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HomeMy WebLinkAboutBUILDING PLANSPrawfixg shalt not be scaled- writteti d(mens(ons shall govern. Temporary sanitary facility shall be maintalned on site during construction. Contractor shall review drawings and an site conditions prior to pormittime and start of construction. Additlonally, com- tractor shalt verify location of electric, telephone, wstar, sea & sanitary serwor service prior to start of OOntrUetlOn. if the contractor believes he has discovered errors and/or ommisslons in the Construction Documents, he shalt notify the Architect In writing for Clarification before procsedine with any work. If the contractor falls to give such notice & Obtain written clartfiostlon, he shall be responsible for such otriseton(s) and for the cost of rec- tify1me same, Contractor shall furnish or provide equipment, operations, labor & materials, necessary to perform sold complete the rroject, Work shalt be dome In accordance with applicable local, state & federal building and saftey codes and with manufacturer's published fmstructlons. WARRANTEE Contractor shall provide owner with a full year warrantee On the entirety of the completed improvements notwlthatandlne warranteas Issued upon individual components by manufactue- are or subcontractors, The 1 year period begins at data of acceptance by JUrisdlotiOn, SOIL - Clear the bundfne area of trees, root& organics and other deleterious materials, - Sackful with selected granular material in 15" maximum lifts and compact to a minimum denafty of 95% per ASTM D-1557. Arose that are re-oxcavated for foundation installation shall be tested and satisfy a min, 95% Modified Proctor density. Allowable grass soft pressure for foundation dooleh is 1500 paf and shalt be vortffed by an Cndepandent tasting labratory. NOTE THAT THE 50I1- TEST L15TED ASOUE SHALL HE REQ9JIRED FOR EACH aull DIN& CONSTRUCTED IN THe 5ED" CEVeL0?W_NT CONCRETE Concrete shatt develop a mfntmum strength of 5000 psi At 26 days. Concrete shalt be ready mixed per ASTM C-24• REINFORCING Rafnforcfmg stoat shall be deformed, new bnlet steel in accordance w/ ASTM A-615, Grade 60 and detatted per ACi 315. Splices shalt be shall be in accordance w/ Chaptor 7 of ACI-318, w/ a max. splice of 46 bar diameters. CONCRETE MASONRY Concrete block units shall conform w/ ASTM C O. Placement of units shall be straight, level and plumb ,and true to a tolerance of 1/8" In 10', Six Unit Bufding =cr DDQD c, DD F D JIDa�Da eta Lucie Cou�-�y, Ioricl� oil Li fill Malls -all I' rdl- I , NO ST. LU FIRE b REVIE REVIE' DATE: THESE PLA119 AND ALL PROPOS:D WORK ARE SUBJECT TO ANY COPRECTlOi•13 REQUIRED BY FIELD INSPECTORS THA7 fv1AY 3E A!ECESwQ 9Y IN ORDZM TO COF.,PLY WITH ALL APPLlCAaLE OOZES. Artist's sketch - Not to Scale Revlscd elevatf0n Add faux shutters PLUMB: DATE: MECH SATE: 4 5u1116ifhg Flare 5hcct lfiricx C-1 Cover 5hect, Notes & lrldex A_5 Door &Window Details FH-1 Fair Housfng Act Analyels D-1 Utility Closet Details A-1 Building Elevatfons 5T-1 Foundation & Roof Framing flans rrovida DUR-O-WALL standard w&Lehi all galvanlzad #9 OFING gage ladder" reinforcing at &sell second course of masonry infshroofing shall beCortalntiomFlierglas shingles w/ A-2 5uflding i'lan MEr-1 fillEr Flan - MEPEl1glheerfrig pose made valley & rides pieces. 160 mph 3-sacand Lay concrete blocks In running bond w/ successive at wihdzone Acceptance. install ovsr 30# roofing fact. A-3 Thru Dufleling 5cctlon fv EF-2 MEf Note✓ & 5ched ulee by Paul Welch, Inc courses lapped 1/2 of a unit. ULKING rAtNTiNG SCHEDULE A -Li. Wall 5cotf Ones T-1 Ene(neered Truss Piah - 1a Others Vortical Masonry Reinforcement: rtor sealant-Sikefftax -!A one part polyurethane Paint shall be first grade products of 5enjamam Moore paint Co., y Flit cells where shown on Drawings w/ #5 Uto APPLIEDWINDOW & DOOR FLASHING Exterior C55 & Stucco vert and #5 dowel to footing for exterior watts, lywall "V us Barrier Liquid FlashIme2100" shall be applied per the rrimor / bondcomt at all poured concrete beams, columns & sills, p,�y�� ,.rgy rpp �� r t �-r p� ng (2) 2 full coats latex masonry paint. (� m �,y0jj ! L JM ,�] j� WOOD tus iSwrrlor Application Guide" to seal window &door bucks and Structural Design by: Wood used in the Project shall be straight and true to A salt extemd a minimum of 8" beyanci apantngs on exterior face of Gable End Plywood Sheathing toleranceof 1110 par foot of run, #2 and better, hand 9 masonry wet! The bottom 6" of gable end sheathing and panel adgos within a" John M. Foster - Architect selected. " of roof below or drip edge shalt be coated with two full costs of ® 6 th Edition Florida Registration # A1ZD0®8511 Iywatll 51ue 5srelor Joint Filter 220G'diaii be used to fill volds, scams and KtLZ oft base exterior primer PRIOR to installation, - Florlda 5ulldin Code 2017, provide blocking and deadwood as required for Code ping orconduitpanetration of the mm6orry walls. n ,r Exterior 5tdimg & prim -16G mph - Exposure 5 - 3 -second burst compliance, firs blocking or wall hung equipment p p Pre ject Address - rrimcr - KILZ all -bass exterior grade motel -resistant ROOF SHEATHING 0R5 & WINDOWS - Prime all end & lineal cuts of James Hardie produota, 3170-3160 Morn(ngdew Lane - 5uilding #14 Sheathing within 4' of ffrewalis shall be 616" Fire Storm E pass crt bw Meta( G 60 gale. steal 18 - Complotty prime the first two eoureee of Hardlertank siding 5t. Lucia CQUnty, Florida rated COX plywood mafiosi per Schedule on Drmwimgs. 9 (- ry) Doors - Ho " (ALL stiles prior to Installation) above roof &the bottom 8" Ramainin heathin shall be 5/8" COX plywood gage Insula*.ed door & 16 gaga stool frame, 5Chlase Stealcraft L-1$ _ „_ . _ _ ` ®� _ „� g g p y gloom SZ -90 minute fire rated wl off Nod label. & shale of Corner boards. rc a� & nailed per Schedule on Drawings. Finish coats -After all aiding & trim fa Installed, provide two full o CUpanOy - Fs Unit Apartments, Type lZ-2 Occupancy - FSC 2017 - 5ection 310.4 - Reefdent(al Group K-2 I torlar Doors solid Cora Masonte 6 panel doors prehung in Horizontal Lap Slding & Siding Trim coats of owner selected siding &trim color using first quautY e O f COnStrUCtlOn - Y Un ratected, and frama ; w/ Colonlal pal" grate trim. NFPA 13fZ s tinkled James Hardie 91/2" x 5l16" HardiPlank pre primed albar- 5 00helf m Moors. Sherwin Williams or Florida taints exterior paint, Type p p 1Jdraio 1_oad Ct O rs In w/ maximum 81/4" exposure' Instal! I{ awinging doors &hall have ADA rarnp(iant "laver handle" lock or passage oggshatt sheom. Q'v�P 1t+u g p F5C Table 504.3 - Allowable Hel ht Above Grade Plane (per F13C 2017 section 1s03.1,4 ar C 201 section 14O$.16. s• " lntertar Drywall � (p ) P , J It bifold doors aha!1 have doors shot have ADA compliant pull handles Primer i " „ „ rKE-ENGINEERED WOOD TRUSSES died at outside teat. Maximum 40 height - Actual height =16 at ridge i Wind Speed 3 second oust) i60 mph Exposure B (1) Coat interior grade latex drywall primer p ( ® ) - p p Pre-smg(haered wood trusses shalt be desigh&d and WINDOWS (2) two fult coats matte latex iF5C Table 504.4 - Allowable # of 5torles Above Grade Plane 5uildlme Doslgnad as - main structure - enclosed certified by a Florida Ifcensad structural enginaer per Operat(ng windows shot be man impactnslstant singia hUh6 PGT41OO Series Interior wood trim &doors Allowable # ofgttSYieg 3, actual =1 entry canoptea - Open F5C 2017 requirements for 160 mph Exposure "5" wind -zone. for masonry Installation, pass shall be Irey tint as shown an Drawings. ) 9 p ' Per F5C Table 1604„5 project Dulidinge are "Risk Category 11" - Residential 1 semi- lose latex rimer Installation shall be per Manufacturer's requirements All fasteners shall be stainless steel, olactme so roq'dfar 160 mph wind zone 2) full coats gloss alkyd/tatex OF5C Table 506.2 - Allowable Area Factor � internal Pressure Coefficient = 1.1a and signed and Impression seated wood truss listed above. Install w/min, fastener eps;ing & par Datadls on these Drawings. ! Components & Cladding not specifically on Cover shoot below to be, + or - 75 paf. she drawings. [hall TERiOR TEXTURED STUCCO per tom; 2512.1 & ASTM C-926 Allowable area = 7,000 s,f, p g p ! ' Live Loads per Table 1607.1 Lifting, placement, temporary and final bracing ucco on C55 shall consist of 3 coats. Costs 1 &2 Area of Structure - Apartment Interior floor live, load = 40 paf and internal COnhectlons shalt per shop drawings. alt be 1 part rortland Cemorrt to21/2 parts clean white eand. The con - Wood In direct contst with concrete shall be CCA pressure ector shalt keep the stucco motet 2 days fotlowing application. Not loss (�) X 66i8 = 4,fl44 5F A!C Area - Attica w/o storage 1u paf treated, retention of 0.40# per CA . 2 days after the first coat is sppeol the finish coat of similar cement � (3) x 119 = 357 5F Entry& � Roof Live Load mlminlmum = 2O paf MiSC. METALS shall be with lfght hsmd textured flnlst coat. Minimum thickness 3/4", A 1 Overhang = 2' 0" Roof Pitch 4/12 Mean budding hefght = 14' Supply miscellaneous metals as raqufred to complete Stucco Accessoortss: Vinyi DukletrlosPVC corner, exp. jolnts,'J moldlmes' otc. 4401 5F Total structure and other components, as shown on drawings. rLUM51NG NOTES -- i "' "" "" �' �•� M `"' �"' r' MISC. METALS 11DrRODDII�CLU ER13CYL113W' &1F1FElDDJa'71IU — 0CPDEGJFD(lDW13ll�'993 (91 OILA MMEIMO Supply miscellaneous metale ae raqufrod " to complete or F5C 2508 All arm board tstaterlls and accessories shall conform to ASTM HYAC NOTES r See Shasta MEr 1 & 2 t+wldtna Product structure and other components. -1396, instaltation per ASTM C-W *g #8 x 11/23 Ary"Iscrews. 5pacing shall be ( Product Manufacturer Model # i:L#/NOA impact Method of Attachment Pra,sur. Prassura Flashing - 0.032" white painted aluminum shoat, formed 'a/c for celilnes &T o/e for wallboar6 ELECTRICAL NOTES 1 Horz 51lding window f C3'f H R-5410, Vinyl, Ina FL 242.9 No 1/4" x 4.12" Aggro-Oator 300 fasteners at 12" o.e. 44 (-) 47.s9 + (-) 5lb.5 as required &per Details on Sheet R-3 athroom Drywall - drywall in fthroome shall be 1/2" GOLD Lap 5lding James Hardie ardterlank FL 13192.2 N/A 6d SS rtng-shank halls ODVo/o 46 (-) 62 METAL STUDS „ Unless otherwise noted on rune. wall studs shalt be 25 ND Type XP` w/ gypsy ogard` moldfira w inhibitor. 5tafnlass Fasteners EIac Aggro-Ostor 300 55 NOA 15-0226.10 N/A Min. 2" embed into groutod cell gage and larger aluminized stoat stud and track system "Fire .e51sta1lCC DeSIenn Manual" puGshed by the Gypsum Assn,MISC, Entry door &frame 9teelCraft 18gage G 9OGalu StedCraftll8 FL 4613.1 Yes 1/4" x 4 1/2" Tapoon fastenars at a" O.C. 67 (-) 67 + (-) 67 Exterior HARDWARE TM E-K Gypsum Will hoe dame Spread Ratdng 316 stainless weal trim shall be secured w/ Type, Off -ride Vent 50utheasterm Metals Mf MMI-2P 26 a IV, NOA 0-0614,08 N/A 11 ga gals, rifle -shank malls 0 A•" o/o 44 316 atatnless stew! Waits. F5R <15, 0 - smoke Devdopcd = 0) a 0• g � � All connectors, malts, bolts, screws, washers GYPaJMWALLBOARD AND ACrES�r�z�5 Air Leakage & HVAC Duct Pressure Testf ng Storm panels Eastern Metal Supply 050" alum, "bertha" Yee 1/4" shutter studs at 6" o.o. 49 (-) 63 shall be, G-90 hot dip galvanizedALL MANLIFAGT URPD IN NORTH At�R:A AND Be fkEE OF par FBC Rounit air l 2014 not xceeAlmeK101.4.8 s vem (7) .air tndepe a perant testing Roofing Certaltrtecd Landmark Arch(te0turaf FL 16566.1 N/A (6) gaty roofing Watts per ehtmele No H. ult=194 HORIZONTAL LAP SIDING 5UIJ KA OR 5TRDNTPUH 6ONTMINATION of dwelling unit air leakage not excae efe seven certified air d prior per hour at James Hardie Hardir(ank 5/16"k 51/2" fop aiding man- a pressure of 0.2 inches w.g. shailba eFFectd & cartiftod prior to Certificate 5affit James Hardie unvented 1/4" "HardlSoffit°' FL 13265.1 N/A sal stalntass stool ring -shank Watts ®�" &/o .(R-j 7 • . + ufaatured pop A5TM C 1186, Type A. Grade 11 shall be _ Installed over 30# roofing felt water resistant barrier of Occupancy. �l� Sj� w/ #6, Type 316 stainlese steel rfng-shank nails per F5C For W Reeldantia! 2014 d R403.2.2, fmdopendant teatime of the HYAC p 07 Sections 1401.10 & 1405J6.2, system shall be oamotructad & sealed per SectionC403.2.7;$ of the Commercial of the FSC-Energy Code.Duct tightnose shall be Varlf(04 by teatime per 5ectfoh 603 of RESNET Stands$. Jahn M. Foster - Architect - Florida License #0511 Aq u 1 _ aw. 4 u U.1 U - t :_A S_ U u 0tli U4-1 i% s ci U a E IL U �— ,V s, E u f QN E wr, s y a� ' > l r� y� Il r� arw.i , ICI saw 3170-3180 Mornfngdow La. 5ulldime #14 V 2.1 io I Tn ift SCE... r T-6" r T_6' i i ,_6" f I w W/ r 2` 0" / l 2' O" r /6" ti 7 -{`>•' r iu iso;narcc• 7, 6" r T 6" t\i t 0 6" r r 2,:Oo r 2'-0" i t 6" 6" r i T-O" i 2'-0" r r 6" 6" f r 2'-0" , 2'- D" r r 6" C__ a —— __ _ _ r v _ v �N N �-"N _ I ! 1'-10" 1'-10" r I ! r 1'-10" 10' r i r 1'-10" r- i x x IT 1 F G IT .:�y IT I I Poak r,r .'w ,; , P al of vaullod c ®rig g P i of�vauited Ceiling Pock of vajlu-, i T-6" T-6„ 7._611 T-6` r T-6" r -6" z T.,6" i T-6" z r T-6, E3^ i T-6,. I I 1 # Unit #6 t Unit #5 Unit #4 Unit #3 Unit #2 I 1 9 Y 9 e ;.r. ,r ,.....v .-. o. 7— ,•o......-. —� (� ip L CO CO O GV CV f3 G \ Cy N A v rLY N gi t r 4'_2" r 4'_2" 4 -2" r 4'-2 " r r 4'-2' r 4' 2" r, _, �'_� i .-2" 4' 4'-2" r .r 4'-2" r 4'-2" i T-2„ r 3,2" i t 3'-2" r 3-2" g-2" X T-2 F r T-2" 3,_2,= r 3'4' r T-2" r T-2" r T- in \ P"ire Sprinkler Plan NFPA 13R (2013) 6.6.2: SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 SQ.FT. AND LESS NFPA 13R (2013) 6.6.3: SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING CONDITIONS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24 SQ.FT. (2) THE LEAST DIMENSION DOES NOT EXCEED 3 FT. (3) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION. NFPA 13R (2013) 6.6.5: SPRINKLERS SHALL NOT BE REQUIRED IN ANY PORCHES, BALCONIES, CORRIDORS, CARPORTS, AND STAIRS THAT ARE OPEN AND ATTACHED. NFPA 13R (2013) 6.6.6: SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, CRAWL SPACES, FLOOR/CEILING SPACES, NONCOMBUSTIBLE ELEVATOR SHAFTS WHERE THE ELEVATOR CARS COMPLY WITH ANSI A17.1, SAFETY FOR ELEVATORS AND ESCALATORS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE AND DO NOT CONTAIN FUEL -FIRED EQUIPMENT. MATERIAL NOTES ALL PIPING & FITTINGS SHALL BE AS FOLLOWS 1. CPVC BLAZEMASTER (ASTM F 442) 2. ALLIED "XL" (ASTM A 135) (SIZES 1"AND UP TO 3") 3. SCH.10 (ASTM A 135) (SIZES 4"AND UP TO 12") 4. CAST IRON THREADED FITTINGS, CLASS 125 AND 250 (ASME B16.4) 5. MALLEABLE IRON THREADED FITTINGS, CLASS 150 AND 300 STEEL (ASME B16.3) 6. ALL GROOVED COUPLINGS ARE TO BE RIGID WITH EXCEPTION OF THOSE LOCATIONS OUTLINED IN NFPA 13 (ED:2013) ALL UNDERGROUND PIPING & FITTINGS SHALL BE AS FOLLOWS: 1. PLASTIC POLYVINYL CHLORIDE (PVC) C900-DR14 (SIZES 4" AND UP TO 12") CV i T 6" Unit #1 SCHEDULE Available at City connection: 71 psi Static 65 psi Residual 1,250 gpm 1f2" to future building 112" System Riser (See Detail) W ■ rn� .O I .L Mimi .� DU/�) VJ I SCOPE OF WORK THIS BUILDING IS A (6) UNIT RESIDENTIAL BUILDING. SCOPE OF WORK IS TO INSTALL A NEW RESIDENTIAL FIRE SPRINKLER SYSTEM, CONSISTING OF (42) NEW FIRE SPRINKLERS. O SYSTEM IS DESIGNED FOR: 70 RESIDENTIAL OCCUPANCY: FIRE SPRINKLER SPACING 256 SQ.FT MAX (16 X 16 SPACING MAX) W v/ W^ GENERAL NOTES 1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH NFPA 13R, (ED:2013) AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 2. ALL CONTROL VALVES, FLOW DEVICES & SWITCHES SHALL BE PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER NFPA 13-2.7.3. (SUPERVISION BY OTHERS) 3. ALL HANGER COMPONENTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13-SECTION 9.1, 4. WHERE ADDITION OR MODIFICATION IS MADE TO AN EXISTING SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL BE ISOLATED AND TESTED AT NOT LESS THAN 200 PSI (13.8 bar) FOR 2-HOURS PER NFPA13-24.2.1.5 5. MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE. 6. ELECTRICAL WIRING FOR DEVICES AND ANY PAINTING OF THE PIPE THAT MAY BE REQUIRED SHALL BE BY OWNER OR OTHERS. 7. THE EMERGENCY SPARE HEAD CABINET(s) TO BE INSTALLED, PROVIDE HEADS & WRENCHES AS REQUIRED PER NFPA 13-6.2.9. r� I+SAND R,QU�gC JECT r0 44 P,70P0 r, "rAYBF�ayt/,,, A1vyCop OS'pW1 )rlrr Oi�s�s9Y p'Cr0 C, ^rJs ° ^Q Op4j,� DeM 2,0 r RECEIVED APR 11 2018 ST. 1,w0a County, Permitting LAND USE RM - LAND USE: COM LAND USE: COM ZONING: PUD ZONING: CG - _ ZONING: CG EXISTING USE: VACANT EXISTING USE: VACANT EXISTING USE: COMMERCIAL t..Ci_WA.Y_UNE.FRWAFJI6.RDM. ..I.._.. a..._-_. -C:,V[::. _. ..._.._.._.._.._...:_.-_.._ ._.._ _ I-' MAST ARM __ _- __ _ C e P - l..@ s" '83Tk'd M09111 NORTH UNE OF _ . " EDWA ZDS ROAD l -' 5ECIIQV 29° PROPOSED TRANSIT COUNTY ROAD fill) RIGHT-OF-WAY VARIES �CONCREIE MEDIAN a QQ� 21 -_-- NORTH LINE OF SEC. 29,. TWP 35S. RANGE 40E - _ Bus STOP wNn - -- V - - - MATTER SHELTER i, li 29 ' 26 CONCRGiE MEDIAN ._.ASPHALT FAVNC--_• L �_..• / -- I FIBER 0 c RU . __ _ - ---- ...._ _.. , _> ., , /, :..,_ _-. , , i - - .. ..' r ., N695907E-:R-769.74..,," �'Dox. ON CONC ` r, o�liTFIAN GNAL VACANT COM. w .n , - • ,:, ,,.. . ' - _'._._ _. ..:N8959 07 E --_, 769.74 . ,... ,--,, _ a, F ,. ::.,.. .... - .rr .. - Aix.-= --rr - -- n I '_TRAFn /•� '''_ __.'�-_ ------------ "`-^ - .artlP'.eEffi,ee' .Si,R',•C.�4R'4C.�-__ m'.te'i.0.6Yr. .. MAST A - Jo -- - i ,s,n, .. rSaul RIGHT OF WAY ONE OF EDWARDS ROADsr .,R.pp� JeMS.r .am.�•.r: JR16,�' -' -=--- ---- - -- = ------ �.� , AREA SUBJECT TO .. RCP .23'4 .:�. r i, it '.. ,,,. ,„ !-""`„�,,.:.PROPO5ED ` ��--�------�+••" PROPOSED ��_-- -: - -PROPOSED'_---. _LANDSCAPE. -_BERM - ,--- _ - •MDNDMENT ---_-,,---� _ _--- __- _-- -- -- -- -- W° MINOR P D J U S T E Nl E N T 1 #. cMP ..•.-•-:SCAP ...-.E ,,.,...."..' ' , Ja00' Jo.oO• JaoD .Jana .moo $ _- gal u .,. ..Mired _ r- r ffi 2&V Bldg. 3 r,.. ROPO ,r-- ... -yr: 43 g _• B/d . 1 2a.0• 8/dg: 2 ♦ \ \ CON � .. +� .+ r• P ^'" EmrganOY J0.00' ' �.: ''15 ]B 1 39 , 40 1 41 ' , ' 42 +, ff•2 ar ff-12ar ff-iSOtl' .,---- Fd200? PROPCSFD In J ). } 6 R SIDEWALK t 1, r13 w m 'I 3E � Fr-Iz2tl FF-i205' irl2od' fft20D' fr f200' FF.I200" { F, (TYPICAL) m 1 1 1 11 , m € ' „ .. .. »"• (zorao rXrJ Jo.00' $ , n I I , 120. Ja 00' J0.00' JR W' J0.00 N 8 , f :I Y I ! yI z a H CONCRETE „.,.._ I- _ ,..% HEADWALL J0.00 J0.00' .-- :•` ._.-.-r -' � , �.- .; w:a-t.-.. --r ,�--•�-r --i-=t'1''..-sV- n.,>. Ak IW TT\ TTr'T' _.... "_9�EVY�- ,1 .LL�_•~� •�s: l" : I�,:'.,W„e, «��'..�.._�,.�it [-. ..I_ I n45-.f3a' 33 10 , IrF12E` ff -12%' F.121Sff-iT"N8`J7EiDl�- r ¢w In z-. I� II LAND USE: - RU Bldg. 4izaZONING: CN 42' LANE.0 Vma9b5 R SIDEWALK 1 ...„„ ,- .. ,>:„.�,-+--L .�L-,•�: 1 PEDESTRIAN RECREATION AREA I tl^, aaDPo9ED b �, f F i EXISTING USE: COMMERCIAL Il I d 1823 . ' f PuzA ( iOAJ 8 g ;I a -........ ... E a ue $ 3 n' i 10• uE , I ,a• aW 4t'o° <L,"' I , 3 i .II 5885218$-20'-120.00' JB.lB' - .--r' t,'•"l' I 1 '''..( I.. i is i '1 lL N8858'07-E' MORNINGDEW LANE 425.E i b� m Ir LL Y F ��.N ,�.oM:,•:..'1"",d I I. i h' I I , 1 r , 1 ySales i GRAPHIC SCALE 40 0 40 m ( IN FEET ) 1 inch = 80 ft. Qi , '(^2} ¢ t I __ h i • > , N , 77 ; 78 75 74 ; 73 '. I I I I I�I � , � I � $1 e F� ' mil,_._' ;1-:- H I { � ' 7e I • tf-tzar irNzar rr-n.ar ;fftxar ;rF.lzari p" ('. v�i } ..L-? I,;l..k � ! l.�r.�� L ��. D j ' 1 II �i rr-lzeo' :•... f I ,... I I'.. L„ , 79 ,rr-t2aY I i. ,- I �k'`� ..,,.... I 80 42i _ _,.L- B/dg. $ 1 V ...._-_..,__.__._...__._..._ _ ,tnt83 82.. li, ,ff.1xi5 ;. ,2,61 ,.... _.:_ .D moo, moo Ja Op' JO.GD• i.J,.JG• 'Y I �. &(Oay2po�bl g• g,;;ff-,230 I , U SITE DATA TABLE q I BIdQ g9 B/d 28 B/d 2 v1ff-lzte ; 161.30'Jaao' 8i{z8b 3II^ISO oa Daubd a � 2'0` wOwner/Annlicaht: Owners Representatives: ,a000 (rw&MC ar La din L R ,Dvl 1Edw ds n g LC Culpepper&Terpening, Inc. , TJz3o Jo.oO 2324So. Congress Ave: 5te2E 2980South 25th: Street I t7i It 3 I .-,•__ ,___.. .. .... -.., ' `� ENCYB0 r 1 ..:.. »'...-<-.... rat g 25 , N-' .. ° .. E. ..:: .. r,� - rSS , .. 1 g; :.... 20• w ..... , , . :.:.°• . .. -. - .. , :...: West Palm Beach Florida 33406' Fort Pierce FL 34981 W $ bl _e I 1 fftzar t 7o t e zo.D ....... . 2 I 421 : . o Ga .•.°: • :I " • ..•. C:. s is-( `. Phone: (561) XxX-Xxxx Phone: (772) 464-3537 p t LAND USE: - RU ti Y II (» .._>_24.�.-, _ _ .0 I':1$ :; ,... $ 72 ._ o; J •• h o. II 18: lt-` LB �_ » Drama : !.:_ R Tzar : LLL `�._.._ R-12o11'._:...,w :''<: orame • PRDEWALK •-:'' '� ._ __:. - ,6 > W ZONING: CO Fax. (561) xxx xxxx .Fax. (772) 464 9497 {; ff•1'f...... Ili .i.'. ge .. - q O _ y 5 R SIDEWALK •:• » v _ ` r O O W O el I' 811. - Outtdle Wtldle'.,.. �, { # O zTO EXISTING USE: COMMERCIAL �_ :. WWW.xXXXXXXXXXXXx.COm , WWW_CY-eng.com 'I17 7 4b , (tYMaal) (TYPICAL) L•<•.� - -. q Bldg. 6 I _ - j.. U' J : -�. �rv-_. ...., - 85 , ✓i ." b t O Z n II 8 23 __.... r$ 4 , F-,200' F ..._.._ rF-12AIY ° I :'. a z i O _ F ` - n n-tzar ' P, I < . 8'-__ _ -... .. _ -_.� < Bldg. 2 j_ __ :•..:. 1 .Ii `£ ,� I .. z ut a II I R ff.,xar ... i 3 -- ---__, d x I Architect: Environmental: N h i ' 88 I g, 8 �. 70 46 , LAKE FF-t2ao' _ $ II $ .LAKE _ Fr-2ar ( ',3' - __ >I O ,I I i .I I b , ff-12ao' $ (addition area) !II r�i DWlrg.d N.A.V.D. ',,. .....______'J _ ._:...L .... ..._..._,.: 1 ' I .... 1. 89 , I a ( 47 , t X X 87:_--__• Od a h n II zz X x RW $ 8 ff Tzar F- $ 11 1 m sF ( ff-12ar ?, ...._... ff-12ar i ^� _... _.t . , . _ _ _.:. _.__..1 a _._.._-tt1IX(p'__.a °.'.', Y.'.'. t,. `% E I 420' a o z X x' II g, Q b I $ 10370 a6 ,'• , Sfablhed { x t t ' ,. •. I.. 88 -'B ;,°:1 Emergency .•,". , :, II . < < _•___._.,._.._.._..__._ z X r I : r-_..21.,,. - ee g < . , 8: 00 rF-zaS ' (20e90 n w 111, X �y P IL 1 81 - I FF-i2a n _ ff 1x , (zo•g0 T yd I:.. I+ e 8 X $ l r- ff a!iIhIi1JI I1,I .8gh;':i; :.,". ff--zo'---__ _�l_.-.. '- L-"i ..f� I //1s r• 1.' _ ..__:. e7x'00..'.0. 0. .. .. ,,1 ,( )^ # 7I3• �;Iri; . ae F-,ar ff-12.W itiI{•3IiI ■O LAND 6 II 1...._USE: stabihad ff-I2arZONING: CO �Emergency EXISTING USE: COMMERCIALAc...a 1% 1 (20'o Tw.) A: .-_ l.) Project Name: m m .,9zar LAKE , Idg __......._.- . ' ..._.. a.r PUD) MaJotAdJustment#1np $ LAKE TRACT - --.._ ',,APFion FF-IZW \x84-2ar !D LAND USE: RV 2: FF .. i 51 I •.'." .`,.:•� �, x":,;r". IOh a Idxp { I ZONING: RS-4 I^ 8 65 , -, I '.. ^,- „_::..-._( - -1200 : " ! - „< 1 EXISTNG TRANSIT 1 ar �.-. -_ - _ 2; ' EXisnrlG USE: RESIDENTIAL SW corner of intersection of Edwards Road & South 25th Street ...._11.:. P � ff-Rar •.-/ I',',` �' IT 1..... 121.`78 1. 1 8 17 .. ._.....-_-, ., , ,�,< I'. BUS STOP W17H , .........._..._ _.., . - . » , . n_ _ _._........ I .'". ..__.<-._ ... LAKE-' :�;Y - i 1 rr-tzar w' :':• ,' _, i. 1. - tozo3' .__ . (Initial area). ".�,orr,. ._ _---... t ':,, SHELILtI .FATHER $I 'sa I-- ! rr-Ixar ':•.'� .v._`.».:j>° • __ :;,.,,4 Bldg. IL.i^ I I-- 3.. Protect Description: 93 f12,11 3 //,/r ss5+1 l I I. $ ,." :� I � , o /� P• _ i (( I 318 unit, residential community{mixofSF Units and Townhome Units) IIm ff. II I • i -- _.- - --- - .J R I•:': g ff Tzar .. t: L. .. _Iz III g FF-lzar ' ,9t4 , .°:. - LAKE ... _ i` 54 .�:•.1 r b _.: 4. Sec/Town/Range; °. I q L. .-......: I -,2ar ' nJ V , 62- I » , 209 \ b''v , 9 v •' 1 �� f ,� a ) A I ff owL-e.o N.A..o. .. 8; _..._._ .1 p , „ 'tom' :r ff 200 3 I , , lake MEET. .:.... ..,_ .. .. ._. e,„.. .. II I '' I ; - :. ..__ ..._,.._.; >� .� .. R,... ff,zar,___ -' _ . , Ea..m•nt r eH ^,':..--=a•w� cue=_7- ... ,.< ,_„,,,,,,,,..... - s Section 29/Ra Range 35S/Town6hlp40E € 15 eEN ""`"^--' LAND USE. RU mica" csT area (w) o n RS-4 EF-txla' �__.- ,r00,00 95 .. '. °.'_ 55' stobll:ed StaNized 1 i 1 o u .I 2Ay g Bt __ .Tzar E,n ena 8, ff Emergency `' ., l"'�-- "°, '.: ,Y e,) m EXOISTING USE: RESIDENTIAL _______., .,M, .. R _.._...... _ ........_, I ,,. _ , - •. ., 5.) Tax Map ID: 6.) Parcel ID Numbers: � � I g � to ! .. Gazebo zo•go rXy) - < � � (zwgo Typ-) 1 a coMMUNIn 1 SI I 1 ; nc ( ., . , I _,_x. n - : -,zar - ., 4 .• _ .• _ Ch ".i�( _ _ Bld . 9 11 I I ' I n ......a - Tp.) /,• _ .� f , �-t _ '..� CREEN J.:. ', : 9 1 ... ..._...... ,, to . -... ..... ,..-� LAKE .., ',... 24/29N 2429-111-0001-000-1; o_ I � („ gg '. W ..•. .Wau•uiE.--... _ ',•<' TRACT 242911100030005,and, .. - ' .. 'w_oNVm�NN.l '. ' iv�lllrN.3.OtW.'o'. . . �z€'�»dw 33d,�. . ' y'!IIIjII1II(lIHj1I1II!I1I',•8g$bI$ $L.:r; : V--ff.111 - "'-:_':--- _:,1l.._....._.._... �..:�,;.',:I. ,2 '.+$ s 1t>.•. _c.m.9.o6 .r..._--<�!, - ;', ...--2,.8i.-0.' .u:7,E .-_,,,.�;1 - _ i,I . g ;I 'I: < �i,Ii' �5I_296( a.26. JRO' a00' m00' 0.00' a00' 4/.Jo' - -----i ------ .---_�LAKE � OO'_uKlUkE:Aa.Elgl.e a .9 '` ,`/'. » . .i .': ,>",rrar • _ I 11I 4IiI2z10l1I( [ w �a2< ' :- 2 429\\\-0002-000_8 , 7.) Gross She Area:57 - (Initial area A9. 12 IOa00 100 tx 102 103 105 ! 06 35.399 acres fall above MHV) 1541980 s q feet t z IiF-1x7 -420ar.lx5; FIF-z0, / u(typical)8.)Zoning; i PUD Planned'UnttDevelopmen!- Sedona 35 .399 ac ,rya Bldg. 10 = (approved 10 17/A6 res 06 295) r _ .`12ar .2ar LAND U3E. RU Ji. W I I ZONING: RS-4 $ t0"_ - �. - _--_-£--}'- N88'S2Y8'w --'dfDl'AG6 DRIES-4V 413.8'- ,.j:. - ,....... ff-Bi20o r $ - . ..' 'a. ) ` q EXISTING USE: RESIDENTIAL 9;) 'Land Use: > - O II •I g I ff.12.ar }' '•' ,�.. - m--�""+g , C.. _ _ _ . r w "elm 45.3' i _ -;.-,� ,,,.,-;.- �•';;, "' - W stabs.n t. I I Im RM Residential Medium 35.399 ac v 9 I .....,._... ':�,�„. r?-T, .�;... 10' •^•' .: .. j .. ..` /:."J Emer9eneY , L i : UE r t l 1 , 1tl UEr-. -,. f00.00' z_». ;,:•--.. s"r' Accaaa -. s �, • �1 w O 9 .._. _ jl -- ..- ... y.., . .. r_-„--'-°- :>'.'..:. ,, zo ; I > Density DU ACr 9 E ry II 8� - ,:y I I 1 1 1 1 `v �:-.'-�_:<.a..�,w. (zo+soT>p.) ,...» 1. : - a I4 W I 3 1 N / R YF,zaS / L_ .. . 41 a . I I ' ,...�..... r r r : r"- r ( - ( a I I :N M ` _...._.__......_ _.... 30.) Site Density: oIDE � i ---......__._. _ . i l._ _..8 .........--, - I : I 8 ." aozwAix Bldg. _ ! l-: E I a2.0• II h 3 eI a ! 8i -- I j j 8 ( ICAL) ^F 11 �v3 s 0 6 FLU Maximum: 319 du/ac Proposed: 318 du/ac - 1y I COMMUN/TY C 1 ' - a 0 <' a Density/Acre: 9 du/ac Proposed: 9 du ac rl 28' III 100.00' $ ;` $ 119 ; 114 ; 113 ; 112 to ; 110 tog l 108 i 107 A 19 B/ I ' t` P 11 i a 1' , p rF-IZBr 1FF-2W in-Iz :FF I rr-mcif IrF, 'ns ,rs lz �� mT d 1 g z.3 I - `� 0 GREEN TOT B1 ',�.`# ,t ?o d I i. i , '-^' � - FF-1205 ;b'i O E. cal 41 F' I_____ L____i.____. u___.. i._..._. (tYP) ,t ''�, <s t r I I ¢ w A III L,._ :_ - •- I ^ a.eo^ '.Ja00' +-- 3aoo . < X��`,.I `` `Q{y� 1-. �i 1 j - 2 m 11. llevelo mentSchedule: '7 1 I ."__„__"_`____", -. ..... '� , , , xx"l_ I a .. E -_ f R m ' '�' LAND USE: RU J P ln. 7 _._...:,_ .. moo•. moo, MW. y , u Il '?<� ..- _ PROPosm t ,: I I ZONING: Rs-4 Star[ n,.,......,L«,.,,o2r..,,nn6 Winter'2017 C I _-_.... "3kao - 3dbD _moo :,;. , -_ , -.__-- f mer �_ ..� ., ! -----, ___ < '%F,*r �-'NIGHTFALL t,',. '( (EXISTING USE: RESIDENTIAL F A I 8; rF-laBd co •nunir o III m o 1 ( t ) y :. , ,f t:, Complete `F%^^'n^' Summer 2017 Phase 1 Infrastructure) I-'.: 1. , errrgg -.€ �.�„ v.. _.- IL5 Pam' _..___, ... '� ; cftn ter BIKE (.: r� =-< EIRELE 1 - `. " _. ,.! h m0' r , 1a 118 117 ' T18 ' 119 ' 120 121 , 122 123 , 124 �+' °�'"?: COMMUNITY - 42.0 , ,. : /0 Of10n RACK ,- t i'_ _ e • RECREATION O ON II I FF-12o0' b n-1200' I7.ar' Fh1200'� FF ,'G00` fi.1200' FF-1200' ff.12ar FF 120Gi R'-1200° - vrtos�glr b, , i , , s , - : ', BUILDING �:, N N 3 II ° ! �' E{-----... _-_...__ _._.-. 42.) :Flood Zone: a r_. .. .....-_..... .. _.., , i i 8 i I l MONUMENT `s•V', a' COMMUN.,I' ;\ 1 I- �- rs .. !, - yo s_•.. Is - '/ - J - II , 5' __ ,:p t2 , , , g , i SIGN - I,:.°; GR :N ._ .B/d 2 8, Bldg. 18 COMM 9 ( _ The project located in Flood 3oneX Other Flood Area .02%flood chance. A fm0 : ... _-._, _ a ., (TYP.) TEMPORARY 1 12 _:, r : I ff.Txar r-,zar c N € p j ( / -TURN AREA 1 , _:. I r ff-12ar ! ,.. O h I p 2 '6' - f 1 I : 13. a O d � I � , 81 7 .. .� .,, dtr, : i• ,.,. '- , )'r,�a�:�:...r � � N i-EISZIBB'1E AM -.._..._.__.. - __.-. Accord) n to the Emergency Managements emen Agency Flood Insurance urance 10 MIf1 szM ff 2ar Rate Map Number 12111C01861, Feb 16; 2012,m„Z iW O O �G�IGDi�LANF'-40'�381_.... .__.... _ T ff•72ar .13.)BUildlne Het.: ,,:.,__ .. ,, �. ,. Nee 29-w ._; r6>ih. ,..::.. oz. 4 MOF.NNGDEW LANE - - 1 i. I 1 i r ! 10 LE I . f 10 U , .. •_ „ �., s'�.. ,, a-: .. ».. .� .0 .Try, a _ _ _ I MONUMENT I w � n n.. , .: :.: , ___ _-.. I' I , Maw mum Bld : H 3B feet ! - Or_ -�( )e Z B BL F '.0 I : .- r f F T' i 1- Y ( '%1,» F., ,4�,. c 't. ,a.. ,.,. , � •. ... I O I I 1 O w J 1 � , I ) '.,, s•. „^. ,a04 :.. , I ,Ir.+...;dr �J=.,r . , I �,.�.: 'a m a I Refuse _., I I x z :LAND USE: RU 14.) 1 I I h w 2 m _ $ ,. , ,. :: , I , . ZONING. RS 4 k, 1 1 I : and solid waste .collected b 5t: Lucie Count approved waste haulers: II•I ..ar 13s - t34 132 � 131 ' 130 '129 : 128 ' 127 , 128 : 125 1! I ! m,. Trash n I pa ff 12 Iff I , , EXISTING USE: RESIDENTIAL Y Y pP a '� II d • c! 8 �a'.12.00 '.iF.1205 IFF72o0' Rh7200 1ih1208 4F-1200' iFF-1200' IfF.12ar :ffixoo E-720U Idg n1T1 n 25.0' I IL - 13 di B 17 Bldg, 16 Bldg. 15 Bldg, 14 Bldg. 13 ) - r... ff.Txar ff-Izag' rr-IzsG ff•,zoo' L ff-tzorc , fit ' .ff-12ar " _... ..... ...... 1..:. .. 6.:... _... �.__.:_, L __L, L.._:a 6 .. L..._... 4_.._.., M i a1 + - J6S ' 25.0' 260' 9 tl 123.8 -- O-. J7.00 J0.00' J0.W' JQ00' 3a 00' J0.00' Ja00' J0.00' J0.00 ,m00' , - - - .. y / o a 11 100.00, 14a00 - 2 .0' ,a ,� - ----ix --• _ '�- u, - ....-__ - ----�:---..--.---•(6' - .--�-�. )d- �._.PROPOSEDL;- . - 'I,dNP.':�ri9e$:�. '_'� -BERM--- POSED - ®�LANOSCAPE:."--_ -i _..�,-i-�,...- _ - - - - e. -• -�, PRO r _- _ t FRONT y .__.-_....._.-._.__�._._._._. SOUTH ONE OF THE NORTHEAST 7/4 OF THE NatTHFA$T % E%ISaNC 8 CHAIN LINK FENCE 711i•IG'' SIDES SB9'19'10W 1221,26' SOUTH ONE OF THE NORTHEAST 114 OF THE NORTHEAST 1 4 SECTION 29 ... ...... .. .... EXIS71 CHAIN FENCE _ O 8' CHAIN LINK FENCE N aegPARCEL LD:PARCEL to. Rae -- -' LAND USE: INST (FTP) 2429-141-0001-000-4 (20'90 ryn.) LAND USE: INST (FTP) - 2429-141-0001�LAND USE: RU 000-4 li x I s ! G119 31D ' o D USE: RU - - ZONING: i - OS-1 (FTP) (SCHOOL BOARD OF ST. LUCIE COUNTY, FL) ZONING: OS-1 (FTP) (SCHOOL BOARD OF ST. LUCIE COUNTY, FL) <; ZONING: RE ING.. RS-3 EXISTING USE: SCHOOL (OCCUPIED) EXISTING USE: VACANT a EXISTING USE: SCHOOL - (OCCUPIED) i 1`i'.C'C'"'--"'--` TING USE: - RESIDENTIAL i 7N( TE( t I -5 a S T COMPUTER FIELD` K./PG. SED�NA DTTTi FILE REF. CULPEPPER & TERPENING, INC N D j� r V D - ADJUSTMENT 1 CONSULTING ENGINEERS I LAND SURVEYO.RS N MINOR # 1 2980 SOUTH 25,th STREET • FORT PIERCE, FLORIDA 34981 - • 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 D E C �'�•I M B E R 2 O 1 6) PHONE 7 STATF -3537 0 FAX 7 1FICATION N• w42136 eng.com a�'1J, . dui , +�••'[�, O ' ' STATE OF FLORIDA CE.RTIFICAT[ON IJo. LB 4286 BY DATE DESIGNED - - CALCS. - - DRAWN - - DETAILED - - CHECKED - - APPROVED - - ST: LUCIE COUNTY PROJECT NO (Orig): SITE PLAN APPROVAL ORG APV DATE: 10 17 2006 ORIGINAL SLC-RES. NO MAJOR ADJUSTMENT& ate% File o.: Description: 12/06/16 SPMJ-820165055 General Amendments to final development order - text only 'Order No.: I I R16-218 to uvvn.truJ„uavAe,.t�Aa: ' Dste%. Fite Noa DDese cEiption:. Order No.: 01/02/18 SPMN 12204S095 Redesignate Bldg 21 to be Recreation PD518-001 Bldg and add two (2) dumpster Locations. Engineer/Surveyor: Landscape Architect: Culpepper& Terpening, Inc. WilliamA.Flint 2980 South 25th. Street Landscape Architect Fort Pierce, FL 34981 1950 SIN Palm City Rd., Ste 5-302 Phone: (772) 464-3537 Stuart, Florida 34994 Fax: (772)464-9497. Phone: (772) 220-0424 www.ct-eng coin e: WAFIint3@gmaiI com THEO ?L"(P;S AND ALL PRCPOSED WOWS ARE SUBJECT TO ANY COPRECTIOPdS REQUIRED BY FIELD IP"°SPECXR6 T}Pf MAY BE NECES "NY IN "DM T;7 COWRY WITH ALL A;PPLIC kBLE COVES. Coveraee:- i' . acreage sq feet %of site Buildings (all types) 9.000 348,480 23% Roadways/Parking" 6.500 283,140 18%. Other 2.110 91,922 6%, Open Space 15.189 661,633 43% k' Lakes: 3.600 156,816 10%. Totals 35.399 1,541,980 100% (all areas are approximate and are subject to change as pan offinal construction designs.) Noted: Roadways and parking Includes all areas 'designated'forsald uses. Referto final construction plans forspecific Information related: to permeable surface uses/types:. Open. SpaceSummary Agfa= safeet %of site RecreationTract(s) 5.52 240,451 16% Common Landscape Area '9.65-420,354 27% Sub -Totals 15.17 660,805 43% La kes 3.60 :156,816 10% Totals 18.77 817,621 53% Residential unit mix singlefamily 134 units (3/4 bed rooms) townhome 184 units (2/3 bedrooms) i6.) Parkin¢: required parking -2spaces/ unit (per appeovdPUD) parking spaces/unit units = req'parking provided 2 318 636 636. handicapped parkingrequired (townhome units only) # units req parking HIC pkg req'd HC pkg provided overall number 184 .368 8 15 a Initial cstarea 64 168 6 11 (the initial area of construction is a partofthe overall number of units) 17.) Utility Services 1 Water: Service (Utility) FPUA Electric Service FPUA Sewage Service (Utllity) FPUA Telcom Service (backbone) ATT Re Use Water (UtilitV) n/a Cable Service (primary) Comcast 18.) Site Drainage (preliminary): The stormwater management system wi LI indude .wales and surface detention) retention areas. Final stormwatar designs will be provided with construction plan. FFE's shown on this plan are approximate and subject to final permitting determinations. Sit. LE1e FBICou CIIIIIIIIIIII- %•"" "Initial APPROVE SEDONA - PUD OVERALL PROJECT SITE PLAN ®ME DATE: 11/ 09/ 16 HORIZ. SCALE:1"=80' VERT. SCALE: N/A JOB No. 15-057 SHEET 3a of 7 I ®=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'-Ot ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE 0 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR A ARRANGE WITH CRANE OPERATOR 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. AIFR HAN1=:>I—ER 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' Span or less 0 degrees or less 1 2 T a Line span approx. Truss must be set this way if crane used. Trues is an example, your trues may not math. Insist crane operator sets truss this way. 30' to 60' Span ®� Spreader Bar (toy f_Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss 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 schedule in engineering package. Carrying Girder Nails must be as slaws. Guide tabs a Dome angle nails. SEAT PLATES BY CHAMBERS upset--1/4" heel=315/16" SQUARE CUT END 2 x 4 Top Chord FEB 212018 ST. Lucie County, Pern upser-ua- neel=4 sno- SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: ENTRY 12'-8" II^ 71 /l l^71 9' K 14' 17'-4" I. IV _ l w I 14' V 9' �, THESE PLA,IVS AND ALL PROPOSr*D WORK ARE SUBJECT TO ANY COPMECTICNS REQUIRED BY FIELD INSPECTORS THAT N1AY BE NECESSAN y IN ORDLvR TO COMPLY VA ITH ALL APPL}CABLE COVES. ii4ABRICATION AGREEMENT t;ANNOT aE STARTED UNTIL TM AGREi:MENT Is taoNED a REn1RNED cifta ri on of Ma property where Ma trusses we. be InWAe l I: The uderaWrred admomeogn and ogress: - -- 1:.Troatea we. W made In sbld exordarrm wilh Mb truss plaarnard diagram IeYOK wldchb the sde auglotlly far debrrn1l11np.aticoeaatrd bWkallon of Me banes, 2 All dimension In ft laymd hive been varW by Me uMersbre 1. s Unless wrbrr w5cs is WwAded by corned mall b Chambera Tine wphkl ten (70) a ye of dWmy Me urdengnad aaae• Met no bsdwherpas we. be agowad..ln Me evmn such wdWn notice Is fimbtad Ctwnbera Tina &hap have Mrea (3) bujilhan days In wNeh to4M opdra required ar to subtipo undersigned admawlsdges emM.sW1Cm d" by TPI d' WTCA. daUa DeevarY b to Jab site. h b the buysra'ro'Pons tlly to make Me lob sW suaabb for y. Cmhwy re Tins ho Me nab aupua W to de0amins the stdbbaty, of the Job aW off a portion of tla Job sW for delivery. Chambers Trost will be resparadeliveryle far dump delivery only. The buyer b reaDornlbb for additional deW" sr�en&sa H Chamber& Tina has to redeliver bemuse job aW b riot papered far delivery or btyer b not prepared far deltv" of trusses. �uyar Is rsspo to to Chamber& Teas for towtriy mats due m sW m icklais. a Pesos ss &lawn bl paragraph 7 below to arhJed b gauge a arty daroaa are.made III. 1tdi.layuuL A SG0 par tour fee for revisions may be charged by Chambera Tins. ' 7: This. (a a PURCHASE ORDER to Chambers, Trwa of Me an agreed to' or If ,. ipreeinot a reasonable prim. INotm will be made on delivery and peke wft* terms of rial 'on delivery. Invoice May. be made at sdw&* d deb bf clel ry If buyer cmrnot accept deMery of bW"W tosses. The trade %MW agree to pelf QW 6ers.Tpies reasonable sharers be for cdlectbns In evert of payment not tirnaly made. 1-12 %per niooM sar4w . darys we. bs added for ar sumo nol paldwlthtn farms. - . a SWnwwle or inipab erywhere an Mb daft mnstlwtea agreement to at toms hereh IP M oonatderatbn of t7wnbers Tru" Wdendinp aedlt fur Mfe maWal Me undeniowd amm�daonepy gdered00& payment when due of any ad ail Indebtedness oared to Clambers Truss by.wir eaft remlldnlg nwW W and Me undwaWned agree to pay such kdebbdras& Including eW?mayv raft. If debdt In paymerit tar material be me& by the '1ra Q event of any ablation ooncAri M Mls agreartwd the pans fumiehed Iwsurdw «paynwnb refanod b harakn, tins Parties agree Mat Ms apb vsieis (a am such action we. bs Sabd Loob County, Fb11de. 11. Onign moponWUMN are W-Natiornal Standard And RFMm andedGuidermt on Raipousaslltbs For CoUtuction Using Mletal Plate Connected Wood Thmee ANSVTPANTW 4 - 20g2" . . DATED FOR TRLE AapeaderbarmarpW"8CSI1-W1Dptegertkjay8danarge multiple ply trusass must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can saw life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Thesesmretbeestandbracedpeerdesignbpreuerttjury&de age. Tenses must be act plumb and square Do not "net bunks or stack of plywood, roofing material or any .. 'cline a heentrated loads on muses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT •' - USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC Shotp Drawing Review sa'aahit srawmtd h Ct tt #s (or i ten! a wat the cca tw as tacr s arTWxai 0,0101PNOWle ell tle tow uitarakatdetsi Ow" as *., za arms ttaC Any Atfift 00v^ % t W thte *e4. .: rs Or d owdlicAUMIde, Cana....Uw tx cos 4 '. t ea auto w6kha scat tar r"ft. &'aver _n*-.'.°a'.t at t�iW.caeWg^.t�l,R�l" !F&ifi. a fted P1 W And is ctavlq'a,A + +:'tMutca^t N +:_.... ?`.4e*.tt7'�` t'0 b: tart woks ail oualat eatt%f, t'WY pe ace wf a 1aWWL johoM. t.t 11.105 lease y y nw S ..wi a nett 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department FORT PIERCE Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 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 2017 Verify DESIGN CRITERIA shown above with the 4 building department and your engineer. Design Criteria is the responsibility of the Buildina Desianer and/or Engineer of Rr>m rt Chambers Truss Inc. Drawing Name: 74971 Scale: 1 /4 = 1' 81 total trusses, 10 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date: 02/16/18 FOR EDWARDS LANDING LLC DESCRIPTION: 3170-80 MORNING DEW PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 10 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 74971 0 for t? wall mt. grab bars w\\ 6" 1 �410" \\ rs'A ® Wet double 20 gage 1 516" x 5 5/6" aluminfzed metal. studs 016" c/o - see Details below M ................. ......................... .............. .............................. ................................. ........................... ....... ......... ......................................................... ........_... 45' 4 It 30' 91/2" to centerline of 3" FVC 0 toilet PT 1x6 hamraft blockfng FfiboA4)I, "Tapconned I to CB5 wall, 3-pfeoverlay D/ w/ 3/4" CDX wall plywood 1' 0double. 20 eago 15/8" x 3 We)" aluminized metal studs &a 16 c/o bath _ CLEAR FT 2x6 han raft blockfng - I FLOOR SPACE within stud wall, overlay it 0/W w/ 3/4 CDX plywood r Ic0 (typ, each e nd of tub) I vanity counter & Support w/ knee i' 5 V2" claarance -- ,-487] O ' LAV- CLEAR N FLOOR5 0 " ' FLOOR SPADE � O pulld in I MCI ab. outlet \else. Hall61)42"AFF pn9. 9 48 RooGR-LEAK 48, O i7 O 1, 6 it (w/ overlap) t 51 1 " W , 4 1 O pull --P f ulld I 5 ' p i O ----------1--------- (� . W - dryer box I ; washer b � Itght switch d 9D 42" AFF � O i� 1 30" ° °----- -_ ---------- 1Zfg 1 Sink - cle8r, ' Floor space ' I � I 13'3' Ref. - clear I'I ' floor space 2011 50" 12ange ej Kitchen �— , ° Range - clear C K Floor space ' ' 48 (D`C r_—T'stat t9 - clear j F'1 oor I M space l4 i N 48" AHU over W. heater Fair f-- OU51me /�C-t I�haly!5115 FCali El CB5 party Walt FT bc6'5 GOLD BOND "XF" gypsum drywall. 3/4' CDX plywood solid spacer fiberglass tub Surround — t5ath Wall C C�5 2x6 s w/ (2) #10 x 11/4 am -head screws thru studs 15 to each end of 2x6's - 3l41' -head overlay on D/W ** i; Wall 5ackfng Index N FT ix6'e w/ V2" x 2 5/6" bugle head Tapcon conreta ® screws 06' o/c -3/4" CDX plywood overlay on D/W ** 2x6Is w/ (2) #10 x 11/4" pan -head screws thru studs to each end of 2x6's - 3/4" CDX plywood overlay on D/W ** mirror clips NOTE: Future installation of grab bars on party 2x6's w/ (2) #10 x 11/4" pan -head screws thru studs w/D/W fnsertt wall shall utllfzo stafnless steel Tapcon screws to each end of &69 dfamener per accessory manufacturer's ** Solid CDX backing over D/W to fill vold behind catalog, minfmum length 41/2" fiberglass tub surround. 30" x 42" Mirror 5ath Wall keihforcemeht Isometric NT5 Medicine cabinet `yr 1 poor 5checlu[c Mark Size Thickness Door Mat'I. Frame lZemark5 306$ 13/4" Ins HM HM See Note 1 below ** 2 8068 5L 31/2It white vinyl white vinyl tempared, insulated, non -Impact grey tint glass 3 21068 13/811 Masonite HC wood raised pane[ pro -hung w/privacy lock** 4 2668 151 1 Walt Masonite HC n/W raised panel 5 2068 13/8" Masonfte HC wood raised panel pre -hung, no Interior trim e 21068 1 3/8" Masonite 5C wood Interior pull handle & privacy lock** 5068 131* 11/41, Masonite HC WW raised panel - no trim, D/W openfng 8 1668 1 3/8" Masonfte HC wood raised panel pro -hung, no interfor trim ** 9 3068 13/611 Masonite HC wood raised panel prehung w/ privacy lock ** 0 5068 BYf 1 3/6" Masonfte HC wood raised pant( no trim, D/W opening " All lookests, privaoy & ewtheing closet doors shall have "lever handle" trim, both sfdos. Note 1 : Door #1 to bs 90 minute+ fire rated w/ pormanant tag fndfcatfng fire rating, Impact rated, raised panel, insulated Door #1 threshold shall bo rEMKO #2009 rK-A mitt ffnfeth elumfnum w/ remkollrene air & water seal. ANSI A117.1 compliant, UL 10c fire rated. Door & Window Notes: 1. Windows shall be POT insulated vinyl, 160 mph - 3 second burst non-fmpact F5C rated. 2. Slfdfng doors will be 160 mph - 3 second burst non -impact F5C rated. 3. F13C 160 mph - 3 second burst code comptfont shutters shall be installed as shown for all windows & elfdfng doors. 4. Entry door to have Qufckset commorcfal grade lockeet & deadbolt. Door, frame & hardware shall be cortffieel to meet the requirements of Impact rated F5C 160 mph 3-second burst req. 5. Alt locksote shall have ADA complfant "lever handle" pulls. 4" Lam. Splash 2x6 wa\\11' bki locn V Q (V L T N 6- 'G10a o rn E N S 4 It .1' IN ! / X (typ) ffberglas `-' tub surround 2x6 wall blooking behind P/w 2x6 wall 11 7 1 / 11 7 blockfng / I l4 eHower A(VAetAP r Cl M ................................................................................................................................................................................................................................ 211 L }) 4 USv-n ID i E 40 U th 0 L U +�+'iro E��t�3 O i �s+3 o o N � OZ 43 r n ~ S 0 I 3 43 q), i N Bedroom 2 ® " 43 >J° L ''U O O 'l3 Q. {p 'U+-1 aU O 1 sisot 0- 1 orM7-n veoofrhang / above r- , Q3 ' I , cA ,� 8utom8tic closer, max 7. 5*° opening force ; 1,913 11 - 2 11 ra to 11 j V KJ CJ ' 1 IM Entry 1/2" drop to slab , I I PANS AND ALL PROPOSED �vaa�t 1 „QD I Covered Entry ARE SUBJECT TO ANYCO?RECTION1---_-- 48 -- REQUIRED BY FIELD INSPECTORS T KI ADA/AtJS I A 1 17. 1 MAY BE NECESSARY IN ORDER TO thresho I d co COMPLY WITH ALL APWCADLE C(;"tif�. 4 A Scale - 1/2" = 1' oft double 20 ®age alumfnfzed steel studs w 16° c/o #10 self tapping screws 1I1 8" c/o, staggered pattern 2x6 blockfng per loumetrfc - --------- ------------- n , n - -'1r n p , 11 n ., 11 NO double 20 gage alu1111*0d steel studs 0 16" o/c #10 self -tapping screws 0 8" olc, staggered pattern 2x6 blockfng par Isometric ---- I'- I' ---------------- -' " ---- 5ath Wall CD Lav/WC 1/2" Gold 2x6 wall Bond 1V Wook(ng NOTE: All screws for vanity connectfons shall be staln- D1Wk4'ash less Stec[ Latin " 3/q.A1(3) #6 x 111 5/&1 CDX (6) #6 x V CDXpan-head plywood &a pan head ply'wdskirt panel Lam on 1/211 BCX X-01 X-0 I(2) 8 x 1/2" tamper deck screws flan Vltw each X Lam on double 3/41 CDX plywood core 0� X-01 61) !Nall X-01 0 Panel X-0 0 5upport Simpson "ML24Z" *Tamper reafstant - #6 x 3/4" Simpson "HGA-10" "Zmac" coated 410 stalnless stool w/ pin- "Zmac" ocated 2" x 4" angle pan head, self drtlling angle cannector nominal 2x6 1 1110 " metal Studs i 2x4 cleat w/ (4) 2x6 wall blockfng 2x6 wall blocking ? ; 5cale,-2"=1'0" � 1 Entry door clearance <— --------------------------------------- ---- I `\ I \ � I I • I . I I I I \. I Fair Housing Act Guldchfie Notes P U6� . U Ip LU T i M S U)t z u S S- 0 ` S 0 p JL L IL U � 0 � 0 �_ 0� 1) Acccesfble building entrance on an accceefb[e route : S , o Please see 51te Accc66 ana[y6f6 by Culpepper - Terpcnfng, Inc. lnclfvfcival unit entrance detafle are Shown on this sheet. -� g E 2) Acceselble and usable public and common areas s" plash - i'lcaec Sec Site Acccse analyefs by Culpepper - Ter enfn Inc. Please see 5fte Access ana[yofs by Culpepper - Terpcm(me, Ific. Usable doors : �- - All bedroom & bath doors provide a minfmum clear opening of 32". - Opening force Is less than 5#. 4) Accceefble route, into & through the covcred ciweitime unit to - Fully acccssfb[c route at accceefble unit entrance. - Mfnimum width of accceefble route through unft is 30". - Must connect with clear floor spaces at all fixtures & applfamcce. Gold Bond "XF"D/w flan V(ew 5) Light switches , electrfca[ swftchce, thermostats, & other In Bath envfronmcntal controls in acccesfblc locations: - Elcotrfca[ switches & cm0ronmcntal contrute - maximum 48" above fImlah floor, 1'4" 11 Olt - Electrical outlets mfnfmum of 15" above ffnfeh floor. wall - 30" x 48" clear floor area perpfnclfcular to wall for a forward mirror reach to controls. 1�ramavablapanal I I f(barglaa� #10553"deck ; - 4"Lam - Not covcred are circuit breakers, applfancc controls & outlets 0 v -- screws to blockfng X-01 ; : splash dcelfcateci for specific appliances. o 6) Kcfnforccel walls for grab bars : �1 lU �athroam Elevatioh 1/2 1 0 „ iV - To allow later fnstaRatfon of grab bars around toilet, tub, shower U "- -,` ;-----,'----=�' I stall & shower scat. ,'--' ° 2 X-01 r� ° 7) Usable Kitchens & Bathrooms Wall mount lamfnate counter & d, rop-fn efnk / �'- I ; , E L %l, 1— o 5irtk shall be f'roElo #F'p194K vftreoue chfna $' drop �n 1 -Kitchens to be, on an accessible route. X 0 X-0 I sin X_0 - Minfmum clear floor space at each fixture or applfancc. N Trim - 6iacfer Bay Model #(~5121054C1' 4 E - Whec[chafr turnfng spaces arc not rco,ufrcei. o removable E o X-01 <, to wall a - 4" eenterset, AN51 A,117.1 corn lfant -01 +' o -Clear floors ace ma be obstructed b Laundr area doors. Lam. anal +' �' +� p y y y Anti -scald shower valve - Detta #K10 O-UN L p 1; ,; - r a - An accessible route to & frito the bathroom. (/�? rough valve body & Model #T13H903-20 tub ° N 0) lamhatecovered 5/&'CDX - Switches, outlets & controls In accessfbic locations. & Shower trfm w/ ceramfc valve insert N N CDXptywoodvan(ty ; _ plywood m - Kcfnforccd walls to allow future installation of grab bars at the w/drop fh sink d skirt panel iv toilet & tub. Alternate lavftory - American Standard °� 6 ° I removable panel - Maneuvering space within the Bathroom to allow entry, cloefng iv ilia base _ & o enfn Bath door & exftfnspace.7�= 12AVENNA semi-podlstal 5fnk #0268.�4A - Maneuverg(ng clear floor space tohalpproach &use the ftxturess. w/4" o/c faucet holes - cifrect install to � bA�e 1 �'wall blockfng (efele wall blockfng not rcol'd) -32" clear opening into the Bathroom. ANSi A117,1 camplfant when mounted End Vtcw .-'� ®sn dram & Front Vfcw w/top C�2'91/2" boveffnfshflaor Wall Hung Lay. Detailo 5cale-1"=1'0tt Fair Housing Act Amalyoio 5hcct 15-11 L-2/4 V nesa of Jamvg exterior sealant & foam backer rod �o�Fflit Nailing 3cc Detall E/A-4 for )verhang fire rating note whfte painted alum. drip & fascia 2x4 sub -fascia 3/4" FVC ".l-bead" along edge of eavc 591 x 16" GAR/MaeterFlow stum. screened vents at 4` b" ox. Stucco Soffit - 3/8" gals. steel "Hil2ib" soffit lath Shall be fastened to each truss tall w/ 11 gage x 1 1/2" (7/16" head) ealy. roofing malls C,D 4" o/c along each truss tall & 2x blocking 5tucco soffit installation per(FBC 2017-15ectlom 2507.2 & ASTM C-847, "Metal Lath", ASTM C-933 "We'i�c771'r7ath & ASTM C-C-91, "Masonry Cernent" „ 111111� 1111{111 -- III_11� �Ilflll Hmrd(Tr(m 0 bottom of gable sfdfng - 5/4" x 31/2" - prime & paint Y "Hardiet'lamk" mate on cover Sheet Faint Color Note; I stucco "slding" pattern, "below aftl"color 3' 6" "slat" color perimeter trim gale. off- —� / stucco covered hard ridge vent foam faux vent trim color oce tter color center Efi E cv�tiofl 011 add powdercoste4l alumirium faux shutters Fro�it Elcv,�itl'0�1 gable wa bast fla HardlTrim 0 cave - 5/4" x 51/2" fascia, 4/4" x 11/2" drip HaMITr(m 0 bottom of gable sfdfng - 5/4" x 31/2" - prime & paint "Hard lePlamk" note on cover Sheet -0010 1�ear E�evation Minimum of four colors of exterior paint shall be raqulred : H H U 1) Base color above windowsill trim line of 51 2) Contrasting color below window sill trim [file 3) Accent color for rafsed band around windows & sill trim [ine 4) 5huttcr & entry door color -G-1 typical rafsed stucco band to match front elevatfon window silt trim -out raised stucco overlay & column base oil Har4-plank slding over 30# felt & 5/5" CDX plywood sheathing �, typical soffit trfm-out Scale - 1/4ff ^ 1, olt 10, 15, 20' 251 ....................................................................................................... �3a�m pVL�r oa�u �iL4A L A 43 s di 4 �A3+,�[��7) � U 4y .3o'ijU S N i aa.o.,o° �s �oo�aL m uUoQs° xa ,03 � o THESE PLANS AND ALL PROPOS D WORK ARE SUBJECT TO ANY COP..RE'CTIONS REQUIRED BY FIELD INSPECTORS THAT NIAY BE NECESSARY IN ORDM TO C01,1PLY VA ITH ALL APPLICABLE CC'uE3. ------------ -160 mph Fiberglas ehfngtes e preffnfshed alum drip & fascia (Q painted stucco soffit stucco am CB5 ll non -Impact rated Low-o Insulated = 5H vinyl windows impact & 45 Mir. Ire rated --' petaled steel storm egress doors Ns �a raised stucco sill & band around windows tQ extend raised band `to roar elevation raised stucco overlay, columm capital & base Details added per request of 5LC Planning Departmemt ----------------- 160 mph Fiberglas shingles --- 0 preffnlshed alum drip &fascia painted BCX plywood soffit stucco am C155 Z non -impact rated Low-e Insulated HK vinyt wfndowe flbarglass shutters 0 roar wfndowe raised stucco band ly & window sills A/C compressors ------secured to come. stabs O o IL � U_ U � 3 V �5hect of 5 I 12 � �a See Dctafl E/A-4for overhang fire rating note White pa(ntad alum. drip & fascia 2x4 sub-fascfa 3/4" rVC "J-bead" along edge of Cave 3" x 16" 6AF/MasterFlow slum. screened vents at 4' 0" ox, &V neaa cc,farnvo exterfor scalan & foam backer rod 5affit Na111h0 5tucco 5offft - 3/8" ealy, etecl "Hf1Z117" soffit lath shall be fastened to each trues tall w/ 11 gage x 1 1/2" (7/16" head) ealy. rooffng malls Cm 4" o/c along each truee tall & 2x blockfmg 5tucco eoffit installation per F15C 2014- 5ect(on 2507.2 & A5TM C-847, "Metal Lath", A5TM C-933 "Welded Wire Lath & AOTM C-C-91, "Masonry Cement" ILI QI HardfTrfm 0 bottom of gable sfdfng - 5/4" x 31/2" - prime & paint per "Hardfarlank" note on cover 5heat Ono add powdercoated aluminum faux shutters gablo we base fla Faint Color Notes Minimum of four colors of exterior paint shall be rcauircd 1) Base color above window sill tr(m line 2) Contrasting color below window sill trim line 3) Accent color for raised band around w(ndowe & sill trim line 4) 5huttcr & entry door color 3' G " galy. off -- ridge vent stucco "sfdfntpl" pattern, "below efll"color "sill" color perimater trim stucco covered hard foam faux vent - trim color door/shutter color center Fro�t E cv�tiofl HardlTrlm 0 cave - 5/4" x 51/2" fascia, 4/4" x 1 1/2" drfp -- HardlTrfm 0 bottom of gable Siding - 5/4" x 31/2" - prime & paint "HardfoFlank" note on cover Sheet Kf,,ri,r E[fvqtio� " -vo---------------------- --------- t 12 Q6� 50ale - 1/4" = 1l Of 51 10, 15, 201 ......................................................................................................... i � 4S N }tljUO� oUtl-'6- =��3 T +3 -c 43 i N Os~ U 0 L ' - �tl(3t QL O i-� U L i1 L s i X 0 1—ts+1 tlVoUQ C-1 typical raised stucco band to match front elevat(on window sill trfm-out rased stucco overlay & column base ------------- 160 mph Fiberglas shingles pref(nished alum drip &fascia Q painted stucco soffit d stucco on C155 <(i non -Impact rated Low-e fnsulated = 5H vinyl windows impact & 45 mfn,f(rc rated � painted steal storm egress doors Mi fQ raised stucco sfll & band around windows to extend raised band o to rear elevatfon raised stucco overlay, column capital & base Details added per request I t of 6LC Plannfng Department 4-N� Ua Lu 4-N- 9) U v Z S.. <sL v �_ o i o L a v tl OC o rL iL V = U L tl E U ----------------- Hard(-plank sfdfng over 30# felt & 5!8" CDX plywood shaathing t60 F(bargias shingles }�q - typical soffit trim out prefin(shed alum drip &~f-ajkFfa Q i. painted 5CX plywood eoffft � 4- O IL stucco on G55 +� a ^ non -impact rated = 1'i Low-e fnsulated 'Q �` 0 HK vinyl windows Q v0 faux fiberglass shutters :3 0 0 rear windows U ---- ` raised stucco band & u window sills •U A/C compressors S --------- `�.—.��- sacured to cone. subs 50ale - 1/4" ^ 1i 0It 251 �5hcet _J G St. Lucie Count p tPal Re w --V4: l APPROVE INotco Flnish Notes: 1. D/W wall smooth flnlsh. 2. D/W ceilings random spray applied "knockdown" texture, paint "ceiling white'. 3. Bathroom ceramic the floors to be Group 1 color 6" x 6" self spacing, dyed grout. 4. Base tile to be mom. 4" x 4" "bright glaze", dyed grout. 5. Ceramfc the floors to be Group 1 color 12" x 12" coeficient of frfction > 0.65, dyed grout. 6. Interlor doors to be raised panel Masonite HC prehung w/''Colonial" prof (Is trim. interior Ventillation Per FBC 2017 (Edition 6) Mechanical Volume - Table 403.3.1.1, the fmterior spaces are required to have at least 0,35 air changes per hour or 15 cfm per person, whichever is the larger. The 5edona units have an fnterfor volume of 5,766 cubic feet /60 minutes / hour * 0.35 33.6 cfm of continuous outside air. Per Table 403.3, air volumsmuet also be calculated for 2 persons in the first bedroom, I person fm the second bedroom for a total of 45 of requfered, which governs, Bathroom vent fan shall be Panasonic "W eperGreen Select FY-0511VK51" bathroom vent fan set to supply 50 of comt1nuous,110 cfm whom the room is occupied (motion sensor module w(thfn fan enclosure). Optional FV-MSVK motfon & FV-05VKi condensation sensors shall be installed, FBC 2017- K303.1 - Exceptions - ... where artificial light is provided ...producing an average Q illumfnatlon of 6 footcandlee at 30" above the floor, The permanantly installed lighting wfthM the living area Is capable of producing 18foot- candles at 30" AFF, FJnloh 5chc�u[e AREA FLOOK BASE WALLS CEILING KEMAKKS Enrty Cer. Tile Wood D/W D/W Kitchen Cer. Tile Wood D/W D/W Living Area Gcr. Tile Wood D/W D/W Hall er, Tile Wood D D/W Bath Cer, Tile Cer Tile D/W D/W all walls & clg, shall be Bedrooms Cer. Tile Wood D/W D/W Gold Bond Type XP Closet/L/P Gcr. Tile Wood D/W D/W Floor Tile Coramfc tree shalt bo 12" x 12" x 5/10" Trafffcmaster "Laguna Bay Cream" Grade 1 stonework, Coeffcfent of Friction (s 0.00-0.79, DC0F 12ating = 0.42 - meets or exceeds ADA Gufdct(nes as skid resistant. Close "A" non-combustablc Bath Drywall - wall & oefUme board In Bathrooms shall be 1/2" GOLD 60ND Type "XP"' gypsum drywall w/ "Sporogard" mold/mildew fnhfbftor. G7 syo Pr ll Per ASTM E-a4, Gy sum WA1I-board has a Flame SWr�ead 12at(ne F81z < 15. O - Smoke Developed w 0) = Class "A". CompUance w/ FBC 2014 "Decorative Materials & Trim" - Section 806.1 Exception - Curtafne, hangings & other deoorstfve materials shall not exceed 50% of wall area in dwelling units protected by an approved automatfo ffro sprinkler system. W i M el o W 5 c h e 6i U I e FBC 160 mph - Exposure 15% inoulatM, non -Impact vinyl- TYPICAL 54fi1.(WxW) White Vinyl SC=0.67 gray demountablogaIY. 5K Eerces - masonry opening 64" x 50" White Vinyl SC=0.67 gray demountableesiv, 5K. Egreee - mAsonry opening 1-- 1 I I 1 I I I I I I I I 1 1 I I I i I 1 i i I I 1 I I I I I 1 I I I I I 1 1 1 1 I I I I I r I I I I I I 1 I I 1 1 I 1 I I I I 1 1 I I I 1 I I I I I I I 1 I I I I 1 I 1 I I I 1 I I I I I I I 1 I I I I 1 I I I 1 I I_ 15' 011 alit 15101, 61 0 11 51 0 11 41 O 11 41 O 11 60 " ...............................................................................................................................................................................................`.............. T L U O 11 151011 aI, .,� � E 1 0 11 50 1 11 1 11 4V US W 3 m 60 N3>s UUU"L FL>,is3 u -fl N OS �U Q .-.___-__-_._---_-_________________________I-_-____;---_--__-__-__--_--_-_---_________-_ r------------ .----------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ...................................................... 8" Is' oil ....................................... .......... ....... .............. ....... ............................. .................. ................................... ........... .......v.................................... ......... ............................................ 941 8 " 151011 8" 151011 all,15'01, , 510" 410" 4'01' 5101, 6'0"I I 6'0" 51011 41011 1 I I I I I -----------------J--^----------_ JJ --I L----------------------J-----------------------I Sul lci ie Floor 111 afl 50alc-1/411^11on poor 5chc6iulc Mark 5fze Thfcknese Door Matll, Frame lZemarks 3065 1 3/411 Ins HM HM See Note 1 below ** 2 Not Used 3 21068 1 3/8" MASOnfte HC wood raised panel pre -hung w/privacy lock** 4 2668 HC 13/S" Masonfte HC D/W raised panel r0 206a 1 Na" Masonfte HC wood raised panel pre -hung, no fnterfor trim 6 21068 1 3/811 Masonfte 5C wood Interior pull handle & privacy lock** 506a, Bf 1 1/4" Masonfte HC D/W rafsed panel - no trim, D/W opening $ 166a 1 3/811 Masonite HC wood raised panel pre -hung, no interior trim ** 9 3068 13/8" Masonfte HC wood rafsed panel prehuhe w/ privacy lock ** 0 506$ 5YP I 1 3/8" Masonite HC wood raised panel - no trim, D/W opening " All looksets, privacy & swinging closet doors shall hAve "lover handle" trim, both Bides. No -to 1 : Door #1 to bo 90 minute fire ra coei w/ permanent tag (ndlcat(n0 fire; rating, Irripaot ratod, rAfsod penol, insulatod Door #1 threshold shall be P'EMKO #2009 rK-A mill f(nfsh Aluminum w/ P•emkof'rene a(tr & wager seAl. ANSI A117.1 compliant, UL 10C ffro rartod. Door & Window No -too: 1. Windows shalt be rOT fnsulated vinyl, 160 mph - 3 second burst non -impact F15C rated. 2. F13C 160 mph - 3 second burst code compifent shutters shalt be fnstalled As shown for All windows. 4. Entry door to have Qufckset commorotAi grade lookeet & deadbolt. Door, frAmo & hardware shall be certffled to most the roqufremients of impact rated F5C 160 mph 3-second burst req., 45 minute fire rated w/ ADA Automatic closer. 5. Ail locksets shall have ADA con pant "lever handle" pulls. I Q Qu.Q 'O S a.L S L i-11 fl- XS_-C O 1 +3000 1 1 I i I I 1 1 t I I I I I 1 I 1 1 I 1 I I 1 I I I I I i i I I I I I 1 ct 20" 201, 'N ' Kange Kange 4-1 W � S_ ® l " Er1tr Y Erltr Y� o rib (block to stud) s 0 El O O p p rt�`'�] ie jL U 5cdroom 2 0 1 . El >El u l9 0) E g° 12'PJ" g11 8'411 $i, G Q �, s p m 1, ° o Covercd ; Entry n I . e I J� r• C.+ 1 1 d' I I I f3aofc Wfnd Load Factors Eire Protectfon (per ASCE 7-10) These K-2 Dwelling Units shall be pro - Wind Speed (3 second gust) - 160 mph tooted by an NFPA 13K firesprinklor tl� 5 fief D i d I t I d system per Section 903,3.1.2. Note u ng es end as mane ru ure ens coo that Section 903.3.1.2.1 requires .. entry canopies - open protection of exterior roofed ground I, E t6 Per FBC Table 1604.5 project Sulldlngs are Category II - Housing floor patios & entrances. p 6 Exposure "5" - Kisk Category 2 internal Pressure Coofficlent = 1.15 O 0 Components & Cladding not specifically on Cover sheet below to be +or - 75 pof. Live Loads - Apartment interior floor [lye load = 40 psf j 0 11. - Koof Live Load MWIllmum = 30 psf party Wall Calculated Fire Ratf me 7S 4-1 Per PartyItwatt const017 brles ucted from carbonate concrete masonry units (CMU) - nominal size V p rARe-Vi°�'V,SAND 7 5/8" x 7 5/a" x 15 5/5" - eolufvalent thickness of 3.62" per teeing of "standard a" U •;F.; c��I JIREID .CrTCA�V�'�IOp0SiC concrete block" by Maschneyer Concrete. }y /o1gY Bytv F/ � Cp�r7�.0�/ wLjk carbonaPer lte CMU has(a multiulfer of 3.OrdThepsieeciffed j/2on f(rsumexposed wallboa�d adds C L �ErNA_0SA[fV h1C7C Cns'� 1.51' equivalent thickness (5ectlon 722.3.2.1) for a total of 5..112", sufffofent for a two --� �A o�%Ak,� /© X CvU� hour fire rating per Table 722.2.1. Addit(anally,per Table 722.2.1.4(2) the 1/2" gypsum • }i "• drywall on the fire exposed side adds 15minutes more for a total calculated fire ratfng Cg N of 2 hours, 15 mfnutes. This masonry wall is continuous from the floor slab to poured concrete rake beam. 1/2" gypsum drywall wail ffn(sh shall continue into attic & be sealed to roof nailer w/3M CP 25WB Plus fire barrier sealant Moor Ffah Scale, 1/4"=1'Oil ShGet Unft Area Unit Area = 666 elf. , Covered Entry 3 x 119 = 357 s,f, Total Building Area - 6 units = 4,365 s.f. 0T GJ ........................ ............... .-........................................................ .....1--............ ........................... .............................. ........ -........... .......... ........ ......... ......... __.......... ............. ........................ ..................... ... ..... ......................................... UP W 12 � 4 Z4 J-bead - leave 3/8" sI, a for caulking Ffberglas shingles over 30# roofing felt /on 5/8" CDX plywood sheathing nailed per Schedule on Sheet ST-3 wood trusses 0 2' 0" c/o X-2 em, truss I�al oft Top of B-2 r - -1 3" galy. drip edge 1 1 PTR ix2 drip Hardlplank siding over 30# rooffng paintod i/2" 5CX plywood ix6 fascia felt & 1/2" CDX plywood sheathing - soffit - nail per Sheathing I I A- sten w/ 8d ring -shank nails ® schedule on Sheet 5T 2x4 sub Pestle 4" o.c. along edges and truss members hard -coat foam column capital applied over filled CB5 column 1 I i I I I (truss span) C-1 C-1-- beyond I I I 1 1 I Elevation Section I i I I i/2" drop from finish floor, to 1/8" per foot sldewalk 0 door slope to walk I 1 Forth 5ectioh or 0 It Finish Floor C155 wall 5-3 C -1 belov � j 8" x 8" column block /g-3 _ "' C' -1 filled w/ 30p00 psf cone. (1) #5 vert. & #5 dowel to footing below 160 mph Ffberglas shingles 2x4 "rat runners" �-- at at 1/5 points w/ (2) 16d ealy. at each truss (nsulatfon baffels - -�• 1. ` 0 each truss a, >!. X Y, r , 1 V-------------- 1 V 1/2" D/W over K-4.1 FiFofl Kitchen raclent barrlcr & PT 1x2 I — furring 01' 4" olc LLLL��� I ;_--Entry beyond K I wood bast --------------- '-----_-------__-- - i CF1 --------- 30# rooffng felt flashing 0 each vertical H'Plamk joint lap over min. V over plank below 5/8" CDX plywood A_ Hard(criank lap s(dfng ' 30# roofing felt sheathing TRA Mage aluminum/ :. Har ii'lank \\ I neoprene "Flex-Flash"� r';.;• Sidung 30# roofing felt .318" x 11/4" starter Strip paimed, .032" alum cap flashing all along \ 1/2" gap - do not caulk behind_ 5/411 x 31/2" Har4cTrim -- painted, .032" alum--- drip-edge all along gable -end truss w/ built-up 2x4 30# framing behind roofing felt Starter strip - 0.312" x 11/4" strip cut from 0.312 "x 5.8" "EverTrue" — PVC trim board, smooth Stucco over galy Hi (Z etcel lath PVC J-bead along edge Drip Exec Detail NT5 rE Starter strip - 0.312" x 11/4" strip out from 0.312 "x 5.8" "EverTrue" PVC trfm a_3 board, apply fn 24" sections Ieavfng 1/2" drafnagc space between each section, Fasten 12" o/c wl #6 55 ring shank nafuls 08" o/c WHOM= Metals Inc, - 26 gage painted galy. off-rfdga vant mfn. 4'0" LF - fasten w/ ealy. Sd r(ng-shank malls 0 4" o/c & #12 gasketed "roof screws" 06" o/c along lower edge 12 '\✓'—`' y 1� K K-30 Ffberglasclg.ins pre-engineered wood trusses at 2' o" 0.0. 12 ~�`•�, X r y X y 2x4 "rat -runs" w/ (2)16d to each truss Living Brea 21' 5 " t3u],[ iIme 5ectioh Scala 1/2" = V 0" 15aefc Load Factor6 Es FIB ...................................................................................................................... HardlePlank shall be fastened w/ 6d - a Type 316 stateless steel ring -shank 5 t o u n halls 0 Fo/c. Starter strip - 0.312" x 11/4" strip 4' o� R cut from 0.312 "x 5.8" "EverTrue" ° aN o PVC trim 00 4-) ° L EL ia3 s>) �psyv'Q�— 0 �p O S lr' U ('�f L L u � L 43 L°•�°L ms `/"%::`::•. ,032" gaga white painted -a U o A L I aluminum cap flashing uuvos U.r 5/4" x 31/2" HarelfcTrim h u o U Q .032" gage white painted ---" Alumfnum base flashing - ccntinuous .050" x 4" alum. cleat strip w/ #12 x 11/2 d.* stalnless pan head screws at 6"^o.c, all alone by roof CDX plywood roof sheathing Wad( Flaohlh asphalt shingles \ NOTE: 30# rooffng felt underlayment con- tractor to install com- plete waterproof layer pp-{- under sfd"" & rooffng �V VaI I NT5 HardfeTrfm shall be fnstalled w/ 8d Type 316 stalnless steel ring -shank nails 4D 6" o/c staggered pattern, HardfcMank lap siding fastened w/ 6d, Type 316 stalnless steel rfng- shank nails - face hall 0 Folc. Metal Flashing - 0.032" white painted aluminum sheet, formed as required Flexible flashing - TIZA $now & 5un 1111 wide corrugated aluminum/butyl self - adhered flashing - TiZA sun & 5now (877) 290-6669 - trasnowandsun.com 1657 5outh W 5treet, American Forks, Utah 54003 dfagone( 2x4 braces W N 1/3 points of gable e' 2 0' typ off half -valley trusses \ tv 2' 0" o/c 1 3"white alum. drip edge {� -X-2/ iii� 9 andh X Y, x Y.-X-X-X l X Y, X X-X Y. X 1 I lnsutation � cefting density 5/6" D/W baffele 0 .......................... each truss I I I I ` filled 8" course of "beam block' Hall e d r o o m w/ (1) #5 cons. & Precast untel / See "Lintel Soh" om Sheet ST-1 1 I 1/2" D/W on each side of 1 5/6" x 3 5/6" 25 gage aluminized steel r studs at 1' 4" o.c. relocate door& ' " -------I I I 1 I else, ph'[. _ paint grade molded • I 1 "Colonial" base 12, 1011/16/, i4 AZEK drip S Z pre -finished white alum. fascia trim v� x4 sub -fascia & save block Hardfe5offft 1 L w o painted I ,1_ , painted Hardfef'tank sldfng over 30# rooffng `� o felt - instatt w/ 6d stafmiess steel ring -shank 43 n �° halls per HVHZ requframents N�� 93- Fiberglass shingles over self- (� o >L adhered underlaymant �X-1 * as. truss 81 Olt 1L c � n � < I IS ° % plate ht. L £ 1 X -� I- a Typical fascia &impact soffit N \rated Stucco soffit aft around W/ 8" X 16" GAF/M FI l altar ow a um. screened vents at 4' 0" O.C. 12 hour fire rated cave - Gyp. Ase'n. File #WP4136 (2) layers 5/8" FCDw each side of 2x4 wood studs W 2' 0" o/c - seal aft around to soffit, C55 wall & roof deck, extend to sub -fascia (typical 0 each porch roof) Ot Ott Finish Floor /gt t 1 C Ventilation C a l C' s . Ft5C 2017 Section 1203.2 - Exception 1 V L (6 L� L O U D d Attic Area (Unit Interior & porch ) = 741 s.f. Ventilation area req'd =1/300 ( w/ vapor retarder) = 2.47 s.f. or 356 sq. Inches, Off -ridge vent to be 50% or 177 sq. inches, min. Sheet Specified off -ridge vent - MMI 4' = 99 Sq. inches open area, (2) req'd. per Apt. Unit Required cave vents also must =177 sq. inches open area per Unit �o 5pecifled vent Is GAF "Mastel-Flow11 8" x 16" white alum. # EAC1Gx8W - each vent = 56 sq. inches open area means min. (4) vents required per 16' wide Unit. of 5 l SA ACE"UEyE 4ALL Pr30P0s cr RL'0U1�jLD TO ANOY 4 !tic ,�r.1YgE �BYPIZLOIN�p43ECECro,T;GJJSP C�r.SPL'Y ly17H ALL APply PLI j 4 ��A' I f3 CcLIES, ............... -.......................... .--- .......... ........ ,..................... ........... -................................... ........... ................................. ........................... ........................ ....... ...................... ......................... ........ ...................................... ......................................... ............................... ......................... ................. 36"OH 24"OH I _ 1Zanee Hood ----------'- ---------41 - I------------------^ 1 1 1 1 4" lam. splash 20" ane e , I------------------� I ------------------ 1 I � 1 1 I I I I I I 1 , I I I I I , I I 1 1 I I I I I 1 I 1 1 1 � 3611 DB Kitchch 5calc 3/8" -1' 0" stucco on CB5 wall pre-engfnecred wood trusses 9D 2'o/c diagonal 2x4 bracing 6D 1/3 points \ \� 1\\' N\ 's c • ..• s o -- 0 '- X -5 U o -o -6 0 0 5-2 O �x m L JP s U 0 0 m wv- It raised stucco " column base 1/2" closed cell " foam cxp. joint n n u ll \ II II II 11 . •r 1/2" closed celi • "':6 for, x oint mep•J _.- F2 1/2" COX cab• blocking as required 2 hour fire rated roof divider Gyp- Ase'rn. File #WP4136 (2) layers 5/6" FCDW each side of 2x4 wood studs a 2' O" o/c - seal all around to soffit, C155 wall & roof deck, extend to sub-faecla (typical 0 each porch roof) 5a r 30" iZf'g. 18" D15 2411 5fnk base 18" D3 50ale Wall 1' 0" Fire retardant treated 5/6" CDX plywood sheathing within 4' 0" Of FACE of C155 Party Wall (Per FBC 704.4.2.2) Architectural grade Fiberglas ahinglce on 30# rooffng felt & PT 2x6'9 each aide, of rake bm• 5/6" CDX plywood hafted per 3/16" x 41/4" TAPCON fasteners Koof Schedule , 0 2' O" o.c• staggered pattern ,_ H I >3-.A naces5a e zi 11 011I PVC J-bead w/ 11 exterior sealant to stucco soffit _ K-30 blown -In - Y II r, ; , Fiber las ins. ./` r` r\ ; • ; II �\�\D �\\�\�\D`�\�'•\ iiii il .004" poly vapor barrier between PT 1x4 fire block fill cciling drywall & wood trusses I; t, typlcalall around I'll a I o It pre-engineered wood A/, /� I'll trusser, at 2' 0" o•c• & L-2 top of beam as shown ' 1/211 cciling density / �= D/W 1/2" D/W over K-4.1 FiFoll L V t barrier PT tx2 "� li furrinfarm g a P 4" o// c hardcoat foam prefab column capitals 1211 x 12" column block filled w/ 30p00 psi conc. (4) #4 Vert. & #4 dowels to footing below max. 1/2" drop from FFE to conc• walk 4" - 3000 Fibermeeh reinforced conc• slab on .006" Polyethylene vapor barricrtreatod, compacted clean sand fill PVC wee p p screed 2 below FFE F1 F1 O --------------.J/ LiVifl0 PT 1x4 fire - block B-1 nominal 6" x 5" x 16" conc. block wall in provide 3/4" cdx plywood / half-ruhning bond w/ blocking for cab's & cq. 9 gage ealy. "Dur-o- Wall" ladder ties a2 hour fire rated CB5 wall - each third course continuous from let floor slab to rake beam above - NO PENETKATIONS ALLOWED (t Ical A h t II wood base : ii:• -t- L -r medicIr cabfnet removal; panel open to ceramic the base Sat h 50alc Waif =1' 0" 4' 0" to edge of of -ridge vent Bake beam - min 7 5/6" x 12" h - 3000 psi cone. w/ (4) #4 cont., extend filled cells from walls below into rake beam w/ #5 'ILI' at the top of each filled cell to rake beam >Y;.x;: �,extcnd 1/2" /W Into attic, seal ° `I to 2x nailer w/ 3M "CP-25WB Plus fire barrier sealant Q,I oft top of beam \1/2" ceiling density D/W �1/2" D/W over PT 1x2 furring strips 0 2' 0" o.c• each side of CB5 wall w/ mylar covered "F!-Foll" insulation 1/2" D/W each side of 15/6" x 3 5/6" - 25 gage alumfnized steel studs at 2' 0" o.c• 5ce, 5hect A 2 fora FBC tZatf ng provide 1/2" cd b plywood 11 oc ng or ca s cq• n typical partition - 4 3000 Fibcrmcah reinforced 1; 1/2" O/W each side conc• slab on .006" Polyethylene of 15/6" x 3 5/6" ' vapor barrfcrtreated, compacted i 25 gage steel studs clean sand fill I° at 111 II 1 wood base f - IJ . O ` `---------------/ 41 L°o= p U 0S 6 6 F to It, L,U US <67 LL -41L u rSir:e U U IsS L U EL iioS�T A U43 S �>,3+3u N L f lb ra. a L _m L 3°u°U, +'u°, % 11 � 10 ° t) 43 "ISs: q3 Z L °fa 4A nuL >) Q S L IDID 11) xS 41 %i100 U 7Q ' See Sheet PW-1 For Fixture dimensions 130 mph Fibcrgiao shingles pre-englneercd wood trusses at 2' 0" o.c• & as shown 12 21 0 ,1 typical overhang X-1 2 hour fire rated cave - Gyp. Ase'n. File #WP4136 V a Q (2) layers 5/6" FCDW each N 0 o side of 2x4 wood studs 0 +3 � 2 0 o/c - seal all around to S A Z $offft, C155 wall & roof deck, extend to sub -fascia (typical 0 iU each porch roof) 43 i IL 1 u V— 0 rL U ui �n � E plate ht. ALL LL t? u a \ ail Q E -, white painted alum. m ' \ drip & fascia N t 1 i 02 ° Stucco soffit all around w/ �'� ^w 6" x 16" GAF/MaetcrFiow N n I E 1 , alum. screened vents at 4' 0" o.c. ' PVC "J-bead" w/ caulking along head impact rated removable storm panels per FBC 160 mph wfndzonc pressures shown [� on Elevations 1 43�^0 i I ' Q 1 , precast GastCrete 3/16" x 2 1/4" TAPCON ' concrete"HfDrP` alll IL ' fasteners 0 2' 0" olcIN «bia>g'a 1 j V.A 3/4" marble window oh! �_; change sliding door = L 4" to horz• rolling D 3000 Fibcrmesh reinforced egress window conc. slab on .006 Polyethylene U 1 Hf o� vapor barrlertreated, compacted PVC weep � QQ V `,.II pf��NS clean sand fill wood screed _ t� •U `4'S,F9U JC; ANpAtL pHOp base 2 below FFE j J f EGUlfiED BYTf�OANYCOFHOC 4 w'0, (Y p) 01 Olt xaJ , ,w f°� 1 B fdCCE'S ffr3p�CTORS fd,5 _ f9 H V. Yf @r { •N h f T 0 t�j , _ _ f�c 4 R I 1, _ _ a !� y A n _ 0 .___ __ __ � ah Floor 1�r N p • r• r• : pry /f - � - L•l 1 L \ li a ® PJ L rade awa7slope0 P .from buildines Ifiteriar Ilt" Me 1Z-30 blown-fn Fiberglas ins• PT 1x4 fire -block L-3 filled 6" course of "beam block' w/ (1) #5 cost. & Precast Lintel - 5ee "Lintel 5ch" on Sheet 5T-1 vinyl frame, insulated sliding glass door Bedroom `\--------------- 1� e a r V1I < < wall constructlon has a minimum one hour rating. 20 gage studs at 2' 0-0. 1 � 50alc 3/4" = 1' 0" ............. ............. .... ...... .... ..... ........... ....................... ............. .... ..... .... ....... .......... - .... ... .......... --......... 4" from corners, .., . .......... ........ ........ ...... ...... 5UOIC he" removable corrugated 1/4 X 4 1/21, alum, eform panels ,.-i TAFCON conc. at 12" O.C. all around ?,cocue opening Comp[lamcc - F13C 2017- 55 1030.2 Wrlimurn 20" w x 24" h - 44" olli ht., 5,0 5F min. area Oracle floor Nominal 50" wide x 54" high Otcar opcmftio - 20.688" w x 49,06" h = 7.05 5F 5111 hcloht - ao" - 50" = 3011 0 4" from corners V1ri\11 5L - Non -impact if buele head removable corrugated 1X, X 4 1/2" OIUM.'StOrM Panels TAFCON cohc at 12" ox. all around Keoclue opening Compliatioc - F13C 2017- 55 1030.2 Minimum 20" w x 24" h - 44" offl ht., 5.0 5F mill. arcs grade floor Nominal 50" McIc x 54" high Clcar opcnIhg - 2a.6aa" w x 49.06." h =977 5F 5Rt height - aO" - 5011 = 3011 Vinyl 5L - Non -impact ro" from corner j r\ G" from corner 3/1311 x 41/2" TAFCON conc. screws dfrcct to CL35 head/ offl/' mbe -for spacing roeXr1oduct Acceptance Storm Entry - Impact katcd rl 0 ........... -.11,11. .... ............................. - ......... reinforce CMU each Side of opening stucco sealant oaulkfrie - trim 1/4 x 41/2" TArCON COMIC. ocrewo . ....... o/c all around 1/21, P/W Poor let -fin N2 stop a/4 door jamb Colonial trim FT 2x ccloc blocking J'Si M 45 mfii. Ffrc?,atcd Exterior Doors 3/4" K-5 double Mylar covercel foo-foam board Insulation 1/2" PIW on FT 1x2'a at 1' 4" o.c. - furrfma shot thru Ins. to ,_J24 Colonial trim rT 2X CdOc blocking 814 door jamb let-frl 1X2 stop_ reinforce OVU each . . . . . . . . . . . sfalc of operiffle 4 .0 1 ot UO c o stucco drip sealant 5/4 trim caulking 1/411 x 4 1/2" TAP ON conc. ocrcwo CD 10" o/c all around HA= 45 mfm. Fire Kate 11__LE Exterior Doors ........... I .......... ....... ........ ...... ...... ....... ...... .......... ...... ...... 11oht texture 3/* ",Thormax" double stucco on C55 foil faced foam board Ira. tape & caulk X 16, mom. C55 header - w/(2)#7 1/2" P/W on I`Tlicz furring it 1 Aox. Fmatchers per FDC 130 mph Wimazome acceptamoc aturoo drip top of opening at even cou relhe PVC corner & "J" bead 60MISht caulk Ocala Mt caulk\1x3 u. FT buck w/ 31105" x ,,F"TAFCON" fmatatiers at 12" o.c. HfS� C155, vinyl frame, insulated glazing NO] col bet whi ma alu illm. #5 vert. in filled 'ClI each side of )pcmInO or as shown )n Plan cut buck from rT 5/4 KG decking, fasten w/ (4)Hfltf 3/8`x41/2" HILTI "Qufc6olts" each side w/ 31/2" embedment stucco on C55 hold stucco back 1/2" from alurn, clean after stucco Installation TIZEMCP "Moro" caulkfme CE55, vinyl frArric, insulated glazing 3/4" Marble 5(ti I 1/4 It grey glass w/tramsmIttamac less than 44% 2" x 2!'x 311ro" x 3" lone Type 3165 55 angle w/ (2) 1/411 x 3" "Tapcom" faetcm- ers to sill & (2) #10 screws to window frame FT 2x at mom, 5" X 9 1/2" cast cohc, sill w/ 3/4" cast .. recess & (1) #4 cont,........... 1/2 di/w Exterior Stucco on C55 ........... ............ ................. ............ ............................ ............................ 4.1 ... ...... r ,2 x E s- ea L u q 0 Jt C 41 P 0 41 1/21, P/W r L r 43 'F E :3 >) ID L O.A metal studs (m wall. 4.1 %-E >)43(t X IV- �2 L < 2x4 bIockfne >) ' 4' L L all around q) 41 L 0 %) q) OL a r P(D 43 'A r X L Q tb U 43 0 qa L 4' IL ta paint grade molded L 4D X L Colonial trim L 0 X L�UoID L 0 43 IL L >, r — 0 sh(ni 0 %) U _C X < 5/4" door f ramc door frame w/ let-fM stop < X door E U_ C_ A-5 Interior - prchume Exterior Palicl 5 X APA complfent alum. thresholdMCW colic, sidewalks l____ N. .. .. . . . . . . . . . . . . . . . . . . 4--1 14 E z interior E f Infoh floor < It lCVC1 41 M %1L < r 01 i Entry Door Thrcohold NT5 A-5)1'lFivr\o #2009 7K clear anodized Tcmkote" finish -S) F'EMr\O #2001_PK Alternate both are APA compliant thresholds a" min. all around PT 1x buck - WlhOOW to be thru-fastened (Mto filled block Celtf ........... .......... 11.1.. ......... ...1 .......... I liquid appifool f 10SHIMO - jambs head &offl 3/4" step 7 ........................ ...... poured Typfcal Window E[cvatfom conc.'efil isometric (doors similar) Polywall "blue 15arrfer Liquid Flashing 2100" shall be applied per the "15luc f5arl-fer Application Gufale" to real wfmdow & door bucks and shall extend a minimum of a" beyond opetifnee on exterior face. of C155 masonry wal Ful' / PP ie F aohimo S_ EllT 17s) r S-) U D Cal X CO (_ 5hCCt , APA automatic closer, max. Opcirilme force 7.5,7F A-5 prod ucts avalftaL?tc from Coastal C55, VIMY1 frame, itiou[otcid glazing Construction rrociucte - 5051 L 13 McC[cogd lZoati, Orlando, FL. 32aal (4-07) a49-1717 of 5 .......... .............. ................. .......... .......................... ........ ...... ....... ............ ....................... .............. ................................. ................... ....................... ..... ........ ........... ......... JECTTut ANVCop D(hC'j ICN SA CES PECTL)"S 711.4 *�f"-JPLY WITH AL.L NY 11V 0 F, APpLjC CDEG 8" 10,01, l_ 1 ❑ ❑1170 �.,- - - - ------- - - - - -- i--------___...___- _••I I dr er (' washer y o box box , 1 , I I , 1 ------------------- -------------- -- -J �✓ seal around all rf o , condensate OO & aux.drain lirlcei Ut]"I ty GIoOct ! lam Scale 1" I� I wood trusses rip solid spacer 0 wall to ceiling dD 2' 0" olc intersectforl 1 I II ---------I I � 1 (2) 2x4 "rat runners" 1 wl (2) led galy. at each truss \ .� ' 1 ' 1....1.. - - 1 i I 1., ................... . IN IN rip solid spacer 0 wall to cefling Intersection 20 gaga 1 5/6" x 3 5/6" aluminized steel track 1 1 ) I ) ,•.`/ _.".. „ seal ductwork to D/W _�" cefling all around 1 I I I A these return walls only 20 gage 1 5/8" x 3 5/8" shall be 20 gage 1 5/8" x aluminized steel track U this return walls only ' ' 3 5/81' alumfnized shall be 20 gage 15/8" x I steel studs 0 8" o/c 55/8" alumfnized �� these return walls only steel studs a 8" o/c I ' �" T6" x 24" iZA grille shall be 20 gage 1 5/8" x 3 5/6" alumfnfzed 1/2" D/W both sides ' 9" x 18" l2 6 coated duct steel studs aa',o/c I I board supply plenum thru - seal all around 6 gage (.1644") 4" dia. gale. telling metal dryer vent w/ un ' minimum 4" clearance screened thru roof all around termination w/ back draft damperFer 1`6CIZ- 1 1502,4.5 affix label A H t J AHU access panel stating equivalent length =10' r-- -- - - - pull-out 1" pleated ' I I " " ; filter "Water bard" -I automatic shut- -_' off control panel i i �` �- J � 5/8" all sides rimed COX p plywood shelf w/ solid mounted in primary I ' ' I ' 2x4 blocking all around condendate &aux. I I drain line ' (2) #12 x 3" 55 screws I " to each stud .^ --------------------- --------------------, I �---- I 1 1 I 1 1 I , I I � 3/4" aux, cond. ' ------ --------- - - - - -- - --------------- - - ---� I I " overflow to WH I I I 1 I I 1 I I I I ' l pan II 1 '--------------ice I - ___ temp/pressure relief valve & 3/4" relief tube 38 gallon "low -boy" WH recebsed dryer box i I (I 3/4„ f VC cond. line in D/W, partitjon -�. 1 to exterior dry well I I I I 1 I I I I 3/4" CPVC WH pan drafn a S h e r pryer --� 21, ILL wood base II .......... ........................... .................................... ............ ......................................... ................. ..................... ......... .......... .............. ........................ ...,............. ........................................................................................ 1 1' 0 "1 41211 Ia., `�A" I C compressor X— typical of 4 4" concrete slab w/ 66 x 1010 wwm on com- pacted clean sand A/C Comare55or Commcotioh X— O 5fmpeon 5trong-Tfe ".A24" gafv. angle connector w/ - (1)1/4" x 2" TAPCON "Maxf5et" fastener to concrete slab - (1) 3/8" x 1" gafv. machine bolt & washer thru A/C unit cabinet ESTIMATED WIND LOAD - ASGE 7-10 - 175 MPH Per F5Ci, M1307 A/C compressor shall be fastened to a 4" cone. slab, A/C Unit estimated size = 41 0" w x 4' 0" h Exposed area =16 5F Total horz• Wind Load 0 75 pef =1,200 # Each connector wlnd load = 300# Each connector allowable load - shear =1,340 # - uplift=1,370# Factor of Safety = 4.3 * limited by Topcon allowable w/ 1 1/2" embed MU Condensate overflow Shutoff - Water Gard #4104,355 unit available from Johnstone Supply, 702 Farmero Market i oad Et. Fierce (772) 465-4707 UV Stable Lineoet Insulation Cover Airex "EElexGuard" 750 Serieo line5et insulation cover w/ 90 5ere5 30 degree elbow(o) Shall be installed around all lineoeto exposed tothe exterior. NOTE that adhesive tape io notCode compliant. Faoten C joints w/ UV Stable cable ties Keceo5ed Washer H/C Outlet & Drain 5oxe6 Install OATEY Series 38656 recessed poly- styrene washer box w/ integral 2" drain outlet, top mount 1/4 turn brass valves, dual water hammer arrcotor5. Keceooed Steel Dryer Sox ln6tall Model D5-350 dryerbox by 1n-0-Vate Technologieo per Section 504.3 of the 2314 FL Mechanical Code in location ao required for proposed otack washer/dryer. Thio box qualifieo ao a cleanout for the dryer vent. 5napLok thru-roof dryer vent 8 gage (.1644") 4" dia, gafv. metal dryer vent wl un5creened thru roof termination w/ back - draft damperFcr F5CK-1502<4.5 affix label stating equivalent length =15' .-------------------------------------------------------- -------- ---o-----------------d-------onc. -a----- A uxi < < i � ry F r ®� �l ct 5 UtiCity Closet 5ectioi 5cafe 1" = 1` Q" Watcr Hcatcr - 38 galloti "low -boy" L s oos��E t 10 ai3Qu� 23 V E Q s� ia �o,EsooN i >�3+S � a in t! O i {S\ s1 V L uuuos Fs-R+siioUQ 9 U U v Z S- i � r m a r IL a �=�n �� S�Q�u o von O , _ 4- IUUI IL w \ J Q tf" U Z`""3L.A915 1, 0 �'?'r 5"U�JL: 0AY AND ALL Pj?op l`0wo EQUI CT T U �cD NY LO 'S{�© , - L1'lY1TttjCCL�y OrT4"ST1p4i X Q N ALL AP a Sheet DD= n efftctcncy > 0.97 e J ...........................................................,........................•..........•.................,...................,..............................................................................................................,.,......................................................................................................................: .......... .................... ........................ ................................. ................................. ._................... ...................................................................................... ....... .-............ ................. .......................................................... .......................... ---- el i m i n a to ---- concrete patio I r- heat pumps i �^------\ \------------- I ff , \ 1 _r_______r r___ Y--r____-_- --------` F-1 I 1 I 4" PVC A/C chase w/ max. (2) 45 degree bends 3/$ PVC WH overflow [fne , I / I l 1 \\ I 1 - ; - typfcal A/C & WH location I , I , 4" - 3000 psf cone. slab over 0.010 poly vapor barrler w/66x1010 wwm on treated, I I I I compacted clean sand fill I I i I 1 1 I F-1 I I I , 1 I ' I I 1/2" drop to extcHor slab I , I I I I I I I I I 1 I I I I I oloSed cell I ' r �1 ; foam exp,Jt. I /� , I t__-__-__ _-_ JI F-2 L._____r I slope 1" C_1----------------------- C -1 Typical foundation flan Structural Notes ROOF 5HEATHING 5hcathing within 4' of firewalls chat[ be 5/S" Fire rated CDX plywood nailed per 5chcdule on Drawings. Remain(ng heathing chat[ be 5/a" CDX plywood nailed per Schedule on Drawings. Wood in direct contact wlith concrete shot[ be CCA pressure treated, rctentlon of 0.40# per c.f. . PRE-ENGINEERED WOOD T12U55E5 Pre-engineered wood trusses shall be desfgned and certiffed by a Florida licensed structural engineer r F13C 2017 reaulrements for 160 mph 3-second gust wind -zone, Rlek Category 2 Onstallatfon shalt be per Manufacturer's requfromcnts and signed and impression scaicd wood truss shop drawings. Lifting, placement, temporary and final bracing and internal connections chat[ per shop drawings. foundation & Column 5chcdule f-1 2' 011 w x 2' 0" thick x L monolithic w/ (3) #5 cont. f-2 2' 0" x 3' 4" x 1' a" thick w/ #4'e @ 6"o/c, both ways, bottom f-3 1' O" x 1' 0" x L w/ (1) #5 cost. C-1 3000 psi grout filled niminal 6" x 8" column block w/ (1) #5 vert, & 48 dia, Bowl to ft'g M ................ .......... ........... ............ .................... I ...................... .... L N Loo= u..�rtmm £ i U V w u 2 hour ffre rating 0 Unft party wall s° to top of half -valley trusses - ° $ Z-0 u (2) layers 5/6" FCDW each efde +�' 43 03 ° 0 43 ja of trues king -poet w/ blockfne q— top &bottom -typfcal front E L 3 & rear overlay trusses - i < UL Design U 301 t t 0 T43 � (, tI-------------- - - -- --- ---- ----- - -- ---- ---r ---- r - --.- - '-r--ti---- ------------------- - }'of V N L i O.2 Qy L U L •. , \\ '•.i' ,' 1 1 1 1 1 1 +J 1 ..N,'•. '':': 1,. 1, 1 1 1 ' to �S S ���L Ol I::' •:•'':. ': ''�... i � a VS-a43u�OUQ \` I ,.,.I , t 1 i 1 i 1 1 t '',b, � '1.:� � �''�'' •�'''. � ����•�'�''I �' t 1 1 1 ' X. --'----- L---- L----1-ih-�--- ?`- ��^�r -- ---------;---------1-_ / I > h pp .,+; .I �.'l e 1 1 1 1 I 1 V 1 �e•�'�. ,_� _ �r i I I 1 ' :,.?:,;'.,;;.,.`,',.':;,;:;�.''•., ;';.,,;..j..;..,,'.I 1 1 1 1 1 I t u11(;.,1;:•`'':-F-',^:a''r'•''I''') I 1 I 1 ; t i u o 15' 0 " I t t. , I . I El L------ -r __�_:._.____:. r'___'____: _--J------- ---t Soffit x Gl --------J___'_':_•___:_'' soffi I -ate ' :_._ __.__ _ ----- -- - unless Otherwise noted, l �r3 * 12 8 ` X-4 —1 L3-3 all truss t0 Wall Conl1eCtorr column Typical Koof framing beam to shall be Type X-1 column Structural 111all Scale- 114" = 1' olt 13eaim Schedule Symbol Mark Type size fnforcement itemarks 5-1 CBS 6" x 16'. 5dla. cent, w/ 45 dla. corner bars horizontal beam -typfcal 0 all C05 walla - 3000 of grout 6 2 poured echo roil x 12" (min.)5dla. qO-' w/ corner ties Into perlmoter beam rake beam 0 Interlor firewalls & gable ondwails 5-3 #2 5tr SYF (2) 2x12 Porch beanie - wrap w/ 30# felt & paper -backed wire lath L. t m t e l. 5 c h e d u f C N1 Ifntate shalt be "Cast -Crete" - 3500 pal, Oreale 6o rafnforolme Mark Dcefgnation Location L H Added Robar Rated # Actual # Remarks L-1 6F16-15/1T receesed 40" door R.O. 4' 6" T 4" (1) #5 Lot (1) #5 top* 1675 660 " r n 5-1 steel thru headers L-2 6F116-15/1T 4' O" wfndows 4' 6" T 4" (1) #5 bat (1) #5 top* 1663 660 L-3 6F16-15/1T 511d1ng doors - K,O. = 5' 4' 6' 6" 1' 4" (1) #5 Lot (1) #5 top* 1663 660 C o m m ect o r 5c h ed ul e NOTE: All connectors are products of: SImpson Strong-Tfe Manufmoturfng Co. DO NOT 5UDSTITUTE CONNECT012 TYfE5 Olt MANUFACTURER index Allowable Loads Actual Loads Fasteners Remarks e uplift F-1 F-2 Uplift F-1 F-2 5eam Truss 6 w/T562 1500 335 635 750 250 115 cast Into boam (12) 10d x 1 1/2" verify loostlons (double) 635 325 (7) rod (5) U x 11/2" Internal gable braco 10 1610 1170 1050 1200 350 225 (8) 8d x 11/2" (6) bd x 11/2" one H-10 each side of double plate 3600 2050 (1) 5W x 8" anchor bol (1&)1041 x 11/2 1.6& 1545* 600 * I gravity (2)10,1 * bsarin 3, not uplfft 60/8.80 2720* (2) AT3/4" x 8" (16) lod se bolt w/ Simpson ET-22 "Epo;-Tld' "* 1530* 230 750 1 1 1 (7) 16a1 (7) 1641 drop,` cut thru roof sheathing -------------------- - - - - -- --------------------------' I a 1 � R d®a {Lj o I 0,0'. Z ---- -- — ----- ---- - - + T 1 I ]I —10d ring -shank halls at a' ox. fn field, roil 0.0, a edges of plywood sheets —10d ring -shank halls at G" o,c. in field, 4" O.C. 0 odors of plywood sheets —10ci rfng-shank nails at 4" o.C. Porch Cefling -1/2" BCX fastened w/ stainless steel 8d ring-shanknall5 0 6" o/c 2 framfng Gale sheathing shall be fastened w/6d rfng-shank naf8s, 4" o/c along all framfng members & panel perimeter p I�.o0f Nal ll me Fd'i tern NT5 Code Compliance Florida Building Code 2017, Edition 6 V ult =160 mph - Exposure " B" WE 7-10 - Risk Category "U" 51.111ding - enclosed structure Porech - open structure Mean wilding 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 psf -1Zoof Live Load mihlhlmum = 20 psf - goof dead load - 7 psf (fiberglass shingles) Overhang - TO" Koof Pitch 4/12, 6/12 Internal Pressure Coefficient =1.18 u�* t z S_ < L o a I �u L LL. •� 1 o IL u�o ud `s � o E Q V 0 N .. E 0 �D �djZ D Q X N C� (5hcf:t ou= JJSS II of 1 �'H[�E i'L.41�S AND ALL p, C'JIF `�dCCT TOANVCO Dq�D wo;� DByFI!LDlr^ ,i�C'iOrf; �''r.4yBBA'ECE& t IPECFt?, Tlf.�p pLY t^J1T,W ALL A,PPL}IV tna lf3, A I A I. A,, A A 4 4 A A A, F` 'A A, A I A A A IF .7 It 4 1 1 l:t I '-A t It x It R A, T, W ITE ­:iIe" - I, ., . I " . I , T "'IT A I;V p6s Fit. A, .,,AAA A6 6, 1 1111- 1 1, 1 1 - %A V SYRrA , rit "Ni 1­ 1 Fitt' F. , , I . - I I?, " A I DCSP �T4W fit il It, 1 4 4 -1 . 1 .1 1 W, i, AMM . . ... ..... F A L A MOW A14AFAAAAA-!- -ff !'4rt1FAAAO.A.A_,� LV I Owiml ", Ittu z ..... Oil 1_ � IF" :7. IF F I Oil: FtI Fitt OF ;i,, P7 A It _A L 4442_ it A IF "F:A A, 1AMP -.�AVt A .,:r A. Fir p < 11.0 r �r .. I " I I : III I At 17 A I . I� I , I ;, I . " 1 .0- . . . A t, I VA Ilk" A I It 7 q I It IF A It f, A IF It At, t. AAAAAAA. 't,. A A vnmp Pitt A I I At A FAA JV L PlFaI. F111P a ill4ji., r7F. A Ai; it Ip�, I. - -It 4 1 It Y A M; 4, & II'F At. q, tba;"A *,At' V V 01 OA'k' .,q 'AtA fl, �; / 5114 "WA C, A, j It WN-8 IF 'Y I.. I I I VV, At A IF A r H 14 ol0i'Ll! 1, A tY 14 t FU 10 A, It, &_ I __ _1 / jj A, ....... . A, A q, Ad L At IF 4 A A, 157 it OF y A, 14b Porn: A WUM A 1, CAVY im 047 .71 "ICT ,10. 1OLM A141-j$ inr�gilnxolq AII(P$ 2— L W� .11 11;0 A �Kltie� �4 7- 44IFF", r A, AF'fie r Ap r [I C f ell It'P1 1) AAFAJIM fWarT (Slid ItAitItI-A AI16 - , 11�' 4 IFAS1 4 tUCIE C6b.NT.Y FMR ALARSUALS'OFFIC REVFTEWEDAM),A.RPR�O� :RE TEV91)(B"i v lmb AIAbib QVIII4,144 0- 1 d AtIpFiip �y pIrL U 11"Zii 6ECT-Or'l r OlSk t�rwfl it tio Of 1:0 oil AIFim u'm Vejitilati6n Rats". 1�/ITH ALL 4'4:mUCAb Per FBC 2017 "Mechanical" volume Table 403.3-1.1 min A 2-bedroom residence =3 occupants @ min,15 cfm each IFMiniiiluj outside air requiremej it 45 cfm A A_V VK1 art Actiob module F,T ip*q t 4 P. tAt1A RR %1' 0 2018, Ve 'ilatio' te revised 44� 0 nt n 0 .......... ... ...... It ....... ..... . SERVICE POINT -SEE PLAN. WATER PIPING - BUILDING EXTERIOR- PVC SDR 26. - MINIMUM 2" MAIN FROM MAIN TO WATER METERS AND 1 MINIMUM TO EACH UNIT SERVICE POINT. METER EACH UNIT INDIVIDUALLY. WATER PIPING SHALL BE TYPE L CU OR CPVC FOR PIPING WITHIN BUILDING. SLEEVE ALL CU PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG, INSULATE ALL HOT WATER PIPING. COORDINATE UTILITIES WITH SITE CIVIL PLANS, a 4 . .w I� i HVAC SCHEDULES AND NOTES: ELECTRICAL NOTES: New HVAC Unit shall be Trane or equal split system DX Unit ELECTRICAL LOAD CALCS: m - 16.0 SEER min., with Heat Strip as indicated.. - ALL WORK SHALL COMPLY WITH THE 2014NEC (NFPA 70) AND YFIE FBC/FRC 201'/ SMOKE DETECTORS TO BE IIOV W/ BATTERY BACK -ARC . - UP FAULT CIRCUIT - SMOKE DETECTORS TO BE LOCATED AS SHOWN, INSIDE ANDOUTSIDE OF ALL PER NEC 220, - - . .. Units shall be split system 1.5 ton units, Trane 4TTR601.811 CU BEDROOM INTERIOR DOORS., With TEM4AOB18S21++TDR COIL, with 3.4 .KW Heat Strip; -SMOKE DETECTORS TO BE INT'ERCONNEC'I'Ell SO THAT ONE 51110ICE DETECTOR ACTIVATES ALLSNIOKEIIETECTORSINTHERESIDENCE '' TYPICAL "EP" 208/230/1/60. -PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUIT'S SERVING ROOMS ' 668SF 3.0 VA - PER FBC AND NEC REQUIREMENTS Q MENTS ......... - ...�..,:. 2004 VA.' - - CARBON MENORIDE DETECTORS TO BE INSTALLED WITHIN 10' OI, ALL BEDROOMS 'TWO 20 A APPLIANCE CKTS ....... :...... 3000 . . 'Mount new unit On stand with pan With drain and float switch _ P -PROVIDE TAMPER RESISTANTRECPTICLESPER.NECREQUIREMENTS � LAUNDRY -. , -.. ... Y ..•••..• •...•...... 1500 - . for unit shut down. Provide condensate drain run to sum -G EiECTRICALSERVICESIIALLBE:120/240Y/1/6o - GROUND - DRYER ::.•••..... .. 5000 - - p at ,. building exterior or to, landscape area with gooseneck. Provide SYS'I'T1N4 PER NEC 250 RANGE ...•............. .. 8000 separation from water heater. . .. - WH •.••....• ,................. ................... as00 RING METHODS: .. REFRIG................ ........ I........... .... 1200 Install all units to be completely accessible. '- ELECTRWIRING SHALL BE COPPER -.TYPE THHN OR TYPE THW FOR WIRING WITHIN BUILDING; TYPE THWN UNDERGROUND ON BLDG EXTERIOR. CONDUIT SHALL BE EMT WITHIN BUILDING; PVC UNDERGROUND; GRS ', TOTAL .............. ........, 30204 VA Refer to Architectural Sections for Ceiling height restrictions OR SCH Ro PVC FOR SERVICE ABOVE GROUND. MS CABLE MAYBE USED IF ALLOWED BE NEC& LOCAL CODES.. -all equipment and materials shall fit in the space provided. Make ". -` FIRST 10 KW @ 100 %....... ......... REMAINDER @ 40% 10000 VA modifications as required to accomplish same. .... TOTAL 8080� _ .18081 VA . Registers/grills/Diffusers shall be Metalaire or equal wTiess - A/C HEAT @ 100% .................. 5000 VA otherwise scheduled - all aluminum construction unless otherwise required to meet fire ratings. TOTAL ............... ........................ ........ ......... 23081 VA 23081 VA1246V = 96A 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 HOUSE PANEL: plans with OBD and directional louvers as required.. ' e" --SW/TCHLEG. BLDG d V SINGLE POLE SWITCH LTG IRR PUMP - -000 VA RAG's shall be type RH of the sizes shown on the plans with ' THREEWAYSWITCH I SITELTc ........1 2650 VA 160o VA M71' grilles on each side of wall opening. Provide.)" T/A filters - DUPLEX CONVIENCE OUTLET at Unit. 'e DUPLEXCONVIENCEOUTLET- TOTAL ...........:.... ,SWITCHED lot 240 VOLT RECEPTACLE •.•.•••. •••••.•.• 4550VA Exhaust fans shall be Greenheck or equal SP series with.6hTl Indicated at 0,25 "SP. 6=3 DISCONNECT SWITCH r(�) - NON FUSIBLE 0 MOTOR OUTLET WITH DISC. 4650 VA1240 V = 20 A USE100AHOU5EPANEC 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 TOTALS: EF EXHAUST FAN _ ........ C CONDUIT TYPICAL UNIT x 6 EACH (6) X 23081=138486 VA ;. Dryer vent shall be 6"X 4" VTR with Gooseneck. ( ION BO(PREWI REINFORCED FOR FAN) HOUSE pANEi ••.• 465U VA Paint all HVAC rill / Q CA TV WIRE) TO SER VICE POINT TELEPHONE pU TOTAL .............................................. =143136VA g es registers/diffuserswhite. OB TLET(PREWIRE)-1"CTOSERVICE POINT 1431361240 = 596A —.. _,.....-_ - E -- .. DOOR BELL WITH CHIME Provide outside make up air for each Unit -`;Oh cfm at Manual. HI HATLIGHTING FIXTURE USE 600 A MAIN SERVICE OK requirement. Maintain minimum 10' separation from exhaust openings. Run 6" diameter with volume damIper to soffit or to roof,with gooseneck - 45 cfm O/A required -L (2 br 3 persons x 15 cfm = 45 cfm O/A. Provide programmable thermostat for each unit - Honeywell, Electrical Devices. - Trane or.equal "on Auto" fan and "Heat/Cool" settings. Height above tI11iSh floor Ductwork shall have joints and seams sealed with a proved tape applied with adhesive to make joints air tight. Du is shall Wall Switches - 36 be reinforced foil faced 1-1/2" fiberglass insulation board (R-6 Minimum). Flex duct shall be UL 181 Thermaflex.or equal with foil back insulation. Provide spin -in connection with iverter Electrical Outlets - 1810 and volume damper for each flex take -off from the mat trunk ductwork. (Unless otherwise hOlEd) ALL III/P The Contractor shall furnish a complete matched componerlt Kitchell & Bath ^ 42" - - VAC system in accordance with these drawings, local IlCodes,a��R ?� IL, kusEE i�i'I^4d Ile' and the latest. editions of NFPA 90A & 90B, AN511 8-9:1 �G Thermostat �, ��„ I b�x�ov " lasar� Mechanical Refrigeration, SMACNA, ASHRAE, and State of 2!?�sM r Florida Energy Efficiency Code for Building .Construction - " 00 t4 L FR � 1� 1? „ ���,I� I/%,ua©ado I�'lG _. FlaCom-17 too too 1470 The Contractor shall obtain all required permits and inspections HK from governing agencies and furnish a written guarantee that all ^" / f work shall be free from defects in materials and workmanship 1 ? 3 4 5 r THEEr PLANS AND ALL Prl a e. for a period of one year from the date of equipment start Up 31", R6, 1 %"CEAcHTO rrrrCAL UNITANDRSEPNL A,IRRl SU8JE'CT TO ANY COF?•OS_'D L 6iW NOT&': TYPICAL UNITAND FFSEPNL- 10000 AICREOUIpCj) BY FIELD ltI C �RECIlCiI3 and final acceptance. Manufacturer's' instructions ' and - _ fd,tY8E�'ECES i�YING�i4DEMTORI guarantees shall be given to the owner. - F_ s210CRND aocwF RLDcsresL CUFr &DRrVENGRND ..._- uP1'Y WITH ALL A,9PLIC.4fXE CGD;; The contractor shall be responsible for balancing the VAC IZ)-z'O" CONDlitrs EACR E.PR VIDfEn MCC CONDUIT Ea UG TO PO H�&R CO. XPMR. NOTE: PRO pIDG EXTRA CONDUIT' E'G[a, �, T'DLST NT'S system to meet the criteria on the plans and shall return to the IT•REQUIREDRYPowERCo, site to re -balance the HVAC system after occupancy to sytisfy NOTE: ALL COPPERIVIRE specific individual requirements. -