 115. I 5t $ I TRACT - min. o� I DUSTING TRANSIT w B1 8 r g s5 jIr/ /. I OL`y 11.T0 Bus STOP WrH 8 17 0, ' $ ff-12W ' 121.79' ff420D' .� - Z :I SHEELTERR WEATHEF n FF-12W UE loam,I o' f02o0' S2 92 g 8 64 I a o u l rF-I2ar � / �' �� so.r bI -. f fld� 8 •coo ra i �°E�Y FF-tzar ^� I � ffv12W N 0' 9102. -I' � 0 ` 11 � _ 9 .. t I 93 8 I 63 53 ro° _- In •FI iY 16 I G I W i LAKE I - 8 62 I _I ff.12W $ I 1 �\aN 1y� FF-12W V' ni I S4 d 15 I I oWL-B.o' N.AVD, ff i2W I b 420' 94a p§ $( FF-Izar 1 FoaoO• 95 stuNhea 61 I 8 / /y,, .� '$• $ I FF-czar 0 Emergency O .. . $ 74 $ IF-120l 1 Acorn ff-,zar Gazebo (20"0 Tw.) ,' -ILYa EMERGENCY". - e 20' WE ACCESS m rtT I EMEROENCY A 15/.30 .-. $ 13 1 ^� FF-1200' i- -\137.50 Jao0' 3a 00' 30.00' J0.00' Jam, J000' moo, 30.00' moo, 41.30' � N { - 111F7 -2 g b 9 � }2' o g 12 I � ff-12W E „. 81 98 ^ ff-120[r"FF-I2.00- 97 98 FF-110F f0' UE 99 FF-1200r 100 ff-i2W 25.0' 101 FF-1205 102 FF-12W -- 103 FF12W - 104 FF-12W 1 f0' UE 105 ff-12W 106 1-126W 0" 100.00 o EMERGENCY 9 ACCESS... • g FF-15LW I 1 g 10¢--1---- FF-12W ---MMAGE DRIVE-40' 4I3.e' - 20• II g 9 i ff-12W ) _UE f0' UE _ -_- - IO' 41' 25.0': 17' i t g FF-I2ar 1 25' $ 115 FF-Izar 114 W-1zar 113 IF-IZW 112 FF-12ar ill110 FF-1z00 ff-Iz 109 ff-12 108 FF-Izar 107 ff-1 COMMUNITY GREEN BE 1Daoo' b ,8 �SY.... 41.60' 3aoo' Sam, IT " g ] ' 3ao0' MOO' 3000' iao0' 30.o0' 30.o0' O �1 FF-12W p 116 8 117 118 119 120 " 121 122 123 124 $ r� ff-12W I FT 12ar-ff-12Mf. ff-12W Fr-12W FF-1zW ff-tzar ff-Izar Fi.12df ff-12W n 9 MONUMENT COMMUNITY GREEN f MORNINGDEW LANE E >n I d a 70 LLL `� 5 y -- 50,O�i" N8B58'07E W 3.3' 3I7.0Y PROPOSED 3 PROPOSED N {FT SIDEWALK RECREATION AREA PED�q N (TYPICAL) _.. 3 S8959'07'W 377.IB' StabllzeE I Emergency Acura -- b COMMUNITY I Nor ACCESS; (20M T)P.) ~BENCHf gp I 1 q Bldg. 9 FF=1256 w 56 FF-12W a$c LAKE $ R'=12W y. h m I I y s' N 25.0• 58 $ DraMOge 0 outIM min. 420 (typi I I 10 i � Fr=tzW 8 49.8' � 8 ,/ 44 Bldg. 10 60 FF�IW `` 20 LAZE t foao0' 0 I� $ FF-1100' I e„ °'"I ' (TYP.) - Bldg, 18 zS•d FF-i2ar - - FF-12W ._-¢-----zd--NOR1yINGDEW LANE -4o 3 y g ff-1201l € A 2 I:0 ro' Ix • fo' uE - . 7T. roa9o' i a a EMERCEE AC i two0 Q g.. 2Is FF-12110 : 135 134 132 131 130 129 128 127 126 125 f $ g FF-12X 111-12.0d FT-120T ff-12W R-120W ff-Izar FF-Izar ff-izar FF-Izar ffalAllVBldg. 17 Bldg. 16 r y,) ff-f2W' I n - ff-Izar ()p) FF-Izar 100.00' 140.00' 37.o0 moo'l Saoo, .1aw'l 3aoo,l 2$.0. 30.00' 30.00' J0.00' 157.00' t5a00 - Y - PROPOSED :,., LANDSCAPE _;".; .::-: BERM _ -' 330 32 .... .'19'20"1221.26' stamhetl S8979'2 8•CHAS89 N LINK FENCE .. .19'20.W .................................... Emngeney................................................. Axwe SOUTH LINE OF 7HE NOR1H (20*90 TW.) D USE: RU LAND USE: INST (FTP) ING: RS-3 ZONING: OS-1 (FTP) 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 _ NI. 2d i BUILDING l 13 I� 'Y LAND USE: RU ZONING: CN EXISTING USE: COMMERCIAL LAND USE: RU ZONING: CO EXISTING USE: COMMERCIAL LAND USE: RU ZONING: CO EXISTING USE: COMMERCIAL LAND USE: RU ZONING: RS-4 EXISTING USE: RESIDENTIAL LAND USE: RU ZONING: RS-4 EXISTING USE: RESIDENTIAL LAND USE: RU ZONING: RS-4 EXISTING USE: RESIDENTIAL LAND USE: RU ZONING: RS-4 EXISTING USE: RESIDENTIAL COMMUNITY Bldg 21 GREEN .XY.. FF-i2ar o 32 B - �',. M F aMFe9R/ MRJX. ,. O n , ^� � xNaewRrxOm.1 , O g m ,@ p q I 1Y 1 _ YWWdPflQEm ��'�� a8.2'Wl----lozo'-¢�--MORNI11rCDEW LAbN�E---,sa.s'-- L "� 011) Oral I � 5 s' Bldg. 12 0 + RUFF-f2W, 8 ? I LAND USE: RU lTW Bldg. 15 Bldg. 14 Fa Bld 13 I ZONING: RS-4 9 EXISTING USE: RESIDENTIAL (tom) FF-12. 24.0'Dom) IF-12.ar '� 24.0. FF-izW y 95.0' (TIP.) (typ) 38.Y 45.3' 41 8 1 uw 311 =3a7 PROPOSED 29.2r = 28.9 LANP4KAPk_ „2z4• I "BERM' , ,_2 Ir- , ,_.. 28.3 ...'� a GAL IO 1= _8' CHAIN LINK fENCE, i ..... .. EAST 1I4 OF THE N011'IHEAST 1I4 SECTION 28 FiN I a LAND USE: INST (FTP) I I I LAND USE: RU ZONING: OS-1 (FTP) I EXISTING TING USE: VACANT 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