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HomeMy WebLinkAboutPLANSLot 4 37'- 0° �T-0 Legal FORT PIERCE SHORES UNIT 3 BLK. 9 LOT 4 ATLANTIC BEACH BLVD. NORTH BEACH. ST. LUCIE COUNTY ENGINEERING DEPARTMENT THIS DOCUMENT HAS SEEN REVIEWED WITH RESPECT TO COUNTY ENGINEERING REQUIREMENTS AND: _ ❑ Is APPROVED PROVED AS NOTED ❑ IS NOT APPROVED ❑ SHALL BE REVISED O RE- SUBMITTED SHOULD ACTUAL SITE CONDITIONS DIFFER FROM THOSE ME - PRESENTED HEREIN, ANY APPROVALS HEREON ARE NULL AND VOID AND CONSTRUCTION OF IMPROVEMENTS COVERED BY SUCH APPROVAL SHALL CEASE UNTIL PLANS HAVE BEEN RE. APPROVED BY THE COUNTY ENGINEER. APPROVAL DOES NOT RELIEVE THE DESIGNING ENGINEER OF RESPONSIBILITY FOR CORRELATION OF ALL DETAILS, DIMEN• SIONS, AUD CONDITIONS; NOR DOES 1T RELIEVE THE CON. STRUCTOR FROM CDNFOR.1IHG TO APPLICABLE COUNTY RE, QUIREMENTS UNLESS SO NOTED HEREON BY COUNTY ENGINEER COUNTY EH916 t 1 chain link fence 5-O"high Pool (for details see sheet A-6) 5 of 412y i^1 � ��htop___ precast cone- bumper slab — drain field area aprox. 750 sq. ft. 6 10'- 0° 20'- O° - 240 54'- 0 --APPRovA%.. IS FOR PAVEM"T .STRt1GTLIRE ONLY 'ON- THE __ 6ASIS THAT- WILL = NOT $E 50LD __ lNDIVIDUAL►.Y. 0 22,7 0" OUT IN 7 1 2' - 0 IBA- oil If ' u 103.0 51'- O" Index Architectural/ Structural. A-1 SITE PLAN / LOCATION SKETCH A-2 FOUNDATION PLAN /GENERAL NOTES A-3 FIRST FLOOR PLAN A-4 SECOND FLOOR PLAN/ROOF FRAMING PLAN -.--- A-5 EXTERIOR ELEVATIONS A-6 EXTERIOR ELEVATIONS/POOL DETAILS PLAN j A-7 TYPICAL WALL SECTION / CROSS SECTIONS Ek DETAILS A-8 INTERIOR ELEVATIONS ' A-9 FINISH SCHEDULE/ DOOR SCHEDULE /DETAILS t it I, oDJ f1RCrl,nninnl,.- - N ZONING & BUILDING DEPREFFIRST FLOOR & PANEL BOARD j ST. LUCIE COUNTY E-2 SECOND FLOOR 81 PANEL BOARD IY A P P R 0 V 6ALOOR a RISER DAT FLOOR a RISER P a D S -PLAN LAYOUT SEPTIC TANK & DRAIN FIELD. SITE APPROVED SITE PLAN BY COUNTY COMM. O I ' I ET TO: 'L"✓' f'1 ' L0 ;d STANDARD BLDG. CODE Tr IC�V^L ELECTRIC CODE .- f j�GAL AMENDMENTS INSPEC :DUCE North of Orange "all before 9:00. South of Orange Ave. — Call before 1:00 CO N NO INSPECTIONS UN- -B tia t S PLANS ON, SITE. F0 STRUCTURES PERMITTED ON PUBLIC EASEMENTS. Buildinn site must be free of all roots and vegetation and well compacted with light ' vibratory tamper iin 6" lifts w;ttjl,mminlm�u- of 6 passes each way per lif . ►ttl be C 0 M •� I I -DIW CULVERT AS READ. BY D/W -PERMDIT TO BB APPLIED _ FOR SY p A 3 E 0 a- 0 T 0 Ir -_.O M IL Flom 50110 Atlantic Beach Blvd. _ r_ � 1 Location Sketch Atlantic Beach Blvd. Site Plan ! o �{ Scale In= I'- 0° center line PROJECT: Sie frie EVISIONS NoteNOTES THESE DOCUMENTS ARE PREPARED IN ACCORDANCE WITH THE ORIGINAL SITE PLAN SCANNED - APPROVAL BY THE BOARD OF COUNTY COMMISSIONORS OF ST. LOUSIE COUNTY Ehl DATED 2 - 22- -77. I 4 Unit F 9ti0 Pl. 1 �.` A-1 OF Peter wp.Graulich ARCHITECT o PLANNER 2733 PONCE DE LEON BLVD. CORAL GABLES FLA I 1Concrete 'eneral Notes: MASONRY1. masonry units for load bearing walls shall conform to ASTM C-90 1 "Hollow load - bearing concrete masonry units" and shall have a minimum compressive FOUNDATION strength of 1000 PSI based upon the gross area of the block. All other masonry 1. Ground floor slab shall be placed on compacted fill free of debris and other units shall conform to ASTM C129 "Hollow Non -Load bearing concrete masonry units" deleterious materials and compacted to 95% modified proctor density at optimum 2. Mortar: All mortar shall comply with the property and proportion specificatins moisture content in lifts not exceeding 12" in depth. of ASTM C 270, type "M". 3. In masonry bearing walls, no chases, risers, conduits, or toothing of masonry REINFORCING STEEL shall occur within 1'6" of centerline of beam bclaring or concentration. 1. Shall be deformed bars, free from loose rust and scale, and conforming to 4. Grout for cell to be 3,000 PSI min. "Pea -gravel" or (type "M" mortar). standard specifications for deformed billet steel bars for concrete reinforcements, 5. Vertical cells to be filled shall have vertical alignment sufficient to maintain ASTM A 615, grade 60. Ties and stirrups shall conform to ASTM A 615, grade 40. a clear, unobstructed continous vertical cell. 6. Cleanout opening shall be provided at the bottom of all cells to be grouted, at 2. All bars shall be detailed and fabricated following the requirements of ACI 315. each lift, for inspection. Cleanouts shall be sealed after inspection and before Placing of bars shall conform to CRSI recommendded practices for placing rein- grouting. forcing bars. 7. Lap all vertical reinforcing in masonry walls 40 bare diameters. 8. Masonry walls shall cure at least three days to gain strength before pouring grou 3. Lap all bar splices 36 bar diameters, unless otherwise specified, bend all 9. When grouting is stopped for one hour or longer, the grout shall be stopped 1'" horizontal beam and wall bars 12"around all corners or provide- corners bars. below the top of the uppermost units. 10. Grouts shall be poured in lufts not exceeding 8' 0" maximum. 4. Welded wire fabric shall be in accordance with ASTM spec. A-185, and be 11. Grouted cells to have #5 reinforcing bars and be placed at all doors, window supported on slab bolsters. jambs and corners, and not more than 8" apart, unless otherwise noted. SHOPDRAWINGS: 1. All reinforcing steel, structural steel, structural wood and precast 5. Minimum concrete cover on reinforcing bars shall be as follows, unless otherwise and/or prestressed.shop drawings shall be submitted to the Architect for approval. specified: No fabrication, erection or placement -shall take -place until an approved and/or Concrete beams and columns 1' corrected set of shop drwgs. are returned to the respective parties concerned. Formed surface exposed to weather and/or earth 2" concrete deposited against ground 3" structural slabs 3/4" 6. Bar supports to be plastic tipped for exposed concrete. Legs of foundation chairs to be galvanized. Plastic "DONUT" spacers for steel against forms in concrete beams. chamfered key 1 5/8° CONCRETE 1. Shall be a mix designed in accordance with ACI 301 to achieve a 28 day compressive strength of 3000 PSI. 2.lAll concrete shall contain a engineer approved water reducing and retarding admixture conforming to ASTM C 494, type "D", 3. Concrete slab on fill or grade shall be placed on fill that has been throughly _ - moistened immediately prior to the placement of concrete, or A 6-mil polythylene t0 be continuou thru jiont vapor barrier shall be provided. 4. Slab on fill shall be placed in a "CHECKMOARD" sequence each segment of which shall not exceed maximum area of 900 square feet or 40 linear feet in any one Construction Joint Detail n.t.s. direction. 5. Concrete on exposed terrace and eyebrows shall have a top surface coated with "HORN CLEAR" seal or engineer - approved equal in accordance with manufacturer's recommendations. 00 In QD m W M I a}• I EM A 18 LI r------- ---I I 7-0� I I 1-^---------I------ I i I I I I I. I 2,- 8 I 4-0" /� 41 Conic Slab On Well Compacted Fill w/6°il 10/*10 w.w.f. Q jI 6 Mill Visqueen 1 I I I O ' I I m Co 1, t I� I ' I J a I I -' - I I Co I I I. I I I Ll ^J I *elevation 0e i I I top of finished I slab + 1'-4" I I 12r 8n _ 4.0 - 1 -- 8 w 4 y I I I I I I i I v 0 --- 12-"1-3 26 - 8 Foundation Scale 1/4° = I' 0 I 7 -- --------- - 1 = I ''ill 12�� I E2�1 12�-4�" 12 112 16,-4 12 _ I I I I ( � I I i I I elevation top of finished slab + I'- 4' I I o I II I r I I I;- I r31-- I 0 I� _ ;; Q I i} II c � I I J I I I I I - 4" Col Slab On Well Compacted I I =00 Fill w.w.f. a I I 6 Mill Visqueen I I I 11 I 12 12 . I 2 1 C2 I 1 �1 - 29' - 8" 18 I 8 I 15- 0 8 9 -0' - - 121 6 I 5- 12 it 15 -4 I I o -_T I T - - J ro 12.-4. 4- It 6` p.1 Cr 13.-4' - 4-0. 4-4r1 N 12.-8rr 4-8.r - ( -----:--- �- - - -- - -- - I ---- o I c I = I ' I'.j 1 liilHi I in OPEN I --- ---- - ---- - - - - - �•- - L _ I'Q 21 0l 6.-0. L t o Li r- �I l �" _ I � � � -- I r N I OP N I ' I i - - --S - - - -I - I V' I O I L_ -_ I tr I o _ N V I i I I M I I 4"Corc Slab On Well Compacted I I Fill w/dx' 6"-* 10/*0 w.w.f. a I _ I 6 Mill Visqueen I I ._1 i I I r- I I _ I N -�relevation *top Co of finished slab + 0 7'j I I12� 8�� 4L-011 3-4" I I ------I I 10 -4 4 I I 0 - I I - A I c 7w r- - _. to !-1 12 -5 - 9 12 _ 12'- 4 12 0 70 28- 0" I I I I I e I =a I I OPEN co i I N I I I I I I O I I - m f I - I L i �i I 2-8 l� l0-8 OPEN 0o I I I I I I C elevation top of finished slab I I - --, } I . - 4.. co r -1 i1i I - ------ --_ L--_ -J - 13'-4-- ----RII � - POOL -By others. details on sheet A - 6 15'- 0 Dim at center of pool. elevation top of finished slab t 0 -7 C I Legend: 2 ROOM MARK O DOOR AO WINDOW MARK SECTION 8 A1111101111111111l ROOM ELEVATION. INTERIOR ELEVATION MARK CONCRETE MASONRY WALL SECTION MASONRY WALL PLAN 4 Unit INTERIOR PARTITION `': MASONRY WALL PLAN Note to Contractor: Contractor shall comply with all of the provisions made in the drawing and the provisions made in the South Florida Building Code. Verify dimensions at site and notify the Architects office of any discrepancy for information call o.c. (305) 445- 6668 JQ PL r), , w 02 2 1- �9 N S � � JQ'b 9� Pk_ A-'e Peter wp.Graulich ARCHITECT o PLANN! 2733 PONCE DE LEON BLVD. CORAL GABLES F 1 N III' i I �I o I at I 3U '0 M N Patio; I Living -8'-6' 1 N 331-011 7t-0 el-9u 171- 3tt N 'S r / r iRr 1711 Bedroom ❑ — 1 II 1 11 II I 11 U 1 II /// / 12 -3 4 1- 3-0 4 6-6 4 6 - :v r/fir /;y/Y /✓ _—._ /� _ ' / Y IF - "Al I ,: N _ O — eL ti 1 oven/ran e I 1 M N' -- I I tosink line off ppedrod clg_j I � �•, --1 ®- o I I ( I d.w. o Dining Kitchen - - _m I -4• elevation ❑3 top of floor slab + 1 - 4 1 T refrig, '- 1 It I 11 1 Is 11 1 1 1 19 -0 4 2-4 3-4 4 6 0 I I --,r N Foyer - +- - 0 I Living 1 Laundry COcli 581-41I 05 n m 11 11 1 - 1 - '�------- - --- T f _' I - 261-8 15 0II 9 8it r} _. ¢ I �. Planter • _• 1 11 1Il 1/f� ' I I I 1 a O 220 22-6 7_1/ tj yi }} _I / r r OB Cot QDt - 11 � '.� p - - ' 1 tl ,gIPt 11 .. It 41I III_ 5 Il 8 15-0 1 10-0 ,d 6-8 4 I I 0 5 0 �I - l0 @ < ' 17-3 4 - -3 - - - -._.. 1- 2 , _ it t >`-- 1' ❑13 - - /Fo Patio Foyer ❑ C. Study III ' I , o' r CO I - - 5 - + Slnk • I d.w. -� 1 C) � q , i a ' /•+f{!£ / µv r,✓ 1 O 0/C I 13/CrT -I' elevation „ oven/ran e top of slab + 1 _ 4 _ - - _--• r- _ I -- --- .t It Lin. { N I(D I I Icy A - n Planter - _.- refng _ 6 8, _ 811 I I — =- - -- - - K citeto d' 11 6 _ f0 2 � : 8-5 _., _ O_�, fi� r _. - T - - '- I'I 1 I I - - { ICI O r , -_ —.- - 1 71 Dining Q _ Dining 0 -- - - - t Gatti chain -link fence 5'-0" high 13 I�O�^^It t b my spek's. 4_ - --; - - yT _ o meet county 00 13 ' II f center 2 Ik 5 to - oPped clg. O t - M - 5 dr t .. r I� 4 /10 L CL s i cl. Holl 12 L �' Pool - by others. dropped olg. I O Op I _ 1 _ :..' .'.. • : • . , G I m for details see sheet - y� _ dwation - A-6 n - - 'i � toy of floor slab N , +I-4 - - 5 A TTL refrlg �;to dr cl+ - g, I_ tM I ' cl.''1 11 II t 11 li. - I , 8 III 411 I411 iIt I^I Ili 411 131 OII 5'-O'I - C 11 J -- 8 6 4 c 4 14 - 0 _ -r - ----- _ 1 iI I„— II --i,l I N , 1 T 7 t r- Bedroom 7 Ci. range Kitcherr cl.'' Bedroom ❑ ❑ Living ❑ Planter ' II is it ECT: (4sln� dw _ , - - _ ' ied Wolter / Fort Pierce — COMM:—I ,_.•.: l } II ...' . , .. .. I 0„ . ' • ,..F„ +pfWy)✓M NOTES A VfD OFF ICE ✓ �/iZ°�15'-0"6N5 N ate ti4 -T-- Floor Plan Scale I/4' = I'd' ' 8_3' �., 51- g11 n 9L1 - 011 PL PC�c SHEET 4 Unit OF t Peter wRGraulich ARCHITECT o PLANNEF 2733 PONCE DE LEON BLVD. CORAL GABLES FLL 14'-0 line of overhaln ao i c 2" x 8" p.t. wd. plate w/ 1/2" 0 bolts at 24"a. c. ap V c 2"x8" p.t. wd. plate w/ 1/2" 0 bolts at 24"o.c. Scale 1/8" = 1'- 0" J Scale 1/4" T I1-0 AA +17' -0" 34' - Oil M 2"x Sit p, t. wd. plate w/ 1/2" 0 bolts at 24" o. c. trusses to be engineered by fabricator. 2" x 8" p-t. wd. plate w/ 1/2" D bolts at 24" o c. I� O F i _ Y - rinn nnrfifinn rif 2%8" p, t. wd. plate w/ ; 1/2" 0 bolts at 24" o c. IN n el evation lop of b + 8'- 0' 11 28 4" 6-9 15- 9 5 9 __1 co j- on 1 1 'CI. 7 - 4 cal. below - 13 =r - O 8 II-2 ICA 4-0 410-10 — - — — Bedroom[) cl. :; Bedroom7 — RA 3 8 " 8, 0v 1 - ----- — r - -- - -- 4 n4 i din. ia,\ �r g Hall 12 � 4i —gin A - — d - ---' --- - i -} ' i ' Hall — I O - 9 y - - - 9— _- G = - . i sink i 7 A/C cl. `fir Q a F oyer,, - -- wash oven/ C range 12 h — " — 1, 8 7-7' 2dry 4 4d .- -- -B-O— --4 2-3 6-- 4_. _ 9-0 w.r Kitchen I Dining 2 Living o I refrig, dropped cel. 00 - O 777 elevation at finished q, -- -i . floor + 9,-0" I t I L r ■ ---.— 15'- 8'1 IUD- 6" L F be of 0 a elevation top of berm +8'-0" 1 291x 8" p . t. wd, plate w/ 1/2" 0 bolts at 24"e•c. Contractor I. Shnll verify all demensions prior to instalation of trusses and wood beams as shown. Notify the architect of any discrepancy. 2. Ascertaining that trusses are properly installed with permanent and hfrporory bracing to resist lateral loads. 3• Assuring that contractor utilizes proper methods and equipment for lifting and placing trusses in such a manner that no structural damage will result to the trusses due to ex- cessive bowing or any other cause. 4. Trusses to be engineered by truss fabricator. shop drawings to be submitted to the architect for approval prior to construction. IrSenfried Wolter / Fort Piercer PLP'\ SHEET A-4 4 U n i t peter wp.Graulich of ARCHITECT � PLANNEF 2733 PONCE DE LEON BLVD. CORAL GABLES FU western red cedar Rear Elevation Scale 1/4° = V - 0° Left Side Elevation 0 Stucco 1/4" tempered plate glass western red cedar rough stucco texture to be selected and approved by the architect. typical V I high roof low roof SHEET A-5 4 U wt OF Peter wp.Graulich ARCHITECT . PLANNI 2733 PONCE DE LEON BLVD. CORAL GABLES FI P C Front Elevation Scale'. 1/4"= I' - Oa 25'- 0" C m OD wuin flo reach is tD Maximum allowable water table 6' pool - 3'- O° above low point, recast main drain 8' pool - 4'- 0° above low point. Provide hydrostaticrelief valve or additional mass weight where water table exceeds these values. e Standard Pool Section -N.T.S. Note Remove grate and well point pug from main drain and attach auxiliary pump line when emptying pool. Well Pant Detail— N.T.S. Pod Plan 8c Detail • d box ston'Co light I In" To electrical panel _.� Pump d box i motor pool light Electrical Diagram slo 1/4'per ft Thicken slat to 8°x8'/ 3 in bond beam rA T— screen enclosure 81 --! code req'd by local old varies I. For pool areas over white marble �( 6 deep odd�3 cove Dlaster fin.1 tors 6 c-c as shown \611 Typical Wall Section- N.T S. ME pick- up I •I I/4 inlet line for hair & lint catcher w/ each 350 s. f. of 4cm �a�e' water surface area wagte line, see J PUMP r , diatomaceous R � earth filter, vacuum, Note. all pool piping py c. Pod Piping Diagram 8" z 12°- cal •. ovation at cone. walk t OT 7 °- -_ *17'-0 19-0 at h.p. of ridge at top of p. t. beam at top of p.t. beam top of floor slab top of patio slab level with crown of road I # 4 cont_� broom fin. - -4 i OPEN 4' conc. walk -4 General Notes on Pool. 1) Standard pools shall bear on sand aau./or roc:;. Other soil conrit',ons requires engineeree foundation. 2) See sheet 2 for plan layout, extent of slabs plot plan, location & size of pool equipment and special details not shown on this sheet. 3) Standard. pools shall have 4,000 psi &unite conc. of 23 days. 4) Reinforcing steel shall be intermediate grade deformed bars of new billet steel conforming to AS1TI designation A-305. Steel shall be bent, lapped and placed in accordance with A.C.I. standards and specifications. 5) All pool piping shall bear the N.S.F. (ational Sanitation Foundation seal of approval for P.V.C. 6) Backwash shall be''to an underpool sump containing 100 C.P. minimum area of washed drained rock. 7) Grate on main -drain shall have a free area of 4 times the area of the suction line. $) The hair and lint catcher shall have a removable screen with a free area of 5 times the area of the suction line. 9) Diatamaceous earth filter shall have a filtration rate not to exceed 3 gallons per minute per sq. ft of f`_lter area. 10) Water supply and disposal shall. be so arranged that there is no cross connection with a domestic water supply or water disposal system. 11) Disposal of pool water shall conform to Sect. 5004 of the South Florida Building code. Surface grading shall confine ponding of pool water to within lot lines and such ponding shall not, persist for more than one hour after discharge. elevation at slab +8 - •a �• P p r` .p. 4 # 7 btm a. PATIO 4 0 Stair Detail and Scale 3/8" = V- 0 11 elevation top of beam + 9'-0 2#5 3 t5_cont_ tion JQ Pl- OFsi V, wU� OZ Z S 4u b ti� pv P h 4Unit Peterwp.GraulichARCHITECT a PLANN 2733 PONCE DE LEON BLVD. CORAL GABLES F 0 11/2" ridgid board ins. 2°z8" p,t. plate nhr egrh truss 3/4' ext plywood (simpson truss anchor) trusses to be engineered by truss fabricator gal. metal drip elevation + 17'- top of beam elevation top of floor U 0 d N c d E 8 "x 12" tie beam over open area use da3 O 12" o.c. stucco on 8" conc. blk. 1/4' plywood stagger 3/4" plywood stooge! • • (2"x10") floor joist 16" o c. i i • 1/2" drywall Simpson 'oist hand 2"x 10" Dit wood hr m 4" cone slab on well compacted fill w/6'z 6"# io7#io" w. w. f. a x // /�/�� • G mill visqueen below slab typical . `\ N o..• r,• ay 3*5 cont. i n Typical Wall Section Scale 3/4° = 1'- 0" high point of roof ridge trusses to be engineered by truss fabricator i cut for clont� section o -- �IC "o 03 U I t 22'-8�j pitch_ __Ica t 19' 41�9- Q C screen vent 50° I e" j I jtop of beam old a1 U elevation btm of beam4-16'- 0" trusses to be engineered by truss fabricator ext. plywood staggered 1 V2" rigrd board insulation Bedroom Clot. Clot. 2" x l2"Q 16" o. c. Partial Section Scale 3/8" = 1'- 0" Kitchen Foyer n 2"x12"floor joist 16"o.c t�f �Ied�r ssimpsonfaist han�erssimpson jaist hanger drop dg. 3' 0" / shelf 8" St2 railing 8 details contractor to submits drewi s I I stair beyond Kitchen Clos. �' Bedroom Open Patio ,:tee: ;x +. - . - •p?e 4" concslab on well compacted fill w/6%6"*101r10 w.w.f. 81 6 mill belo visqueen w slab open beyond for planter All figs to be taken down to 2500 p. s.f. bearing see Fraser Engineering report louv. door Bedroom (altenate 1) roofing material architectural type asphelt shingles (altenate 2) cedar shakes owners option. anchor each truss 1 sere n vent _ 3 -0' lectural type roof covering wld_up rwf system_ ridaid board insulation p, t. plate w/ 1/2' 0 x 8" anchor batst7 36"o.c. it i 4� door, 4"wd. base 1. Dirin 9 % 2"x 12"floor joist 16"o.c. ���-�sirnpsor� joist hanger I; sldg, louv. door }t, I,I .I QoQr' 1 ' 1d� , Bedroom i/Kexponsion joints 0 of tie beom + 17'- 0" m M Note: all details from floor slab up remain the same fill w/6"x6" 10/•10 w.w.f. a 6 mill visqueen below slab typical \ top dt Tie beom t g'_0" Alternate Wall Section Detail Scale 3/4" = 1'-0" (see notes on typical wall section) roof and ridge beyond. 1/2 ArXwA / tapped, sanded and - painted Living Room simpson joist hang /2" drywall looped. sanded and 3'- 0" 2"x 6" O ir) screen vent Planter 24ga. metal drip u N ied Wolter/ JQ,PL f elevation top of tie beam -0 elevation top of tie beam + g'_0" elevation tof fbor slab t{-I' -4" Pool Deck 4" cgpc. slab w/6 x64 10410w.w.f. 6y i M- Eo 4 Unit Peter wp.Graulich ARCHITECT - PLANNER 2733 PONCE DE LEON BLVD. CORAL GABLES FLA Scale: Ud'= I'-0" Interior Elevations Scale 3/8"=1'-0" k — m j c t3I E r.efri erator N — i. . \\ {. - O , o — m� plate glass LIE - m m.c o +: mirror a N plate glass c, �s m.a 1 p mirror _�I \ towel bar o -- — .I Co z �\ +' 6 mica backs la b y + �� I I II m L _I I ._" F- pry. -: -Si Ft-r y.44.— o1 O - _ _ - _ (D M —�F 0 w. c. til . t� N tub c0 tU b N tub _ _ I W.C. LTIELI �, — ❑�� �.�... _ o _N oven ran e 2 2 2 2 Q bath near kitchen bath O kitchen refrigerator 1 m shelves .� n = — — \O plate glass U �I + —+— IMC mirror \\ I fan it er ho al I I 1 Tom, 6'I mica backsplash �� � � lashnno r + —�-- ,00 o c o v I 1 space EL 0� in for = washer dryer ,{t d.w. ".` 4"base —� \ovMZ ran e bath @kitchen drywall painted refrigerator _ drywall painted drywall, — - r paimed 1�tr_ o� I III m anAlter/ho N �\ \� plate I I I I ml(rror mica backsplas 6 mica bncksplasfi 6 mica backsplosh i o L space a 1]Li[1LjEEF1 8�eE -for for OO — d.w. � -N d.w. a tub �❑� w.c. 2 411 base 3 4° base I oven/range �2 ► 4° base kitchen @both o drywall painted a iV — curtain rod ih 0 \ in plate glass 01 show r h \ m. c. mirror + a drywall, painted m � 0 of ]FIE - WEDN tub N Ll 3 I bath near kitchen Obath O kitchen refrigerator PW)JECT: ISSUED: 611 mica backsplash m Sie fried Wolter /Fort Pierce nn Q0 VI COMM: I space fr A'JPPL OFS'i doW. NOTES Q VZ OFFICE V �9s ru AAAAI J � SHEET 4 unit A-8 OF I Peter W RGraulich ARCHITECT o PLANNER f2733 PONCE DE LEON BLVD. CORAL GABLES FLA ScheduleFinish pill ■■■■■■ ■■■■ NOON■■■ NOON■■ NOON ■■■ pLIVING ROOM ■ ■■■■ MO■■ ■ NONE NEINEMN OMS N ■0■ M _ DINING© - ■�■■■■ ■0■■ ■� ■■M M1 ■ MEN ■LIN � ■■_[� ■o�N NI$E■N■ ER�i0NN ■■E■ ■DO O p POWDER ROOM SD 0■ ■ ■ MOOS ■ ■■■ OM■ ■ ■ N © LAUNDRY ■■0001301100 NOON■■■ ■�■■■N E■■ ■o■ ■ a BATH/DRESS ■■E13M■ OMEN ■E■INO■ MO■■■■ ■■ ■0■ ■ ■oE■■■ NOON ■■o ■■M ■a■■■■ ■■■ ■o■ N 0 _ No [IN t3M■M ■■■MMOM M[3MMM■ EO■M ■UN ■ 0 PATIO ■■■1013 MEMO ■O■N■EM ■■■■■■ ■■E■ MEN ■ IM! WALK-IN CLOSET Eiii ioiii 013 iio1■Ni i mosm iii m ■�■■■■ NOON ■■OMI■M ■ ■■N ■MEN ■N■ ■■ e ® ■ii Niiiii Ni■i ii■NOME E Eiii mon N � MMMN ■OE �■iiii i■■=■E NiiiiiE ■ ■■■� ■i ■ �■EOMM ■■�� No ■ ■OMMENI ■■■� ON Burglar Intrusion Window's and Burglar Intrusion Hardware 1. Locks on exterior doors shall be capable of reisting a force of 300 lbs. Applied in any movable direction and in accordance with resistance standards set forth in Section 5102 of the South Florida Building Code. Door Schedule Material..Location Ile 0 mu m m N■�OnNE■E Mom OlMNMM M■0■E■ NOON ...!Decorative p Owners Option M© ■MEMEN . ©EM MI N 0 ME■OOMEN■ ©■EO■■■M MOON■■ ONES , M EQ711 OM EM: N• ■■■■■■■■■ N• NOON■■■ NOON■■ ■N■M ®■■■■■�■■■ � ■■■ON■■ NOON■■ NOON = ' � EM OM M 0 ■■NE■ NNE E11M ■■E■■■M E■■■■■ M■■O ©III cM01i ■�i O7 NMC7■■■■■■ ■ ■■MSM■■ ■■NONE ■MMM �� .. . , .. . ■I 0 ■■C�■■■■■■ ■ ■■NOON■ NOON■■ ■■NN■� ONE mom Emil am MMIM ■■OM■NE■■ ■ M ■■■■NME ■E■■N■ N■■■ �• Ins" CIE" ■n MN• E■UM■■■■■ MOM ME■■■ME ■M■■EN MEMO MOM m � � � �■ ■■v■■■■■N O NOON■■■ NOON■■ NOON ®Qmi tSali �i ©■■DM■■■■■ ■ NOON■■■ NOON■■ NOON M alm om m ■M• ■■C!■■■■■■ ■ ■M■■■EM ME■■EN ■■E • • . .INOM � ■- = � ■■ N ■■■■■■■■■ NOON■■■ ■■mo■■ NOON ■ ■ ■ ■■ ■NN■NN■■■ ■ ■N■S■� NOON■■ NOON ■ ■■ N ■ ■E■EE■■ N N ■ ■ MESON ■■■■■■ ■■■■ N E ■ ■ ■ ■■■■■■■■■ ■NOON■■■ NOON■■ NOON 2. All single exterior swing doors shall have a lock to be key operated from exterior with a minimum of 6000 possible key 37 , - changes or locking combinations. If key -in -the -':nob is used, there shall be an auxiliary single dead bolt with hardened boll -I—-•il- or inserts. ( Applies also to door to garage ) 00 3. The active leaf of pairs of exterior swing doors shall have same locks as required for single exterior swing doors. The en inactive leaf of these pair of doors shall have multiple -point locks with 5/8" min, OD throw bolts with inserts. 11 M 4. Hinges on exterior out swinging doors shall have non -exposed screws. Exposed pins shall not be removable. � M 5. Single, swinging, exterior doors, shall be solid core of not less than 1-3/8" thick. AO 6. Glass in exterior doors shall comply with the American National Standards Institutes Z97.1. 7. Vision panels in exterior doors, other than glazing within 40" of the inside locking activating device of locks and swinging glass doors shall comply with American National Standards Institute -Standard Z97.1 or front main entrance doors shall be provided with a scope or vision panels. 8. Windows to be Superior Window Company., (product control #72.220.7Y; 72.220.8Y; 74.016.1Y ) Sliding Glass Doors shall be Miller Industries 74.054.5Y;6Y; 7Y; 8Y; 9Y; and 75.134.1Y; 2Y; 3Y; 4Y; 5Y; 6Y;. or approved equal. anodized aluminum frame/color to be approved by architect o) i iD O Dom T"e_ Scale 1/4" = I' O" D sliding doors MASONRY OPG. 1/2' I nnnR WInTL1 Sliding Door Scale 3" = I'-0" 3.5/8" STUD Iamb Detail cale 3"= 1'-0" ra Window Types Scale 1/4" = 1'- 0" to Co II II O, RUNNE? 8�CEILING DEADENING rM Apply To Interior Of Unit Only Typical Partition Detail Scale 3"= I'-d' '(WOOD STUD ALT.) WOOD STUD ALT) (WOOD STUD ALT) Jamb Detail (I� Scale 3"= 1'-0" 4 Unit 5/6' DRY M1 reterwp.uraullcnARCHITECT o PLANNERI Z733 PONCE DE LEON BLVD. CORAL GABLES FLA e to house pnl to apt. 22" Rigid Conduct - 4 Unit \v/$44/o TdtvAL tuEAil 000 00 42Cu. to apt. # 4 to apt. # 3 First Floor Plan Electrical Scale 1/4"=1'-0° II -0 Paoe%bcarc S chedu/c I i2a/24od, i¢ al✓sv. -/6Gk' ,���/. �'%un� F/asii e0 deer T e �rc.�i�ECrLoadcc'OG�rr/25D1r. r. Chc' de tripEion branch Load A.vwS Gdirc ho �irC<J.Eer ,l1� S Ns / /-/ 4c 41n-�ZlvlMr. Yrrnil//. /-2PSa — SSQ 3*6AK.-W-/'L'. /•'? /•3 Dvlwo( ors e /�IK �r ISOoitV /-Z0,5U 1-2 — 6.25d 33.5A - 3�lTiV�u / c 6A//0 jlVe -3,41L l 4 J 5 Qe riy�rw�or D15htY4sher / / /20 / I P/20 3•o A 4.5 A 2r/Z71V a '/z^c 2-*/Z pJ " III -e / 718 Llghxs ,fec� WOO /G/15 3. od 'f,0 ?*1ZT111e41 yr^c 2O/Z M/ ed yzY / }J Groun Fau//CfrCui/ / II'/l'f 3.0 241ZW to '/s'C Ai ogre /0/20 �.o Z'k12 7W 0'r`6 tun 3#jl 11(Y4Z Ln I/2"C to lneiCro W1/25G brGr. J.K.QUINA,PE CONSULTING ENGINEER PERRI NE,F LOR I DX232.0130 O Second Floor Plan Electrical Scale 1/4 4-0° 9 Po17e%b0ard S chedci/e 2 / /QO 240l� /90,.3lf!5�t/ /b CA f v4rne/ mo,lll/l Flush �� door T� e C�rocr�l �'C Ee/lo4d� /r 4z A Cho dcSarydfion Ary,.ns .rv�i-C b� ghee Alvzd Am 1--/ ��,,/�/l G/r�il c�%7%1!lld.£/ / 2P5o - 35.0,4 3�6T1✓Gv /'G /"G 2 2 Z '3 Over¢ 2oa e HIV Heal �50o I✓ / ?PSo / 2,020 - !0 3a 33.5A - 3+�6Ti✓Gu 3� /onvcu 3,14". 2 4 25 RefriyC for Disbwalss2er /-/R2a /-/v2o 3 •oA 4..54 - - 2#/2Tu'Gu Z /27lvGu /s"G 2-6 Di5p05a/ /-/P249 -4. 0 - Z#/2 new A�2',e 2.7-9 L1Zee, cafaeAf 3-IF/5 9.0 ,Vo // S <i / A /6ivaC 12 - IF20 1 9.0 1 12 d /2 Tuw uI /z "< 34• a v0•.5 !v3•of+ 94wn,M110r,01Y,d/41; 1;i''G Zo Melee 11/2,34 /jrPO.&fr "aa,01 Flash wldog C`rG• oAeSG/�ou'on no 43w sw 20 Cci-uiifBrca o,5o A Gvir6 9/ 3 Ae U i,dc�/7ii �iy.Sr/i% ovPr,vi"Z, e A 2P5o /-2P5o - - 3t1 36 oG 33.54 - 34671✓C4-/1c 3+ 671(le4/-/'e 3�/oTi/Gu s "C 3 Nry ye4fcr 55d0I✓ / 2P2o - d"o 3 4 35 dryer' wGShcr /-2P40 /- /P20 22.54 4-SA - 3M7/✓ou 2d/c 1 ✓4-1 Ale 3 4 3-7 rG: d/.shav4sher !-//7 20 1•/P2o 3•oQ 4.54 2 27wa, �i"6 2!!�'-zTve ysw 3 8 disposo/ L i hfs tb./D26 3- /PAS I. oa 0.04 - - 2,d/Z W GU h* e 2-01 Tw -q3-9-11 B•/2 Grour�uAFau/3�Grrcui>' / /P/5 ,3•o4 ¢ •SAJ - I - ZA.2;r'14,4, vZoe 2,r/2-Tw av 1i (00.3 68S =/?8•d �Qur! .3-e 21oT//lil G/irr //z"c14, /,vtlrr ce'•r71ei g{ /50o br�oE�r. Pare/board 4 similar la ,oyae/boarrl3 a P_ DPmo.�a� ,Uo oe."d r"Z/ 20 p&-s vaoe/z 3 6 0 3 35 4 G 0.3 3S /3 a. 2 70 r4hf�r= /✓CrJ= 79.2 4 A., load 70 70. o /90•2, IS" /SO Q /45•d A r%vsr Loco/ 2/d. 3 A - 30 34Q3,D - EaI2 34 10 %HI✓ 4Z fn eoc-4 o12 2" C 7o ,nar/e/ 4W 4, .6 e o 7`imr-i �'✓ /��•., J G✓/«mot JXQUINA, P.E. CONSULT I NS-ENGINEER PER RINE,FLORIDA,232.0130 fried Wolter/ Fort Pie 4 Unit E-2 Peter wp.Graulich ARCHITECT o PLANNI 2733 PONCE DE LEON BLVD. CORAL GABLES F' a I I� k dw ref ksk dw ., AyaZf-- 2Zser 1 First Floor Plan Plumbing 2"w 1'/4"vtr 'ksk we J/lazer' /z1 S er 2 JXQUINA, P. E. CONSULTING ENGINEER PERRINE,FLORIDA,232.0130 4 Unit r/ Fort Pi P-1 s Peter wp.Graulich ARCHITECT o PLANNE 2733 PONCE DE LEON BLVD. CORAL GABLES FL. Second Floor Plan Plumbing �,L- J, Ksk dw. 4" 57N. 4°ssFo /OY Aid ow of I �Ito z" I we J � I I V bf k, 1�1 "vM < /Ov2 -Iwe dw /OY -A 2" 4" 43 PO b1 3" 4"39Fu WC S \l " 32Fu QCoFJ SANITARY RISER DIAGRAM NO SCALL ,r2"VTe 3 We /ov 2" 2 161 lee, 3"1DFU 3" Second Floor Plan A / C y� j 2"vlr I bf CO jv �, C 211 �L2"vir ksk /Y2" I 1 /%4 v1r /OY " is u 2 wash`° co dwO \�♦WC2" 2" Pv- J.K.QUINA,RE CONSULTING ENGINEER 4 Unit PERRINE,FLORIDA, 232.0130 �1 1 F Peter wp.Graulich ARCHITECT o PLANNE 2733 PONCE DE LEON BLVD. CORAL GABLES FL LOT 4 LOT 5 - T ON- SITE PLAN 0 0 LOT 4 INSIDE LOT a AREA 14,524.03 SO.FT. ACRES NET .3334 _ PARKING REQ. AS LOT 5 7 PARKING SPACES PROVIDED SPARKING SPACES READ. 2 - 2 BEDROOM UNITS 3 - I BEDROOM UNITS C AREA COVERED BY BLDG 3,644.0 SQ.FT, " PAVED AREA 3,620.0 SO. FT. POOL / LANDSCAPE AREA 8,344 .0 SO. FT. PLANTS LIKE LOT 5 LEGAL FORT PIERCE SHORES UNIT 3 BLK 9 LOT 4 ATLANTIC BEACH BLVD. NORTH BEACH 37.0 SEAGRAPE - GATE ONE STORY WASTE 44.0 SEAGRAPE NN �! mvlkll �r y }'"salIA ..: e ..:..mow ..,, 00 sik PLANTER ryAA LK m g r K Y a 5 UNITS PROPOSED sEPTc ISEP — ITANK°�'TANK F w 4 00 GAL 1 1000 G44" I 5 5 d 2.0 6 ASPHALT PNVING COUNTY 8 20.0 24.0 I8.0 �2 ( ,, SPECIFICATIONS TYPICAL , DRAIN FIELD 1 \ __I AREA 700 SOFT ;) T --• DRAIN FIELD I. AREA 950 SQ. FT. _ O q''k py Y �•' \ ad J / � L HEDGE q HEDGE � '1s. ^I (` -� f �} �:,"%�.".• � //. _VA,. W a w• Fez" 103.Q a 107.01414, SABLE SEAGRAPE 44. — 39.0 — -- -- 8.0 10.0 - - - 370 -- 440 20. 50.0--- 22.0 51.0 -- 23.0_- --- -24,0 _. -- -- -- - - 64.0 OUT 4 OUT IN THIS AREA TO BE LANDSCAPED BY OWNER IN THIS AREA TO BE LANDSCAPED BY OWNER aNO ATLANTIC BEACH BLVD. SCALE I"= w- C.0] 35.0 W U) ON - SITE PLAN LOT 5 ON CORNER AREA 15,089.4801 SO. FT. ACRES NET .3464 PARKING REQ. 11/2 SPACES FOR I BEDROOM UNIT 2 SPACES FOR 2 BEDROOM UNIT 9 PARKING SPACES PROVIDED 10 PARKING SPACES READ. 2 - 2 BEDROOM UNITS 4- 1 BEDROOM UNITS AREA COVERED BY SLOG. 4,250-0 SOFT. PAVED AREA 2,000 SQ. FT. LOTI / LOT2 2,760.0 SQ FT. W/ DRIVE LANDSCAPED AREA 5,308.0 SQ.FT. SABLE PALM SEAGRAPE CLUSTER PALM WIFERA GRASS LEGAL FORT PIERCE SHORES UNIT 3 BLK.9 LOT 5 N.E. CORNER OF ATLANTIC BEACH BLVD. AND SEMINOL BLVD. O E 0 Atlantic Beach Blvd LOCATION SK r' u d AtIantic__Beach- Boulevard Smote �lar� Pia E�Siagfr* FIEVISIONW'COMM: Q JZ OFFICE NOTES �U�JPPL Zm9 = N v �110 ¢O' � F PI�P SHEET 4 a5 P&D 4 Unit Peter wp.Graulich ARCHITECT - PLANNE 2733 PONCE DE LEON BLVD. CORAL GABLES FL