Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Oceanique Bldg. B 2405-0639
U A ST LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW 2400 Rhode Island Avenue Telephone: 772-462-8306 Ft Pierce, 34950 FAX: 772-462-8466 New Construction ( )Tenant Improvement ( )Addition ( )Renovation/alterations ( )Shell Only Jurisdiction: SLC F.P.B.: B-04-340 Occupancy: Oceanique Bldg. B Building Dept: 24050639 Address: 4180 N AIA Number of stories: 13 Contractor Tricon Development of Brevard, Inc. Phone # 321-453-5360 Contractor's Address: 925 N. Courtenay Parkway City: Merrit Island State: Florida Zip Code: 32953 Arch itect/Engineer: David M Putnam Phone # 321-267-6915 Building Owner: Review Date: 8/3/2004 Occupancy Type: Highrise - Apartments Automatic sprinklers: Required Gross sq ft: 213,712 Net sq ft: Occupant Load: Based On: Construction Type: SBCCI Type: II NOTE 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Permit fees are required to be paid in full prior to any inspections. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. A copy of the required revision/s have been transmitted to the Architect () Contractor ( ). 7. Penetrations through rated assemblies shall be of proper UL design. 8. UL design criteria shall be submitted with the construction plans. 9. Fire Alarm Panels shall be located indoors. THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED. REVISIONS REQUIRED ACCESS BOX IS REQUIRED ACCESS KEY SWITCH REQUIRED ( ) . Separate permits are required for the installation of the fire alarm and fire sprinkler systems. • V2. The Life Safety Code Edition listed on the "Project Data Summary" is incorrect. The plans indicate the 1997 although the Florida modified 2000 edition of the Life Safety Code is enforced. ✓3. A hood and duct system equipped with a fixed fire protection system is required for the recreation room stove. A separate permit is required for installation. ✓4. Provide portable fire protection in hazardous areas. v05. Plans indicate a control room. Is the control room the fire control room? f6. The ground floor trash chute termination room shall be 2-hr. rated construction. Sheet A-7.1 does not indicate this. NFPA 82 3-2.6.1 Page 1 of 2 -7: The trash chute shaft (chase) shall be completely enclosed with 2-hr. rated construction. NFPA 82, 3-2.3. Sheet A-8 does not indicate this. ✓8: Exit stairwells: The stairwells shall have direct exiting to the exterior of the building on the ground floor. Plans do not indicate this. Section 101-7.2.3.5 and FBC Section 1005.6.5 9- 9. Plans do indicate a 2-hr. rated chase for the HVAC lines. " ,i10. On -site generator shall comply with NFPA 101-11.8, 2000 edition and NFPA 110, 1999 edition. ,/11. Provide exit lights above the exterior exit doors of the garage. 12. Provide emergency lighting for the following areas: ✓ 1. Recreation room. ✓ 2. Tenant storage areas. ✓ 3. Billiards room. ., 4 Exercise room. ✓ 5. Control room if it is the fire control room. Z - 6. Exit accesss balconies. Reviewed by: L cr r��� Date: 8/3/2004 "ft architect, p.a. erchifedure ® plennint e, inferior dentin August 24, 2004 Re: Oceanique Oceanfront Condos- St. Lucie County, Florida Building Permit* L24050634 Building Official St. Lucie County Building Department To Whom It May Concern: Please be advised of the following changes to the blueprints for Tricon Development, Inc. for Oceanique Oceanfront Condos. 1. Noted. 2. Cover page revised to show current life safety code. 3. Noted. 4. Portable Fire Protection added to Life Safty Plans Sheet LS-1 and LS-2. • 5. SheetA-7.1 revised to indicate fire control room. 6. Sheet A-7.1 revised to show 2-hr rated construction for trash chute termination room. 7. Sheet A-8 revised to show 2-hr rated construction for trash chute. 8. Sheet A-7.1 revised to show direct exiting to the exterior of the building. 9. UL Design No. U-404 added to A-8 to indicate a 2-hr rated chase for HVAC lines. 10. Noted. 11. Exit signs added to LS-2 12. Emergency lights added to LS-2 in indicated areas. Architect, P.A. jjk 1701 S. WASHTINGTON AVE. 0 TITUSVILLE, FLORIDA 327800 TEL. (321) 267-6915 FAX (321) 268-5688 OFFICE USE ONLY: DATE FILED: Las _ REVISION FEE:�� 7. 3, - PERMIT NUMBER: RECEIPT NO.: 4K COUNTY DEPARTMENT OF • DEVELOPMENT FYNI • , , • • , S , PROJECT INFORMATION LOCATION!SITE ADDRESS: i DETAILED DESCRIPTIONS OF PROJECT REVISIONS: re- p —s Z7 uClJD Oc. S _ WIc ( , 4- CONTRACTOR INFORMATION: i ST. OF FL REG./CERT# i o ST. LCCIE COUNTY CERT s BUSINESS NAME: .x, � Qualifiers Name: O ADDRESS: CITY: /Zir/�. S-� _STATE-' ZIP: 3 PHONE (DAYTIME):S�FA_X# f .ARCHIT/ENGINEER: NAME: ADDRESS: a P TATE: ZIP: CITY: rIt PHONE (DAYTI}[E): y/3 FAX# r pso�! 12 A �J C.o•✓ 3� I �-3og -:Yss ti Code Compliance Division INSPECTION CARD 2300 Virginia Avenue Ft. Pierce, FL 34982 - Phone: (772) 462-2172 Fax: (772) 462-6443 - htLp:11www.stlucleco.org1public works/permifting.htm http://airs.slefl.votrol.com/AIRSmb.php FLASHING AND DRY -IN ACCEPTED ENGINEER LETTER DATED 1/19/2007 24050639 165 Handicap Reslrooms 2 01/17/2007. 90 Approved Gary Gerslemeier 01/17/20� (Legacy Inspection) 24050639 179 Firewall 2 01/18/2007 90 Approved Mike Matthy 01/18/201 (Legacy Inspection) 24050639 180 Building Final 2 01/17/2007 90 Approved Gary Gerslemeier 01/17/201 (Legacy Inspection) 24050639 260 30 Day for Testing 2 92 Accepted As Noted Van Whitaker 10/1.. 201 TIMES 60 UNITS ONCE CONTRACTOR IS OFF HOLD Re -inspection 1 - 24050639 800 Address Final 2 01/17/2007 -.90 Approved Gary Gerstemeier 01/1I7/20( (Legacy Inspection) 24050639 803 Parking/Handicap Sign R7 2 01/17/2007 90 Approved Gary Gerstemeier 01/1i7/20( (Legacylnspection) 24050639 996 Final Termite Treatment 2 01/172007 90 Approved Gary Gerstemeier 01/17/20( (Legacy Inspection) 24050639 259 Power Release Form 5 061122006 90 Approved Peggy Billing 05/1 /20( (Legacy Inspection) 24050639 423 Plumbing Top Out 5 11/14/2005 91 Partial Approval Van Whitaker 11/1 /20( SECOND FLOOR 24050639 130.--flood. Elev Final Const Ce 6 01/192007 92 Accepted As Noted Ken Arnold 01/1)/20( ACCEPTED FAX COPY OF FLOOD ELEVATION CONTRACTOR. TO FOLLOW UP WITH SEALED COPY. '24050639 144 Hot Mop 6 01/19/2007 93 Not Required Ken Amold 01/1 20( (Legacy Inspection) 24050639 700 Fire Department Final 6 01/17/2007 90 Approved Mike Matthy 01/1 /20C -PER LINDA W / FIRE DEPT. 01-16-07... MIKE MATHY IS DEALING WITH THIS INSPECTION.... HAS ISSUES THAT NEED TO BE RESOLVED BEFORE FINAL WILL BE GIVEN. 24050639 999 Final Inspection 7 01/172007 91 Partial Approval Gary Gerslemeier 01/1g20C (Legacy Inspection) 24050639 999 Final Inspection 7 0122/2007 99 Final Approval Ken Arnold 01/2 I /20C Re -inspection 1 rp Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 http:llwww.stlucieco.orglpublic works/permitting.htm hftp://ai rs.sic8.vetrol.corn/AIRSweb.php 24050639 100 Threshold/Affidavits 0 01/18/2007 ACCEPTED LETTER OF CERTIFICATION DATED 1/12/2007. 24050639 100 Threshold/Affidavits 0 06/14/2006 INSPECTION CARD Res Description Inspector Datelnsp. 50 Engineer Approval Aoc Ken Arnold 01/18/2007 90 Approved Bill Logsdon 06/14/2006 24050639 106 Engineers Report 0 07/05/2006 92 Accepted As Noted Ken Arnold 07/11/2006 ENGINEER REPORT ON FILE.... FURTHER INSPECTIONS ARE REQUIRED ALONG W/ TRUSS ENGINEERING REVISIONS TO COMPLETE INSPECTION 24050639 108 Engineer Letter 0 01/172007 50 Engineer Approval Acc Ken Arnold 01/17/2007 RECEIVED A LETTER FROM ARCHITECT DAVID M. PUTNAM STATING THE BUILDING "B" HAS BEEN COMPLETED AND IS IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS DATED 1/9/2007.K.ARNOLD 24050639 261 30 Day Expired 0 01/192007 - 90 Approved Ken Arnold 01/19/2007 (Legacylnspection) 24050639 280 Electric Final 0 11/29/2006 91 Partial Approval Van Whitaker 11292006 FLOORS 2-5 TIMES 5 UNITS PER FLOOR, EXCEPT FOR UNIT 204 (Legacy Inspection) - 24050639 280 Electric Final 0 01/04/2007 90 Approved Van Whitaker 01/042007 for uniit#.204 this completes all building units. 24050639 280 Electric Final 0 11/30/2006 91 Partial Approval Van Whitaker 11/30/2006 FLOORS 6-12 ALL UNITS EXCEPT 1203 AND 1103 TIMES 5 EACH FLOOR Re -inspection 1 24050639 280 Electric Final 0 12/072006 91 Partial Approval Van Whitaker 12/07/2006 13TH FLOOR TIMES 5 UNITS, ROOF, 1103, 1203, 1ST FLOOR AND ALL COMMON AREAS Re -inspection 2 - 24050639 380 Mechanical Final 0 12/072006 91 Partial Approval Van Whitaker 12/072006 13 TH FLOOR 5 UNITS PER FLOOR, ROOF, 1103, 1203, 1ST FLOOR AND ALL COMMON AREAS Re -inspection 2 24050639 380 Mechanical Final 0 01/04/2007 90 Approved Van Whitaker 01/04/2007 for unit# 204 24050639 380 Mechanical Final 0 11/30/2006 91 Partial Approval Van Whitaker 11)30/2006 FLOORS 6-12 ALL UNITS EXCEPT 1203 AND 1103 TIMES E EACH FLOOR Re -inspection 1 24050639 380 Mechanical Final 0 11292006 91 Partial Approval Van Whitaker 1129/2006 FLOORS 2-5 TIMES 5 UNITS PER FLOOR, EXCEPT FOR UNIT 204 SCHED W / RAY CARON (Legacy Inspection) 24050639 457 Fire Sprinkler Final 0 01/172007 90 Approved Mike Malthy 01/18/2007 -PER LINDA W / FIRE DEPT. 01-16-07... MIKE MATHY IS DEALING WITH THIS INSPECTION.... HAS ISSUES THAT NEED TO BE RESOLVED BEFORE FINAL WILL BE GIVEN 6202006 —REVISION" CHANGE AIR HANDLER CLOSET IN LOBBY SO DUCTWORK WOULD NOT PASS THROUGH BLOCK WALL FIRE WALL CHANGE PER FIRE DEPT SPECS AS MOTEL sb 24050639 480 Plumbing Final 0 01/042007 90 Approved Van Whitaker 01/04/2007 Re -inspection 3 24050639 480 Plumbing Final 0 12/072006 91 Partial Approval Van Whitaker 12/072006 13TH FLOOR TIMES 5 UNITS, ROOF,1103,1203, 1 ST FLOOR AND ALL COMMON AREAS Re -inspection 2 24050639 480 Plumbing Final 0 11/30/2006 91 Partial Approval Van Whitaker 11/302006 PelmitNun 24050639 Y :Ri•' 1 _ w r i - , " Oil 40 182 8 r i ARCHITECTUAL NOTES: Iq'-10" 201_411 20'_gll 2'-10" A 20'-q" 12'-11° 12'-tO" 201-q" c B 40'-11" - II I. Provide adeGpate, 2x'solid blocking in all locations where handicapped - 40 accessories may be, installed. D51 meet or exceed the I hour tenant separati on O 2. 8 Tenant Separation walls - - I , p n FloridaBuilding Code. UL DESIGN NO. re Ired as defined in the g exact s¢In 6 locations of all co lumns ¢ ''.ni a 3 See Structural Drawings for >< 9 _ ' « O rwQlls. _£' T O WI O 5hea :. �`..h ., .'vr , r a, , y.. I ¢� - I :dJ ... v; , ••: m•( m,,. I: - r t. :- �"kA3r �+ 1 s"1� _ o O Ts.. a (Y 4 k..y, - <i In, '„ » lu5' K, . `6 .� c6 • ..._.. �.'. `.. .. 1,Y 1 ,�.yx S :.. -. r. ...'@W � L..q r^pp d> ..:M1.. �'.. i'ef .,. WdVi. j 1 1 ..."F. Y.. .. -.1 � i:. "., 5,. Y. "... .,r, ,.. .1� n led versions of applicable 200 , _ �, ,., , r,., r must comply wltl'1 currently adopted PP '::r....#,r� r + Ak^, '- :;' �.. •. wl - 4. All work P Y a+k',h . .,�;,. � ��°r > , to the Floridaulldin Coda 2001, Florida w *, r but not neceSSari e,..11mlted g ' "- '--: ., s 3.; r.° ''� $ �': � $a'^s� >W.sF: +; >ar 41 � -. r " `� ,.. ,ti4r, ''. Including, b Y 1 . Mechanical Code and National Electrical. Should COI.1fIIctS arise c nw-, w`"' BuildingCode 2001 ;," : ` "-. }" s. 'Fi { 1 II 1 i� c`*��* ✓," ry _' � y , � i... f 5 •°; Y:. L II the _ n „ �,k -0 -4 ., 10 -0 0 0 O between any code regy�Ire ments and information shown on these drawings, I _ "A. end IO O a>pl•cable ".de shall govern. _ a �M vZtF n the field. f 5. Contractor shall verify all di mensions and conditions I dime17 error occurs or a condition not covered in the drawings is •< <.- • O O • - - - 1_ n ! _ II ,- 1_ n _ II '-Oil ' I _ u 23'-411. I u 201 _0" '. o' I I'-4" 11.. 26'-4" `- I' encountered, Contractor shall notify the architv,t before commencing with that I' 4d cp 26'-4" I -4 II -4 1 - 20 0 I II 0 I 20 0 portion of the work. 5 6. All glazing materials installed within 24" of any door opening and less thin w 6 u II t. in area shall r= 1 O o an floor and over 9 s f level, withi n IB f Q. '� WI e oar v Y 60 above f be tempered safety glazing. Glazing in walls enclosing stairway landings or within z 15 feet of the bottom and top OF stairways where the bottom edge OF the glass (I i "' is less than Go" above a walking surface must be tempered safety glazing. p 4 w d IL Glazing materials in hazardous locations, Including walls.. surrounding bathtubs an o of � A PARKING 11 24 C R P K G JARAGE �" �'._2 RECREATION ROOM w1 _I T A O 1/4' SCALE r safety glaz ing. , - ,. SEE SHEET 7.2 FOR em ed f rs �luill be of approved t Y g 9 � _ _ , Showers Pp tempered 1 I N 7. All appliances shown on the plans shall be installed in compliWr-e with 11 x WI 23 applicable codes. All fresh air, exhaust, and relief valve vents sUexoutside I I o 14 Of the structure in an approved manner. Water heaters shall me theit I: DA9 G recIpirements of the Ig57 NAECA, and shall be so labeled. - - ate anc t�: i stall showers _ 8. Walls in areas subject to moisture, including tub -showers and E. „ v • • . In height OF 70 1 `1 011 11 4" Ig1_81i .: '- ° 231-41' 1 011 I 211 shall be protected by ,moisture resistant materials at a minimu - 18 - ___ I'-2" 20'-011 I'-4" III II'-O" I'- " 20'-0" 11 oply �1 P Y 11 iIth shower) above finished floor 70 above drain, 'o nin at showers or tub w - u u u t SIP �� Pe' g . I , t 4 G ailatlons IO be �.. .. t locations shaven an drawings. in .,. I I .� , �. : ,...,..�, . ,. , ...� 1. Provide smoke detectors a 9 backup. - �. � . O '» d to Q_ ,=, ; I <:s ,k", :I eve'r'.;: • u'sn,. "x-• , na7 s•aP Ir i ,... x I ,, r. " 1 1 1 •..•., f „ _ :. - electrical service and Interconnected with .batter _ .... • � , �;, �„ l0 -0 28 - ��; ,r � �-� la-�O '� "� ,�'"- ;��:, hard-d wired to IIOv ele r �.�.: � � ARM -e .. f. �; ti ... ., c <: :.. ,_. '�.t.. .a ... . •1 :. AP��z, ,. ,N. P uvw,t ....a •r _ ';alai water f low ��. , .. ., w: "x , . � „•.�,�. ,�. �.r, m � ,< „ Y low control device to limit to shall be I d with f o 10. Showers y ,err • , r device. „ , .5 a .� ..�:" ,,• ."..F too , �, . v. ,• � ... t materi Notes, or from he .. ... < , lotions rain these Gene 3414 ral N f A. An _de f es onsibilit r ( Y shall be the P _ 1 es Indicated -on th e tans and techn Specifications, P � .. 'e. GV «A: � :_ :. :. n Official � .. ,. I ce table to the Building •. as ac , , and shall be verified the GOntrQCtOr,P . ,. , .)..:. Of P haven jurisdiction before execution. O r.(pt: 1 ae �Ylvt: *r ipv. `., E`.c.,r ,: ;.:. o _ •�IaY rpo1} . ,,�»:r., i-i:: Ivae fEC13 -P:r h e. ,. �.. ..0 .r-�z.. � y,.. ,rp •,-_..; k,,,.r,, • f, ..J :,w Y'a 1 ..uN: • ,%,,..y: r' ^a r,:.... �.,� ..... ... ..,. a "., .-.", ..� ;,,. �' e,a Ys S,:Y. :;. W(. Mla D wi t� 1y`k R4 fr C, Q Q ' I Q RETURN AIR li% GRILL TO BE . • .. +,.1-4f MOUNTED IN Y.. s15a r>+ ssvz nvx s coral CEILING Wall Legend #ire -€fix _ a:� `•' v'`� - "- 'S;? " <„ + y " l''"'.''''3'i ; 2 1 . +'+ STORAGE ,r - 3 , r':-"� .c'i!+"n R , �'.:,;�.", 9 �'_, _ s S ,S a ".�, ..^+:; ,'l+•, .E, > IRE I I " Fr•4Yl1 i� xivA�..: x.'s,- ,<ay ..�.. us-.; +.., gar ,. �. -. ;.. - cQ • `; r AREA 2 u�. � �. k. : 1 - WALLBOARD APF;LIED TO-.IF'T'ERiDE._____-_. _:_ _mxso- FI'. wl'r -�'.�, - :. .. _ ONE LAYER" GYPSUM I METAL STUDS • Ib Q.C. WITH t TYPE S DRYWALL p aQr - •. .• - _ " �,•,�. ".`.3•m„ ,' FIRE 09'' OF • • , a ✓*c . .c ¢•'=$i Aµ .CAULK ..: .,., t ® SCREWS 8 O.C. TO EDGE AND VERTICAL JOINTS AND 12 O.C. 70 1 1, k w. ,r. �a ' ' I z;,...• ..Ynvp . 13a a sa. w.t ^"e F, M'v`y";ru5� sc,.l `�'t',S.t�s,s. +ti1 <. A,... sl1r. I FFET ❑ INTERMEDIATE STUDS. BASED UPON UL DESIGN N0.9175 2 HR V -_. z �, ,q ��, � ," �_ - .., ,: )NE W ALL LQBB1• TRASH wail FFET ':sw.. ,r'� ',gtrc,^'+�.."i41 Rn"-f a#�-.:.ir'm, yp^ RATED CMU BLOCK WALL N ,-+ , ,k I ., - :,.- S s, sa 5 r'.*y <y N -1 a 1'Id1 TRASH 4 s,�..gi d - r " A551MBALLY YYY N �`� Fo- W1i AREA I''.i 3 1`` U' I; {Y' r 3 AREA F1ra '1w1 MEGHANICAV iz STORAGE .`+'r a vale _.,L.� trt*`. I .✓>xk :15,5.s% Y '. �. CFE(jM aS - .'43 , SK<e .:: ,+"'. r,"sg kv�.+ ,.• LCANY WALLr�Y ro. 1 ti�"`n twB BA _4 s3 �+`�` > ,; `. FI CAULK F R I HOUR i • . IOUS COATING OVER 8 ... �' .. ..^ ", . APPLY y� STUCCO LAYER OF CEMENTAr , , •...:. .-:,, .:, f i ,i,.;...:,. � i -�� ,-.,' ., rs ;;;,:":.'. '.A SEMBILY.FRA'NC�IBLE. 1w. , , . ` ,.. - - Fire wou DOMESTIC 6 454K ,: . 3 -5 s rw wu WATER PUMP 2 UL DESIGN N0.905 2 NR RATED CMU BLOCK sI7 4.:. �.� p'ii q ....CONTROL JOINT = n 1r. I ® CMU BLACK PER a ur: n"f t s < . -. ``t. Y.r.. 4" � "�' iF.^++ 1 �",` i ` v1:y 1 11 1' I II N Plev 1Wn 1. a '. I I II ' O .- 11 11 //��� 11 '-':I 'S ". "'- 1 I� 21 ':g. f ,'' :1f a .,o-„ , ::. 4 4 g>N{ 'u.:n:4 : - - I 24 -4 -g q -8 WALL g1_pll., : 61_¢II F /-Yl ,Ij�� 'i* ll-L :✓ C�:r.-wi'�.SYU1 .i'�,'P cu CrS"< Q _I I _ V V !I 2 � L - - - E E ... ..:•', I k. ELFC FE LI (V w7 1 II ` 3 � 5 ; •` CONC. SHEAR WALL. SEE STRUCTURAL PLAN FOR DETAILS, SIZE, d. • �' " AND LOCATIONS. '141- - - --- rn D41fill - CYNIC. CO UMN W - '-o' 4'`io,1 [W-0" 61_oil 1 QII ,11 _.1 11 _011. 4 "�' +� SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. '/ IS _ I Q O 1 11 1 1 1 1 ". <'. 1 "' 11 t o 11 1 u n ". Q "-0�3'-4" 10'_V11 plpll 4'.-4" 3'-4"3'-0' t21 811 -0' 11' 6 -0 ll 3 -O 3 - q -0 -q 9 -0 -6 9 -0 -6 q -0 -6 q -0 - 91 oil INTERIOR J V INTERIOR NON-1 OAD BFARINC- WAI I - ONE LAYER a GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 7' 0" 751_6n 3-1' METAL STUDS 16' O.C. WITHIN TYPE S DRYWALL SCREWS-178 1-11 181_ a a-1. 2q'-8° 15' 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO + ! ■ INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. I/y"TERIOE NON -LOAD BEARING WAI I P1 UMBI - b•LA I ¶ V ONE LAYER a GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 13 il/!li ing ]B Ground Floor. Layout I I PORTICO I r 6' METAL STUDS Ib IN O.C. WITH to TYPE S DRYWALL SCREWS JL.J LL.LL Sias ...IIILLL f 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO I I (SEE SHEET A q.i F DETAILS I.. I .. INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-B. Scale:.1/8" = Ill-0" 1 I I I I N L , I ST. LUCIE COUNTY L _ I PLAN REVIEW { 1 I I I I I -I 1 I I BLDG: I I I DATE: I I ELEC: I .. DATE. !O�`• _ Building 1-id " 301 011 10' PLUMB: Ground door Dour Schbdule- Mark Quantity Style - Door Papal Size'WxH DOOR FRAME FIRE RATING ' tEMARKS � L`e' Size MATL GLAZING WIDTH HEIGHT Thickness MATL Hardware Hinge G= r 2 HINGED - SIMGL 36 x 80 3'-0" 6'-8" 1 3/81, INS. METAL HM CLOSURE 55 90 MIN I STA L'PANIC DEVICE _ p41 2... �-_ HINGED - SINGL'6 36 z. 80 3'-0' '6;-8" 1 3/61, INS. METAL TEMPERED HM CLOSURE 5S qo MIN I, STALL PANIC :DEVICE D42 4,1" HINGE6 - SINGLE' -,,,I 36 x 80 3'-O" ,0-E" 1 3/8" INS:: METAL TEMPERED HM- CLOSURE 5s :. Cot C'llTI iS D43 ' b HINGED. - SINGLE 36 -x 80 3' O' 1 3/5" 1 INS. METAL HM CLOSURE 5S qO MIN, D44 4 -`;TINGED -SINGLE 36 K-80 :3'-0" 6'-8' 1 3/8" MASONITE- WOOD METAL D45. 2 HINGED - DOUBLE PR 36 x 80 6' 01, ` 0-8" 1 3/4' MASONITE WOOD IMETAL, - D46 2 HINGED- DOUBLE PR 36 x..80 0-0" 6'-8" 1 3/4" INS. METAL- H`d- CLOSURE 55 CO MIN 047 2 STOREFRONT DBL PR .86 x: 84 ,.6'-0" T-0" 1. 3/4" ALUM/GLAsio TINTED HM CLOSURE METAL INSTALL PANIC. DEVICE D47 I STOREFRONT SINGLE 36 x 84 31 -O" 7 -011 1' 3/4n. ALUM/GLA55 TINTED NM CLOSURE METAL INSTALL' PANIC DEVICE 048 I STOREFRONT SINGLE 36 x 04 3'-0" 7t-01.. 1 3/4' ALUM./GLASS TINTED HM CLOSURE METAL INSTALL PANIC DEVICE „ D49 I BIFOLD - SINGLE PR 18 z 80 3'-0"' 6'-8" 1 3/w MASONITE WOOD METAL 1)50 2 SLIDING GLASS- DOUBLE r PR 48 x. q6 B -o' 8'-0" 1 3/4" ALUM/GLAS5 TINTED ALUMN TRACK 'D51 I SLIDING GLASS -TRIPLE 3 @ 64 x qb 16'-0" :8'-0" 1 3/4' ALUM/GLASS TINTED ALUMN TRACK D52 D53 5 6 TOILET STALL GARAGE DOOR. 34 x 55 108 x 84 2'-10" q'-0' 4' I®" 7'-0'' 1/2" 2" MA5ONITE METAL WINDOW SCHEDULE Number Quantity Style WINDOW DETAILS REMARKS SIZE MATERIAL WIDTH HEIGHT HEAD IAMB SILL WI Is STORE FRONT 31-0" 81-0' ALUM. Tinted W2 ' 2 STORE FRONT 4'-0" 8'-O' ALUM Tinted AS I STORE FRONT 11-0" T-O" ALUMN Tinted W4 2 HORIZONTAL SLIDER 1 3'-0" 4'-0" obscure 1�55 NCR t DATE.. MECH. . H - 5 ,8 3. DATE. Note: I. Final manufacture and Nodet to be selected by Owner 2. All Sliding GIQ55 Doors to have Turtle Glass rtle 3.-All Wilndows faung the ocean to have TL lass: s G Door Hardware Note - I. All door hardware shall. comply with FBC Section II 4:13.q of the Florida Accessibility Code for Building Construction.` Door operating devices; shall be lever -operating mechanisms, other than doors noted to have push/pull hardware. (G-round Floor L�qout architects P,a, ft, t ".m arA Md1ea Oceantque,Building B 1- ghway A1A St. Lucie County, Florida MF-602 Reg; G Aa /q " 8/ 10/04 0 - J � t j3"•n ., !dA?C:' INE .SCE tEr? -- 98 + Nk 47824-97-W t t A52,19'W 9A9.t7• ONP�g � 9 767990 693 k - SO NQ� •.11P'• ttv 7. 52'39"tt 9A7 22' 0' CONTOUR LINE 0 -- `- O t711 C MEAN HIGH WATER LINE EL.= 194 FT. A I L..AI Y / /C %C ., E=BAN 0 -- �"E G (PARCEL "A") NGVD AS (LOCATED ON DUNE 9, 2003 y 99714 k J q` 7.82 s22'21'47"E 986.46' - �2'33'0., 521'2V40"E 5214'OZ57'24 S1E'301l6"E S20-01't0"IE O, SUE 9y� arr PrI ' ei23'Ofi'•5'W 991.55' 4&67 822'46'S1E o __ 0- 40.tii" jEF*66'E S21,0"'3"E S21'23'"•SI'E ^� (PARCEL "B") CT a• 44 Ob 4d llki '40'E yN 00 F`t N22'14'40"W 98+... 821'0164"E j} (^ PARCEL A l l y SEASONAL HIGH WATER LINE ELE ATION=7.14 EP 4' WIr HAy ICAP'ACCESSiBLE t0 _ �✓ 01oo NEjO DUNIE CROSS VER (TYP•) SUBJECT SITE / � • -.-.. •......J BLUUFF LINE `ys / VEGETATION LINE SLU F LINEGr ROP N� t N2i•17'! 7•W 966.64' _ BLUFF LINE J. /-- oN / �r,P 7 BLUFF LINE o / I—, R �.. X / O 2 �Ij 0 ' MNS7RUCt"7<: T`Ot7tR(T rt!f 4 /J,� BLUFF LINE / % 4 o (( ^zI'•c^ JL �a / C.t LROS.�.0 R qO� 1' Kt JHUtJ N" Ptnit)CCn 26, 1'AGt 76 � 4�'� P s`i RECORDS Cr ST. ,L'CIE COUrcTY \ Ott ,..,,.,,r \ %< \ \ ,,.)o // ..... 48b '+70'68`a3 `F J6 4 ,. 0. If e4 44-,uu�oo J Cie ro .,,-..-...�• �'$ EXIST. NATIVE / Ciao l ��f �P OE55 SIB.t3'J7'[--'---�� try / �Uto �'� �. -- / ro 8 PRESERVED / ,� �� 0 /FL ZONE "VE" PC "o Qti EXIST. NATIVE / ae Qe (t2.50 ACRES) > EvnnoN=ts SECTION 23, TOWNSHIP 34 S, RANGE 40 E 519'2t'e9"E 4w r0 / ¢ VEGETATION 70 20'X20' GAZEBO " B2T27 `\ \\ 4 o BE PRESERVED - �Bt.aa' 44�^ #2.50 ACRES) PROP. LIGHT / I (� i T Y M A 198$ CCCLMONUMENTATION ~ ------ - - t- ELEVATED BUILDING ENVELOPE FOR POLE (TYP•) �{ V` III � -,� - � WOOD DECK TIVE FLOORS 2-13 ('TYP-) J � EXIST. NA E AND DETAILS TO `.> / GENERAL NOTES 53259'32"w > V. / WOO EN RAILING / VEGETATION 70 / j 1. PROPOSED BUILDING ENVELOPE INDICATES MAXIMUM EXTERIOR WALL SU CT OPERTY s2o.ta `` EAST 0 AIL CCCL BE PRESERVED / N22'08'S4� `7L " �"" 258.67' 276.04 NTS / -"-� ExI T. SLOG. DIMENSIONS ONLY. >' 219.04 M + VVVY111 /(r E I calWsT.) 2. ALL SITE ELEVATIONS ARE BASED ON 1929 NGVD DATUM. N 776534- 250 E ?26534.8250 2 .2 ' .;7. > 3. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS PROVIDED BY a, , �,; -- "••• I 10 13 STORIES fo53s ! MASTELLER, MOILER & REED, INC. JOB NO. 01-4810.02 DATED JUNE 15, OOL AREA i �+ l / 848w•� 5 /pARKI�G SPACES 2001. THEIR OFFICE IS LOCATED AT 2205 14TH AVENUE, VERO BEACH, 26 -i IS' 1 ixlrt. ASPHAII , FLORIDA 32960. ST}2UGT14�,� � J ,�' s1 N: F.F.E./ 12.00 * I ' - � ---- COASTAL ROE IN I'LATB 16' / t / ", / tD (TYP) ` I �- 1 kvA / -- 0 RONMENTAL PROTECTIONS PERM( ED FOR SIDA 44 BEACH DUNE SYSTEM IS TO BE MAINTAINED AS SPECIFIED IN THE FLORPoolS QF ST. LUCIE (yOUNY,FLORIDA / �4�0�+ �� ay DECK GATE �I %! `iyl - t0'I(TYI'•) I THIS / ...-- y,/ DEPARTMENTF ENVIRONMENTAL T ISSUED F�l1BUG RECORD o y_ _ .. -r- • _ � PROJECT. DE t $ 24 pN1rS�," 5. THERE SHALL BE NO ALTERATION OF THE EXISTING TOPOGRAPHY OR I l t o tD 4/?r{j Q"fr �' i . 47 I 4 L. ? / Ftoa�D ZONE "AD' REMOVAL OF EXISTING NATIVE VEGETATION SEAWARD OF THE 1978 CCCL, r-t , / -� 6»;."� t8• d / rS(,y'SyA,�' �"rJ --Bg• / DEP1Ha2.0' Q / I r4O /30 4 _ • / EXCEPT THAT WHICH IS SHOWN ON THE SITE CONSTRUCTION PLANS. Cllj i, BLDG. - .r tot ..- PORTE COCHETif--: / � � ,I�121'17"17'W ,.,_�L.._ 6. CONSTRUCTION: OF THE WOODEN DECK SHALL BE OF WOODEN PIER AND RETAININS+_, J to F p ) t4'-s' CLEAR (MIN) \ / //, BEAM WITH OPEN SLAT. WALL .- -' � �... _ _. -•y `,r"' _"' / 227.82 `V � 7. CONTOURS ARE APPROXIMATE ONLY. 1233 4 -6 ^ ` "'" `\ _ L RETENnoN / 1 ® 8. SOLID WASTE CONTAINMENT FOR THE SITE WILL BE LOCATED INTERNALLY j I h Po H.C. SIGN EtJ =i .33 _ ARE 2 �/ x cr " WITHIN THE BUILDING. a E I G / > t 1 ® - E I,•. tr u /�'j 9. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE PRIOR TO tom_. t , CoC ('•) = L33 / / 4.0UNE2 C HfRf {N I 1 - _ _ - _ - - - - - COMBUSTIBLES BEING BROUGHT ON SITE. ACCESS DURING CONSTRUCTION r ASiAL (OP! 1�RUC-tiON MIN -4 r�2g 10 / p4 A �4 F BAR �MnN} ) ��s. _ T at . 3 - �� / SHALL BE PROVIDED BY A MAINTAINED 20' WIDE UNOBSTRUCTED ALL 26. PAGE 26 / t>R , f. 27.34' t� {�}F} 1 c --- \ 16• --26 J 26 18 / J� WEATHER DRI NG SURFACE, CAPABLE OF BEARING THE WEIGHT OF FIRE • AS FtE4Q� IN PLATB� ? 3� 3 - F�JEJGOOROS OF ST. LUCIE (roUUNTY _ - -- -rt ^�"- I _ _ _ DEPTH=1.o 4' _ rn ooD ZONE Ao APPARATUS SEE UTILITY DETAIL SHEET FOR FIRE HYDRANT SPECIFICATIONS - o t` 1 w GATE a �' w - ,' N $ / Cn 10. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED t0.6t0s7 WITHIN ROAD AND DRAINAGE RIGHT-OF-WAY AS A DIRECT RESULT OF NEW 1 / S' �N - (.�,1 J► ® ' P 10 s7' rt ¢ n 0'( -) J \ 'N ¢ ,,, N � I� CONSTRUCTION. L EXIST. FENCE ENT ., -- ,° 7� 1 •� � � '- pN - `� a- .. j ` 11 SITE 51GNAGE SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT \Er F E �~ COUNTY SIGN REGULATION AT THE TIME OF APPLICATION FOR A SITE „M,r.H�RDCRM� 1 s4 ^? ?. r "`•~ s- -- 7 --_ -- 2� �� MnoN L -- - S. o.o0 6 �, �'' SIGNAGE PERMIT. SITE SIGNS SHALL BE LOCATED NEAR THE ENTRANCE AND /O� I tg• EA 4 F. m _ t , EXIT OF THE SITE AND SHALL BE NO GREATER THAN 32 SF OR 10 FEET IN r.,•,ct. ASPHALT , I aAu. tm ° ` 24 E:?Dt HEIGHT PER SECTION 9.01,01(C) OF THE ST. LUCIE COUNTY LAND WASTEWATER CASEIdENT- -----� / t0�ry�,j N 1p3t�•' S �.:'` Box �p _ • 42sT ;f4 / -qCK HIRDCRM� DEVELOPMENT CODE.... at 3o LF 6" WHITE a2 s7 42.sT a, ?�� `-o. r 12. GOPHER TORTOISE BURROWS SCALED FROM THE ENVIRONMENTAL IMPACT aa, 1Fi0,^ ?c,^,F 0 �,. STRIPE `�,' Q �° _ �, / 5'R (TYP.) �I RETEN71oN 20' 1 \ _ f FLODD ZONE 'x• REPORT PREPARED BY ENVIRONMENTAL SERVICES, INC. DATED OCTOBER ACK L. - - - rn --- 1-- '1 AREA 3 - o \\,.n { J -' O J �l 2003. -: a... ._,.L-.�. _- _ d'-.--..4.--..... .--' _,...J /" Lxt`.i 1. SIULWALK N 11s5282.6225 "' N y --- - -L- _ _ _ - L - (1 13. ANY DAMAGE DONE TO THE SIDEWALKS SHALL BE REPAIRED TO THE E 724686.3104 / - / - 24 STOP SIGN �% a SATISFACTION OF ST. LUCIE COUNTY ROAD & BRIDGE OR APPROPRIATE ii-7--' Rt_1 �`'�-.- � �w /154584.2687 �� .- �` ^ - - - 24919.7409 SECURITY POSTED FOR THE REPAIR OF THE SIDEWALKS PRIOR TO THE R/W, PROPERTY LINE do BASE BUILDING LINE R=35' R-3 �8 85' ' ' 1 736•�` wJ ISSUANCE OF THE FIRST BUILDING PERMIT, PROPOSED IMPROVEMENTS TO STATE � 0. w r (Tm., OWNER: OCEANIQUE DEVELOPMENT COMPANY, INC. ___ ROAD A1A SEE FOOT SHEETS i -� nc)� CxISt, ter t-- APPROXIMATE DEVELOPMENT SCH Q II F 925 N. COURTENAY, PKWY. SUITE 28 ` PROP. SITE SIGN (Tm.) "� 'z� i CONSTRUCTION COMPLETE TWO YEARS FROM THE DATE WE RECEIVE THE MERRITT ISLAND, FL, 32953 _ _ - - --- - - NOTICE TO PROCEED FROM THE EARSFLORIDAF DEPARTMENT OF ENVIRONMENTAL PH.(321) 453.-5360 FAX(321) 453-3618 � 292's7 -T-- - C - _ PROTECTION FOR THE COASTAL CONSTRUCTION PERMIT. THE NOTICE TO ENC,INFFR, FLEIS AND BENNETT ENGINEERING INC. -��L - -- - PROCEED SHOULD BE RECEIVED APPROXIMATELY BY MARCH 2O04. 2060 HIGHWAY A1A, SUITE 30$ l A ROAD AIA MINIMUM F.F.E. FOR MAIN STRUCTURE (HABITABLE POEM INDIAN HARBOUR BEACH, FLORIDA 32937 { vrnSTEvrnTER EASE;.1Er;1 ;rA;ILvrAtLt+ LA;LbtL --- ( ) ( ) _- _.,L_�_. �- " ) (ORB TSbS, PAGE 29rs WA$TCWAT[Ft CASCltC;rT-) �WACTFW3fiFR FASFMFNTJ�%.. 1. 18" ABOVE CROWN OF ROAD 321 777-2701 FAX 321 779-2173 Urm 15�5, PAGE 2939 (' ) IpI:I3 :buz, AGL 13ss) (ORB t ,5, PACE 29,16) � ;� a / f�� F.F.E. = 4.90 FT. + 1.5 FT. = 6.40 FT, SURVEYOR: MASTELLER MOILER &REED INC."WALK ." `" w 2, FLOOD ELEVATION ESTABLISHED BY FLOOD HAZARD BOUNDARY MAP - - r �... - -� # _ --_ " - ZONE "VE-15" MINIMUM F.F.E. = 15.00 FT. 2205 14th AVE. - - -+ i VERO BEACH, FLORIDA 32960 / PARCEL NO. PARCEL O. TABULATION: ( ) (561) 564-8050 j' (130-0002-000/6) / (130-000--000/0) PARCEL NO. A BUILDING DATA: 13-STORY, 1ST FLOOR GARAGE, 2ND THRU 13TH FLOORS N 130-0006-"000 / �� ��� ( /4) RESIDENTIAL USE o CROSS AREA t29.35 ACRES C �- PARCEL /' ��=== ,/ SITE AREA 10000 SF MIN t29.35 AC (TOTAL) MINIMUM FLOOD ELEVATION 15.00 FT. NGVD PARCEL A EAST OF SRA1A = 9.35 Ad. /- - - - - - ` - r ' d I/� / SITE WIDTH 100 FT, MIN 700 FT GARAGE FINISH FLOOR EL. 12.00 FT. NGVD (BLDG. "A") PARCEL B WEST OF SRA1 A) = 20.00 qC! ROAD FRONTAGE 60 FT ±736.33 FT GARAGE FINISH FLOOR EL. = 12.33 FT. NGVD (BLDG. "B") ZONINQ6 HIRD X ACTIVE GOPHER TORTOISE BURROW FUTURE LAND USEUNITS ALLOWED: : RM • INACTIVE GOPHER TORTOISE BURROW (9 UNITS/ACh(29.35 AC)=264 UNITS 144 UNITS HEIGHT (BLDG "A") = 10.58 FT. + 11(9.58 FT.) + 10.58 FT. = 126.58 FT. G) GENII STAZF.�gFNT: 0 ABANDONED GOPHER TORTOISE BURROW STRUCTURAL HEIGHT 125 FT 12:3.58 FT ABOVE FLOOD ELEV. o .�, (ABOVE FLOOD ELEV.) (138.58 FT NGVD) (SEE MINIMUM F.F.E. FOR HEIGHT ABOVE FLOOD ELEVATION = 126.58 FT. - (15 FT. -12.00 FT.) FOR MAIN STRUCTURE (HABITABLE PORTION) " = 123.58 FT. THE PROPOSED DEVELOPMENT INCLUDES NINE (9) TAX PARCELS, TAX PARCELS 1423-120-0025-000-2, LANDSCAPE BUFFERS ARE PROPOSED ALONG THE SR AtA RIGHT-OF-WAY L07 COVERAGE BY BLDG. 40% MAX HEIGHT r " 1423-130-0001,-000-9, 1423-130-0003-000-3, 1423-130-0005-000-7, 1423-130-0007-000-1, AND THE NORTH AND SOUTH PROPERTY LINES. NO WALLS OR FENCES 5.93% (BLDG B) = 12.09 FT. + 11(9.47 FT.) + 9.99 FT. = 126.25 FT. 0 1423-130-0009-000-5 ARE LOCATED ON THE EAST SIDE OF SR A1A AND ARE HEREAFTER REFERRED ARE PROPOSED IN THESE BUFFERS. ONLY THE VEHICULAR TRAFFIC BUILDING COVERAGE: 1.74 AC (5.93%) n TO AS PARCEL "A". TAX PARCELS 1423-130-0002-000-6, 1423-1313-0004-000-0, AND WILL BE GATED. HEIGHT ABOVE FLOOD ELEVATION = 126.25' FT. - (15 FT. -12.33 FT.) PAVEMENT AND POOL COVERAGE: PERVIOUS COVERAGE (PARCEL A): 52.26 AC (7.70%)35 AC (1823%) = 123.58 FT. 0 1423-130-0006-000-4 ARE LOCATED ON THE WEST SIDE OF SR A1A AND ARE HEREAFIER REFERRED ALL OF THE PARKING SPACES AND DRIVEWAY AISLES SHALL BE .. n TO AS PARCEL "B". DEVELOPMENT FOR THIS PROJECT IS LIMITED TO THE SR A1A RIGHT-OF-WAY CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED ASPHALT PAVEMENT 1009 PERVIOUS COVERAGE (PARCEL B�' 20.00 AAC. (68.14%1 BLDG. "A" SIDE SETBACK = B(,j�G. DEPTH + 2(BLDG HEIGHT AND PARCEL "A . SECTION PROVIDED WITHIN THE CONSTRUCTION PLANS. THE PROPOSED DEVELOPMENT IS FOR THE CONSTRUCTION OF TWO (2) THIRTEEN (13) STORY CONDOMINIUM THE ST. LUCIE COUNTY UTILITIES DEPARTMENT WILL PROVIDE SEWER, liT 29.35 AC (100%) 4 BUILDINGS (TWELVE (12) RESIDENTIAL FLOORS OVER ONE (1) LEVEL OF PARKING), CONSISTING OF A POTABLE WATER, AND RECLAIMED WATER TO THE SITE. SOLID = 174.00 FT. + 2(123.58 FT.) n TOTAL OF 144 RESIDENTIAL UNITS, FOUR SINGLE -STORY GARAGE BUILDINGS, SWIMMING POOL, UTILITIES, WASTE'FOR THE PROJECT WILL BE COLLECTED INTERNALLY WITHIN DUNE PRESERVATION AREA (2.50 ACRES) 4 N DUNE CROSSOVER, LANDSCAPING AND STORMWATER MANAGEMENT SYSTEM. THE BUILDINGS AND PICKED UP VIA ROLL -OUT DUMPSTERS. USABLE COMMON OPEN SPACE COVERAGE 24.23 AC (83%) = 105.29 FT. THE MAIN STRUCTURES (BUILDINGS "A" AND "B") SHALL BE DESIGNED ON AUGER CAST REINFORCED CONCRETE THE USEABLE COMMON OPEN SPACE SHALL BE MAINTAINED BY THE USABLE COMMON OPEN SPACE MAINTAINS AS NATURAL VEGETATION: 22.08 AC (75.6%) " " PILE FOUNDATIONS WITH THE TOP OF 11iE PILE CAPS LOCATED BELOW THE PROJECTED 100 YEAR EROSION BLDG. B SIDE SETBACK = B . DEPTH + 2 B DG, HEIGHT) LDG (L HE ) N LINE. THE WALLS WILL BE CONCRETE BLOCK WALLS (TYPE I CONSTRUCTION) AND THE INTERNAL PARTITIONS ESTABLISHMENT OF A CONDOMINIUM ASSOCIATION. PARKING REQUIREMENTS: 4 w WILL BE STEEL STUDS. THE GARAGE LEVELS WHICH ARE CONSIDERED' NON -HABITABLE, SHALL BE DESIGNED ON TR TI 0 2 SPACES UNIT X 144 UNITS = �88 SPACES N TO BE FRANGIBLE WITH OPENINGS SO AS TO IMPEDE THE FLOW OF WATER. ALL ELECTRICAL AND C S i%s�� / STTIE PLAIN APPROVED = 90 FT. +42(123.58 FT.) DUCTWORK SHALL BE ELEVATED ABOVE THE BASE FLOOD ELEVATION.; THE OTHER STRUCTURES WILL BE 1, TO THE BEST OF MY KNOWLEDGE THESE DESIGN PLANS AND PROVIDED PARKING: 201 COVERED SPACES DATE G OUN -, = 84.29 FT. o OF THE SAME CONSTRUCTION EXCEPT THE FOUNDATIONS WILL NOT CONSIST OF PILES. SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS - THE PORTE COCHERE, GARAGE FLOOR, AND RECREATION ROOM OF BUILDING "B" SHALL NOT BE ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. 88 UNCOVERED SPACES OARB pF COM COMMISSION SEPARATION BETWEEN BLDG "A" & "B" _ L + L + 2(H + H ) w STRUCTURALLY ATTACHED TO THE TOWER PORTION (FLOORS 2-13) OF THE BUILDING. THE RECREATION 2. ALL EXTERIOR LIGHTING SHALL CONFORM TO ALL APPLICIABLE 2 9 TOTAL* A B A B ROOM WILL BE PROVIDED ON THE GROUND FLOOR OF BUILDING B ADJACENT TO THE SWIMMING POOL *INCLUDES 12 HAND( -CAP PARKING SPACES 4 AND DUNE CROSSOVER. THESE FACILITIES WILL BE MADE AVAILABLE FOR ALL THE RESIDENTS. REQUIREMENTS OF FLORIDA STATUTE 370.12 (MARINE TURTLE D.E.P. SHORE PARR I -CA IMPACT:VTHE RECREATIONAL ROOM SHALL BE ELEVATED TO A MINIMUM ELEVATION OF 15 FEET NGVD TO MEET PROTECTION ACT). ---- -w = 0 FT. + 0 FT. + 2(123.58 FT. + 123.58 FT.) LENGTH AT CCCL = 757.91 FT mlen n) THE MINIMUM TIES YEAR FLOOD ELEVATION. 7W0 TENNIS DENTS. ARE PROPOSED ON THE ROOF OF LENGTH AT IMPACTS 219.04 FT + 258, 7 FT = 477.71 FT 4 ro THESE FACILITIES WILL BE MADE AVAILABLE TO ALL RESIDENTS. SHORE PARALLEL IMPACT = 477.71 FT j 757.91 FT X 100% = 63.037. = 123.58 FT. I twist." PREUMINfII ,.. Top, CCdNSTRUCT1C)N -.__ cr W f N -Ld M tr) (n a) tM x (CjA1 °' ¢ W Q Q Z J In M W n F- I o LLJ to t Z IN N = 0z '.��'f^ , U OQ 0 LIJZ •-/ �U 0a 0 0 uj 2 w v w 0 0 0 3 �r J Z Z OfQ 0 z z 0 U 0 W M O D_ w w Z 0 N F1w- J 0 O O C_ 0 IY 3 it N J 0 w w 3 w Lj 0- CL a IL o it �' 0 cr w 0= 4 M o a � 0 � Q i n 000 0 N 0 Z N M F to cD f� U00In0� N N D z F- M F j¢r.nw ^ cn m v7n_hn Ljj (� 0 .... �.J G ir_' n rNi zz vX Q3 C311j z z =w 06 O = Z "` /�% o W CtQ D: W Z (/ 1 ¢ \ w J = `k w ILij w w m ai Z (Wnn N J M M g vdop O THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED HERE: DATE DESIGNED: CB 5D5 03 DRAWN BY: TE 6/10/03 CHECKED: APPROVED: ACAD CODE: 01490C10 PROJECT NO: 01.490 SITE PLAN SHEET 2 OF 13 OWNER PROJECT DATA SUMMARY— COMMERE_IALIi INDEX OF SHEETS Building Type: Condominium Architectural_ Occupancy Classification: Residential Occupancy - Group R2 Tricon �°. nt Construction Type: 11 Cover Pa e Regyired Fire Separation: Garage/Tenant g 2 Hour Tenant/Tenant - I Hour Applicable Building Codes: A-1 West Elevation J It8r18 Parkwa Building Code:... ..............Florida Building Code 2001 y Mechanical Code A-2 East Elevation Office: Florida 329 3 • • • • • • • • • Ftornda Building Code 2001 MMerritt Isla , Plumbing Code.........................Florida Building Code 2001 / Merritt Island, Fax: (321) 453618 Electrical Code: ...................... National le A-3 North Elevation Electric c Code 1999 Fire Code: ........................... Florida Fire Prevention Code A-4 South Elevation ! Life Safety Code: ............... Florida Life Softy Code 2000 / SUFF UK Accessibility Code:.,........ Florida Building Code 2001 Ch it A-5 Sections -�-- �� ARCHITECT Energy Code..,,., .Florida Building Code, 2001 Ch 13 Elevator 'Code:... ......... Florida Building Code 12001 Ch 30 A-6 Section Continued / F A-7.1 Ground Floor Plan Mw _,,, To "'� 70f w ° w / / WIN A-7.2 Rec. Room Floor Plan .w �/ PA13asic Wnn ENCLOSEDD LOAD DATA architecture ♦ tannin interior design A-8 Floor Plan - Typical Floor Layout Mh ; 1701 S Washingtton Ave. 9 x Z � h� �rn ,� / (321)267-6915 phone (321) 268-5688 fax d Speed J40 MPH 3 SECOND GUST A-9.1 Portico Plans & Details � � 1;y 0A7e. _ ? u Titusville, Florida 32796 Importance Factor: 1.0 x x H H �" airs I Exposure: C A-9.2 Balcony Plans p =rangy / m Structure Category ii y architect, p.a. Internal Pressure Coefficient: 0.55 AR3170 Componts and Cladding Design Pressures: SEE SHEET A-10 Units H & I Floor Plans ##/ ' 5-5 A-11 Unit J Floor Plans t - ' � � d Won D " _/ STRUCTURAL ENGINEER ___ A-12 Unit H & I (Mirrored) Floor Plan l GERDING 3�NGINEERING FIRE SPRINKLER INSTRUCTIONS: R E .F CORPORATION A-13 Roof Plan I DG. "B" a Provide a complete and operational Class III Fire Protection G =AgE F.F. STRUCTURAL ENGINEERING System or as otherwise regpired by the fire authority. The A-14 Handicap Details �s /J sprinkler system shall be designed by a certified fire 780 NORTH DRIVE, SUM E protection engineer according to Florida Building Code Section I / / MELBOURNE, FLORIDA 32934 412, NFPA 13, 14, 15, and all other applicable codes and Mechanical h` 'TELEPHONE: 321 253 1663 regulations, and submitted to the fire authority for a � .. g , Y approval. • FAX: 321 253 3123 The entire structure is to be sprinklered. The system shall M-1 Ground Floor HVAC by protection contractor and _' � a be installed a certified fire / tested in accordance with the fire authority's regyirements. 0 =" 3i d0 sEPH E. GERDIxG PE 42568 ca 7$09 M-2 Units H & I HVAC Layou Q M-3 Unit J HVAC Layout / ARCHITECT'S STATEMENT _, 67 CIVIL ENGINEEF: _ pU� 26204 design I. These _ / r � E plans and specifications are in compliance Plumbing F , C 17 with the standards established in sections I6b-33.007, Florida / F e . oa Administrative Code. pgNF� U. P- 1. l Plumbing Plan No� / � I L'Areor' €� w 2. The components and cladding have been selected, and their p_ 1.2 Ground Floor Plumbing Plan _ use incorporated into design and specifications in accordance g ~'/-VNSILTLFENCE TYPE 2060 HIGHWAY A1A, SUITE 30EI with Sections 6, American National Standards Society of Civil p_2 plumbing Riser s 0 arv, a� s 1NDIAN HARBOUR BEACH, FLORIDA 32937 Engineering 7-88 (July 1990) "Minimum design loads for - (321) 777-2701 buildings and other structures" to withstand the wind loads p-3 Water Riser Continued EDWARD M. FLEIS CLAYTON A. BENNETT FAX (321) 779-2173 associated with the minimum basic wind speed of 125 miles v P.E. NO. 30632 P.E. NO. 53129 EB# 8461 per hour, P-4 Plumbing Details come ut, MARINE TURTLE NOTE: Electrical I. All construction for this project shall conform with and E-1 Electrical Notes -Riser -- abide b all r ST. �.t CIE COL'NTY FIRE DISTRICT Y requirements of section 162.053(5xG) Floridan PARCEL $ �'—' ---- statute, and section 370.12(3xd) Florida Statute with regard E-2 Ground Floor Power & Lightin n REVIER'ED FOR CONIPLIAINCE �► to sea turtle nesting and habitat. SUBJECT To FIELD INSPECTIONS E-3 Units H & I Power & L la SEE ATTACHED REVISION SHEET 2. All exterior lighting that is on the seaward side of the © / / REVIEWED 8�: _ / E-4 Unit J Power & Li h lans ` / - .. �Q project shall not exceed 50w, and shall be placed such that g $ I DATE: the light from any source is not directly or indirectly visible a from any point on the nesting beach. 1f 3. Parking lot lighting shall be constructed such that the light lfe Safety. l; / source, is not higher than 48" above grade, and shall be S-1 -Upper Floors Life fe k, n ��� A SITE LAYOUT l� shielded to prevent direct or indirect illumination of the / nesting beach. S-2 -Ground Floor Life Sa ety Pia T / (SEE SITE ENGINEERING BY FLEIS $ BENNETT ENGINEERING, INC.) I. Provide adegyate 2x solid blocking in all locations where handicapped " Iq'-JO" 20'-411 20'-q11 12'-10" A 20'-q" 12 -1111 12'-1011 201-1 C _ s 40'-I1" accessories may be installed. - 2. 8" Tenant separation walls meet or exceed the I hour tenant separation, i r 5,11�4 F � , , s +„ y w7>'a a „'a y€ tf� _, a +I 0" - \""y_\ 051 regylred as defined in the Florida Building Code. UL DESIGN NO. 420. end g k Y ,� r Rlsf -mil 3. See Structural Drawings for exact sizing 3 locations of all columns 9heanWallS. 0 d' �z h s o& x tii cd G a - i 4. All work must comply with currently adopted versions of applicable Lodes,including,but not necessarily limited to the Florida Building Code 2001 Florida ;" I,1r t'• -1 a F % Fy s , , _o Y 9 F{ ! i.i WI Building Code 2001 Mechanical Code, and National Electrical. Should conflicts arise t F< ,I y , :T between any code regyirements and information shown on these drawin s the _ I r sN, _ O drawings, ,£^" ts"^, , I, , [ .zz,a s wic'`.;. t s a. 4. n. 6 b 10 -0 -4 tl3 10'-0" 1 applicable code Shall govern. 4 j �R E "17 f �zfi c fI G 5. Contractor shall verify all dimensions and conditions in the field. If �a C„ / p dimensional error occurs or a condition not covered in the drawings is 4{�f�,yx���/t',°�; g o: .,.«., +.::4�:a.lA,.a,a »yk , •3`' >.' r3rr x'. ..,'s,vlsr d: y.;"., encountered, contractor shall notify the architect before commencing with that _ portion of the work. 4n o 2/0 -4 I -4 iI -4 - 20 -0 - II 0 1 20 -0 - 23 -4 20 -0 5 1l- " 111-411 " 261-411 II 6. All glazing materials installed within 24" of any door opening and less than Go" above floor level, or within 18" of any floor and over cl rq, ft. in area shall O be tempered safety glazing. Glazing in walls enclosing stairway landings or within ! z O 5 feet of the bottom and tap of stairways where the bottom edge of the glass ! ! w a zo is less than 60" above a walking surface must be tempered safety glazing. I IILw, Glazing materials in hazardous locations, including wails surrounding bathtubs and showers, shall be of approved tempered safety glazing. —1 i l 24 CAR PARKING GARAGE �, „n WI c0 RECREATION ROOM _ N - " SEE SHEET A-7.2 FOR 1/4 SCALE)r C N 7. All appliances shown an the plans shall be installed in compliance with oO applicable codes. All fresh air, exhaust, and relief valve vents shall exit outside - W' of the structure in an approved mariner. Water heaters shall meet the ! I b <` 2324 regyirements of the ig87 NAECA, and shall be so labeled. 8. Walls in areas subject to moisture, including tub -showers and stall showers _ Shall be protected by moisture resistant, materials at a minimum height of 70" _� IS'-0" I - Iq'-8" I'- " 20'-0" I'- " II'-0" above finished floor 70" above drain opening at showers or tub with shower = i Pen g ) o '�sCt",.�'' Cl. Provide smoke detectors at locations shown an drawings. Installations to be En hard wired to 110v electrical service and Interconnected with batter backup. P lot -oil 12 -0 10 -0 28" s �0r I19; 10. Showers shall bee i d with flow control device to limit total water flow to 2.5device, r device Spin per . � Ppe S'.> ld., {sz '� eRrkoa�� "�� � tun ' s�..: S r•-.: 11. Any deviations from these General Notes, or from the materials, Specifications, aneccifitid thni indicated the shall be the responsibility �es caon Plans, PanY of the contractor, and shall be verified as acceptable to the Building Official having jurisdiction before execution. q' 8" M _ 3 —� 3 Wall Legend 5152 53tW 5 16L 6>t58 __ j4 � R � Sl 1/4" - P-0'" EXTERIOR WALL S AREA ONE LAYER e GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE ,vw nee Wet y. sR ®OF Ir METAL STUDS • 16,' O.G. WITH I' TYPE S DRYWALL Q 2I SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUDS. BASED UPON UL DESIGN NOADS 2 HR +I 0" 3 of Tra �x4 Fz RATED CMU BLOCK WALL N I TRAS = 2 1F"'weu Fz ° �� Flre ion AREA I 3 �! fiAl PlxJY we,, +1 4".-4° ®APPLY r STUCCO LAYER OF CEMENTATIOUS COATING OVER 8' Stec �FFE CMU BLOCK PER UL DESIGN NO.g05 2 FIR RATED CMU BLACK ' WALL " G 11 Fn lO �O CONC. SHEAR WALL. SEE STRUCTURAL PLAN FOR DETAILS, SIZE" — — CO I AND LOCATIONS. I �-I O Ds3 WI �FE N COLUMN u_ F4] SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. 41_4" 31_4" ' QI 12,_8u oilII' 6'-0" II„3' D'3 9'-0" -6' q'-011 INTERIOR NCN-LOAD BEARING WALL ONE LAYER a GYPSUM WALLBOARD APPLIED TO EACH BIDE OF 3-1' METAL STUDS 16' O.G. WITH 1' TYPE B DRYWALL SCREWS 171-811 I 181-8" 71-1011 S' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. INTERIOR NON -LOAD BEARING WALL PLUMBING WALL ONE LAYER Uf GYPSUMIN WALLBOARD APPLIED TO FASIDE - J bIN " METAL STUDS 16 O.G. WITH I' TYPE 9 DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL -ONTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. Ground Floor Poor Schedule Mark Quantity Style Door Panel Size - WxH DOOR FRAME _ RATING REMA S size MAT GLAZING WIDTH HEIGHT Thickness MATL Hardware h Hinge D40 2 HINGED -SINGLE 3'-0" x 6'-8" 3'-0" 6'-5. 1 3/8" INS. METAL HM CLOSURE SS q0 MIN INSTAL PANIC DEVICE D41 2 HINGED - SINGLE 3'-011 x 6'-811 3'-0" 0-81' 1 3/8" INS. METAL TEMPERED HM CLOSURE 55 CIO MIN INSTALL PANIC DEVICE D42 4 HINGED - SINGLE 3'-0'1 x 0-8" 3'-01, 6'-8" 13/8" INS. METAL TEMPERED HM CLOSURE :,SS ' 90 MIN D43 6 HINGED - SINGLE 3'-Ol' x b'-8" 31.-0" 6'-81. 1 3/81, INS.: METAL HM ICL05URE SS q0 MIN D44 4 HINGED -. SINGLE 3'-0" z 6'-8" 3'-0" 6'-81" 13/8" MA50NITE WOOD METAL D45 2 HINGED - DOUBLE PR 3'-01 x 61-81, W-011 1 314" MASONITE W00D METAL D46 2 HINGED - DOUBLE PR 3'-O" x G'-0" 61-011 6'-8" 1 3/41, INS. METAL HM CLOSURE 55 q0 MIN D47 2 STOREFRONT DBL PR 3'-0" x 7'-0" 6'-0" 71-0" 13/4"'.. ALUM/GLASS TINTED HM CLOSURE METAL INSTAL L PANIC DEVICE D47 I STOREFRONT SINGLE 3'-O" x 7'-0" 3'-01. 7'-0" 1 3/4"! ALUM/GLASS '.. TINTED. HM CLOSURE METAL INSTAL PANIC DEVICE D45 I STOREFRONT SINGLE 31-011 x 7'-0" 3'-0" T-0" 1 3141� ALUM./GLASS TINTED. HM CLOSURE METAL INSTAL P. Ic DEVICE D4q I BIFOLD - SINGLE 31-ollx 6 -8 3 -0 6 -8" 13/8 MASONITE WOOD IMETAL D50 2 SLIDING GLASS- DOUBLE B'-0" x 8'-011 8'-01, 8'-01, 1 3/4". ALUM/GLASS TINTED ALUMN TRACK D51 I SLIDING GLA55 - TRIPLE 16'-011 x 5'-01' 16'-01. V-01' 1 3/411 ALUM/GLASS TINTED ALUMN TRACK - D52 5 TOILET STALL 2'-10" x 4'-10" 2'-10" W-10" 1/2" MASONITE D53 6 GARAGE DOOR 91-0" x 7'-0" q'-O" 7'-011 21' METAL METAL D4q G FEC L I 20'-011 I'- " 231-411 %W v ''F'"r •/'sf�a's u'.i?5.!; �Ic. sty i 5U4'. �i%"i 3 `1 .'?" G 97t3e 10' 01111412 13414 31132 ! 4 1 - - - .R. , 0 13 0 0 R .t: r;: 5t 6 3313, L. 4102 +I G ' u 5 FEC 3y�. hF w, Wo1 E +I 011 ��� 3 R MP O O w, 1 v LO Ei Fire —1 3 TON S W wa , 2i W.. LOBBY Flm AREA F,re'wN MECHANICAL/ STORAGE _ ELECTRICAL ROOM _ 2vo-e"riaml DOMESTIC I niwx I WATER PUMP 24 -4 1_811 q1 8n till Lill :. — re�Wall D53 041 _1 1-041-1011 4'-011 61_QII ,-Q" 4,-.1 11 _Q1, p p 11 1 1 R I_ 11 ql-On - (h U I 6 q -0 -6 q -0 75 -6 2g1_8uL3 151 all 17'-8" �Op4 182'-8" ing B Ground Floor Layout I 1 PORTICO (SEE SHEET A-q.l FCR DETAILS) Scale: l/S" = P-0" N m. No. Revision/Issue I I I F REVISED PER ST. LUCIE COUNT BUILDING DEFT- JULY 6 2004 I I ! G FIRESEMARSHAL- AUGUST 10 2004 I I I i WINDOW SCHEDULE Number Quantity Style WOW DETAILS REMARKS SIZE WIDTH HEIGHT HEAD JAMB SILL W1 13 STORE FRONT 3'-0' 8'-0' ALUM. Tinted W2 2 STORE FRONT 4'-0" 8'-0" ALUM Tinted W3 1 STORE FRONT 1'-0- 7'-0" ALUMN. Tinted W4 2 HORIZONTAL SLIDER S-O" 4'-0" Obscure glass Note: I. Final manufacture and Model to be selected by Owner 2. All Sliding Glass Doors to have Turtle Glass 3. All Windows facing the ocean to have Turtle Glass. Door Hardware Note: 1. All door hardware shall comply with FBI- Section 11-4.13.q of the Florida Accessibility Code for Building Construction. Door operating devices shall be lever -operating mechanisms, other than doors noted to have push/pull hardware. ! I Building UGII IQEI Z I_IQI 1 architect, g.a. 4e,agwmewmtw i"mlordeay" / °m)eG Name a1M Pdl� Oceanique Building B Highway A1A M ' St. Lucie County, Florida \A y4 �, � p Vro,=.ct SM1at a" r. MF-6O2 t. *4 ' �,, 8/10/04 ARCHITECTUAL NOTES: I. Provide adequate 2x solide blocking in all locations where handicapped accessories may be installed. 2. 8" Tenant separation walls meet or exceed the I hour tenant separation required as2'-6° defined in the Florida Building Code. UL ul,t u PARTUnit I Unit unit I (�irrored) unit H 'Mirrored DESIGN NO. �420. IIALL i n PARTY i, ARTY r 40r_IIn � 41 -11 WALL 33 -7 WALL 33 -8 WALL 33 it PARTY B. See Structural Drawings for exact sizing -- -- - 321- 8'-711 20 -G 12'- 10 20 19 12'- 11 12 y 10 20 -G_ 3r-711 I'-d" 201-7" locations Of all columns It shearwalls. A5 A 61 Age :. O U BalconyR or /� _ _q _ Balcony Rear ( ) Balcony (Rear) - Y (Rear) - - _ _ - _ Balcony (Rear) Balcony (Rear) 33 SF l - 211 5F - - -+ \- - _ 332 SF / D>' 2061 SF �D7> D7,1 CD7J 209 SF (SHOT TO SUB) - - --^'- ---- --- ------ = _��-MIETAL 9-6/E' (24 GAUGE) Qj - - - - - - STUDS • b �a -- �.� mz - - - 24" O.C. STAGGERED - - - - - - _- 2 LAYERS 5/5' FAMILY FAMILY FAMIL Y FAMILY TYPE X G7P. SRO. _ 1-�1 ROOM. ROOM ROpf1 � L IN ALL VERTICALLY STUDS I. 1 MASTER PIASTER � fEDROO. MASTER 3 MASTER Rat I �9 �g II/- BEDROOM BEDROOM 7 BEDROOM BEDROOM BEDROOM Fl. k11 7 Mirrored i . D71 on I Unit N K;ro Wa„ Unit I Unit J 61.a 4011 Unit I ". MUn t reed I 2820 SF 2338 SF _..._ I/2 GYP. BOARD tee. I:le.t A-w r„" yr F1m7 lee. 91re1 . 10 ra. V4 Plm) E b 2330 SF 2332 SF 2820 $F _ (e•• eArst A -II for VA Pli li , eN<t M14 as, Vr Pi les ei A-* far I/4' flan) BOTH SIDES (TAPE AND FINISH) FAI`IILY oBs DBs R0)M [d3 @ D83 DC3 5 1/2' FIBERGLASS INSULATION - II Q N ! e 11 BOTTOM PLATE) I'•,_i w,LC. D7e D7s w.l,c. _ ' /'. rn1 (SHOT To SLAB wa.c. � � w I c- w.l.c. ms D II � II DB4 D-IB _ SECTION VIEW a CD7-0 I �e o Day M4 V74 7 MI 3-SW (24 GAUGE) - �`;� MASTER KITCHE I DINING f rl __ O IT4HEN DINING 5 _ f �l DINING I KITCH MASTER 13 METAL STUDS • -\ BATH ROOM. 1=1- O ROOM I_7 ROOM BATH Ty NI 'T 24' O.C. STAGGERED 2 LAYERS 5/B" 6 D7y w.l.c. w r C w.l C. 9 TYPE 'X' GYP. BIRD.\�\\ w D7s 1`/5 l INSTALLED VERTICALLY KITCHEN O \ _ 1 O O° O W/ ALL JOINTS ON 97U ��.,_JJ _ \ LC� Q O KITCHEN BREAKFAST D79 TI I c' D1*0 d49 BREAKFAST < NOOK 194AHD O " 777 ISLAAID NOOK 0 oa Fire Wolf Flre rJa 1 S 1/2' FIBERGLASS INSULATION a Da3, BATH 7 O O O ® r� O '� ' - HALL BATH BREAKFAST B3 BREAKFAST rest IDeO € BATN O B TN J HALL d NOOK N BREAKFAS .� IM 4YP. BOARD �. I _ __. MASTER NOOK MASTER MASTER NOOK I BOTH SIDES (TAPE _ _ AND FINISH) : r' a` PANTRY EN /� D7e BATH =' B TH BATH 1."y D76 OVEN PANTRY r. 0_. 1 NOTE PLAN VIEW O N "' w.l.c: „ , s' p - - CO3 P7) DBB D7A (D74 �` DI6 W O ce O ® �e3) I. CHALK JOINT WITH 3M FIRE CAULK OR EQUAL WHERE METAL ® D� z], BATH _1 Dea BATu ' . O STUDS OR METAL PLATE MEET CONCRETE. o Dno Deo (�� D ,JD3 HALLHALL HALL 2. BASED ON UL DESIGN NO. U420 FACTORY MUTUAL WI -IS AND/OR ROOM O e Hf Q O sruor �a O.S.U. T-3296 AND GYPSUM ASSOC, FIRE RESISTANCE MANUAL --- DINING BEDROOM uz W srvoY D �l STUDY Y "'! DINING ,6 ROOM ee< B� U BEDROOM C I' I -HOUR PARTYWALL (TYP.) J 5 Q) o e J �' SCALE, 3/6' - P-0" ;9 - �: (VD'D77 - i 5 O 3 r;� FOYER Dag FOYER � Des FOYER 3 ---- _ e W3 LAUND 7 / U LAUNDRY mm LAUNDRY Qa oBa V ', I lO DBz 17 V I I FOYER _ C82 D>9 O BATH " - \\ 0m a I �a) / BATH BATH / n N '9 N I ICI D7a) D7e D7s i FOYER N 1 k' O. II. STUDY 077 I I ® � O 1 O '3 61 I.I � y STUDY Dn 3k I B D03 Ds3 D&3 - _q (� IitS On I Q_ BOTTOM PLATEGAWE) Dl - I I I p N (SHOT TO SLAB) METAL STUDS b /( m 24' O.C. STAGGERED _ 1u76) 3,f D76, C76 3-5/8' (24 GAUGE) p - n -{-7 METAL StF TUDS • .ems ip a µ- I I - Ii'r. 24" O.C. STAGGERED I Dos FL Wm1 iy.c:. Q :.�a, Flre nwn rrr.2wri - O 1� 1 5/0 GYP. BRD. rt1 ,", � - � 11 .BEDROOM #2 BEDROOM 43. _I un BEDROOM tt2 BEDROOM u3 BEDROOM #3 BEDROOM a2 � I 1 r0 INSTALLED VERTICALLY ' f -L_, V ALL JOINTS ON STUDS D76) D76 �7H IPA - _ W2 BOTTOM PLATE S/B' GYP. BOARD p79 TAPE BA H i - " - (SHOr TO SLAB) BOTH SAND FINISH O ° 6 I 1= BATH - 1 2 nr: WA IaA Q - WA 4 (bd4) w4 - . 11 Q \✓ ❑ Cp PLAN VIEW 1 BEDROOM IC3 Dsb r>.<. hail ?%+Lv.. _ I T _ _z . I vr,. w /r O BEDROOM U2 _ I SECTION VIEW - - I, . , . gl_0n l_ n 7'-4° I11_6u 1-S" 51.- n O" 8'-8" II'-Fn II'._C.It 16'_7n ,a'_71' 2, 0, ' oil �nro-<'lu;r OI -I V S y _ -R ,_ e D7n v75 glen �n I -____ -� ,___-_--7�--.______-=_-._:-___.-._-_ 2 INTERIOR PARTITION (TYP.) R _ I'h�ffi - --- --- 6 'li R q.. '- SCALE, 3/81 0 FG< Won o- e r 2 r. CJ 2 w. i V 1 e hall o it Balcanr1Frant Balcony 42 SP o-v w0 we w w7 Fire w n 42 SF r_ -. 0' 6u 4'-2" 3' O21-8n 0" 3'-II" 3'-1111 3r-0113 _O" �i_On I_fo' g1_01 -!oi �1_oil Y61 ,�r_Ov _6, '11 0" 11.-.61 q'_0' 3''-0' '- ° _IOu n 1 n --_ --- - - --- � 0 4 14 _p 4 -10 3 -0 2 -8 3'-0Q -2 0 171-8" 18'-8" 7'-10" --- -- --- - fi �l ------- 182'-8" OUT TO OUT R -- - - -- -- -------- -- - Q 2 6 2q0 - - Typical Floor Layout Scale: 1/8" = 1'-0" a Ha4SOF WALL LEGEND: F�AE a EXTERIOR WALLiwrcam ONE LAYER is GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE OF I[r METAL STUDS B 16• O.C. WITH Is TYPE S ONE LAYER is GYPSUM J4GYPSUM WALLBOARD APPLIED I�-I OF 6' METAL STUDS 16 IN O.G. WITH Is TYPE !,TO EACH SIDE S DRYWALL DRYWALL SCREWS B O.C. EDGE AND VERTICAL JOINTS DRT VERT L JOI SCREWS 0 O.C. 70 EDGE AND VERTICAL JOINTS AND 12 AND 12' O.C. 70 INTERMEDIATE STUDS. APPLY O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SWEET A-B. 12n _SALr'nl_4. Y Wewt I APPLY I s STUCCO LAYER OF I HOUR PARTY WALL ONE LAYER J2' GYPSUM WALLBOARD APPLIED TO EXTERIOR SIDE OF 3-1'' 24 GUAGE METAL STUDS STAGGERED O 24' '-i_J � CEMENTATIOUS COATING OVER 12' O.G. WITH 1 TYPE 5 DRYWALL SCREWS B" O.C. TO EDGE CMU BLOCK. ❑ . AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE `" STUDS. 3-j" R-11 GLASS FIBER INSULATION IN CAVITY. TWO LAYERS V GYPSUM WALLBOARD TYPE 'X" APPLIED. TO 14u SWEAR WALL INTERIOR SIDE OF 6' METAL STUDS. BASED UL DESIGN ❑ 14" CONC. SHEAR WALL. SEE PLAN DETAILS, AND GYPSUM ASSOC. FIRE RESISTANCE NO. U420DETAIL t'FANUAL. STRUCTURAL FOR SEE DETAIL I ON SWEET A-8. I SIZE, AND LOCATIONS. /42• A a C��tl SEE STRUCTURAL PLAN FOR PLUMBING WALL HIGH) ONE LAYER }• GYPSUM WALLBOARD APPLIED OF G' METAL STUDS 16 IN O.C.WITH 1' TYPE o EACH SIDE S DRYWALL H DETAILS, SIZE AND LOCATIONS. SCREWS B O.C. 70 EDGE AND VERTICAL JOINTS AND 12 " ' ' O;C, TO INTERMEDIATE STUD. INTERIOR NON -LOAD BEARING WAI l ONE LAYER 7J' GYPSUM WALLBOARD APPLIED TO EACH SIDE a OF 3-r METAL STUDS 16' O.C. WITH I' TYPE S DRYWALL SCREWS B' O.C. TO EDGE AND VERTICAL JOINTS AND I:e O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-B. Typical Floor Door Schedule -- --- --- - --- - -- W, NDOW SCHEDULE - - Marl< Quantify Style Door Panal Size- W.H DOOR FRAME --- FIRE RATING ---- - REMARKS Number Quantity Style ,WINDOW DETAILS REMARKS Size _ MATL 1 N CLAZI. G I SIZE H1;TCHT MATERIAL WIDTH HEIGHT Tlticlmcss MATL Hattlware Hinge WIDTH HH.40 IAMB S(L.L W1 2 PICTURE '-0" 7'-0" ALUM: D70 2 SLIDING GLASS DOUBLE 6'-0, X �.8'-0" 6'-0" 8 -0" 13/4" ALUM./GLASS TINTED N,M. W2 2 HORIZONTAL SLIDER �.'-0' T-0" ALUM; Transom f>21Ow D71 If SLIDINGGLASS- G A55 DOUBLE-0 - 8 d 8 0" 8 0 g 0' I /4" 3 ALUM /GLASS 71NTED N.M. __ W3 5 S HORIZONTAL .CIDER D72 5 SLIDING GLASS -TRIPLE 14'-O k'e -O" 14'-0' 8 0" 13/4" ALUM /GLA55 _ - TINTED _- _ _ -_ W4 6 _--` HORIZONTAL SLIDER '-0' 5'-0". ALUM-. D73' 3 BIFOLU -SINGLE 2'-O r.'6'-8" 2'-O" --- 6-8" 3/8" I400D W,P7. -- LOUVERED WS 2 HORIZONTAL SLIDER 5'-0" 7'-0" ALUM. Transom below D7A. 5 - SINGLE ' 2'-0x'o-8" 2'-0" 6'-8° 1 3/8" MIRROR ., N.M. -- W5 4 HORIZONTAL SLIDER E'-0" - 7 ALUM. Transom below D75- II 51FOL.D IFOLD- SINGLE GLE _--_ 3'-O >! 6'-8" 3'-0" 6' 8' r 3/8" MIRROR N.M. -__ _ _._ --_ W7 2 CURTAIN. WALL '-0" 9'-2" ALUM. D76 DT7 10 6 BYPASS DYPA55 q'-p x'6'-8" 5'-O v'.6'-8" 4'-0" 5'-O" 6'-MIRROR,---' e" 6'-8.1 13/8" 1 3/811 ALUM./MI OR RR ALUM./MIRROR .MIRROR N M.. N.M. -- -- ._ ____ W8 3 CURTAIN WALL '-0' 9'-2" ALUM. D78 3 BYPASS - 6'-0" x'.. 6'-8" b'-O" 6' 8' 13/8" ALUM./MIRROR MIRROR H M. _ __ W9 1 CURTAIN WALL' '-0" - 9'-2" - ALUM. D79'. 10 POCKET - SINGLE 2'-Ion x:6'-8" 2'_10" _ 6'-8" - - 13,�8" - MA501i WOOD. __ i'�Ot2: 1. Final rrianu a r f ctu e and 2. All Sliding Gloss Do III5 -I All l^llnd011JS faGlnC� the Door Hardware Note: I � Model to be selected by Owner t0 have. Turtle Glass Ocean to have Turtle Gloss. comply with FBC..Section 11-. ). for Building Construct' o r D eo ' a - W GLASS 5 aJER urx>I� 1 n 2'-la x e -a _ a'-1b" 6 g'_ - In nAsowrE = wcroD - --.--- D81. 2 HINGED - SINGLE (EX'rERIOPj 3'-0 x 6'-9" 3'-0" 6-e" 3/4" METAL W/51 DELITE _ 20 MIN FIRE. GLA55 N.M. - SPRING C MIN i'EARATE SIDE CITE WITH 8" COLUhitJ D82. 3 HINGED - SIWGLE EXTERIOR (EXTERIOR) 3'-O x'.6'-8" 3'-O" 6 8'- - 1 3/4" INS. METAL 20 MIN FIRE GLASS H.M. SPRING (> '. D83' 36 HINGED - SINGLE 2'-10 , 6'-8.1 2-10" 6' 8 I8/S" SOLID CORE WC KID -- .'_IN- -_ _ D84. 2 WINGED. - DOUBLE PR 2'-O x V-6" 4'-0' 6 -@ 3/4" MASONITE WOOD ._. -_-- --_ . D85. 5 HINGED - fhmJBL.E - PR 2'-0x 6'-8' 4-0"' 6'-@"- 1 3/4" WOOD FULL HOOD _ -- 1.. All. door hardware sh6li Florida ACCe551blllty Code shall be leVPr-o D86 7. TRASH CFIVIE 2'-O x 3'-0" 2 O"' 3'-0" 2" METAL _LITE_. H.M. cl_OSUP.E 55 : p I''I P,I D87 4 HINGED - SINGLE (EXTERIOP--) 3'-0 >Z.6'-B" 3 -O^� 6'-g f 3/4" INS. METAL H.M. CLOSURE 5S' 0 I-Ilhf ------ -Typical ng Imec an Sims, o er t an do s not ; push/pull hardware. € snM Rev. E A-81/21/04 l ❑ ONE -LAYER !' GYPSUM WALLBOARD APPLIED TO INTERIOR 51DE ®OF IP METAL STUDS i 10 O.C. WITH 1' TYPE S. DRYWALL SCREWS e' O.C. TO f_WE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUDS. BASED UPON UL DESIGN NO.005 2 HR RATED CMU BLOCK WALL e' BALCONY WALL jj APPLY Q' STUCCO LAYER OF CEMENTATIOUS CVATING OVER 0' aa...,r�al CMU BLOCK PER UL DESIGN NOAO5 2 HR RATED CMU BLOCK WALL CONC. SHEAR WALL. SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. rrxr__ rnL LmiN 4 SEE STRUCf URAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. INTERIOR NON -LOAD BEARI - AI I ONE LAYER is GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 3-11 J 8' O.C.ETO EDGE ANDAL STUDS 6VERTICAL JOINTS AND 2'' O�C.LTSCREWS O INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-0. INTERIOR NON -LOAD BEARING- WALL PLUMBING- WAII ®ONE LAYER e GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 4, METAL STUDS 16 ]IN O.G. WITH I' TYPE S DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. I HaM PARTY WALL ONE LAYER }' GYPSUM WALLBOARD APPLIED TO EXTERIOR SIDE OF 3-IIr 24 GUAGE METAL STUDS STAGGERED IF 24' O.C. WITH V TYPE 5 DRYWALL SCREWS 8' O.G. TO EDGE AND VERTICAL 7 JOINTS AND 12' O.C. TO INTERMEDIATE STUDS, 3-}" R-11 GLASS FIBER INSULATICN IN CAVITY. TWO LAYERS g' GYPSUM WALLBOARD TYPE 'X' APPLIED TO INTERIOR SIDE OF 6' METAL STUDS. BASED ON UL DESIGN NO. U420 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL. SEE DETAIL I ON SHEET A-8. PLUMBIWxAIL CA20 Hy [� C ONE LAYER Y GYPSUM WALLBOARD APPLIED TO EACH SIDE OF b' METAL STUDS 16 IN O.G. WITH I' TYPE 5 DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. MINIMU FIRE RES15TANCE OF WALLS, PARTiTION5 AND OPENING PROTECTIVE5 COMPONENT SHAFT ENCLOSURES (STAIRWAYS* ELEVATORS) ALL REFUSE CHUTES REFUSE CHUTE ACCE55 ROOMS REFUSE AND LAUNDRY CHUTE TERMINATION ROOMS OCCUPANCY 5EPARATION5 (RESIDENTIAL) WALLS AND OPENING PARTITIONS PROTECTIVE5 2 Hr. 1-1/2 Hr. 2 Hr. 1-1/2 Hr. I Hr. 3/4 Hr. I Hr. 3/4 Hr. I Hr. 1 3/4 Hr. See sheet E-I for Fire Sprinker Notes, Fire Alarm, and Ernergaicy Power Notes, Scale: 1/4"=V-0" mC[ R1OR WALL ONE LAYER !V GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE Fil®OF Ig' METAL STUDS 1 I(., O.C. WITH I, TYPE B DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUDS. BASED UPON UL DESIGN NOAD5 2 NR RATED CMU BLOCK WALL ® APPLY r STUCCO LAYER OF CEMENTATIOUS COATING OVER 5' CMU BLOCK PER UL DESIGN NO.045 2 NR RATED CMU BLOCK WALL WEAR wA1 L • :• � COW. SHEAR WALL. SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. SEE � PLAN FOR DETAILS, SIZE, AND LOCATIONS. INTERICAZ-bi(2H—IO&D-JW.Mblfi.KALI. ONE LAYER }' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 3-r METAL STUDS 16' O.C. WITH 1' TYPE S DRYWALL SCREWS 5' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. INTERIOR NON -LOAD BEARING WALL PLUMBING" WALL a ® ONE LAYER e GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 6' METAL STUDS 16 IN O.C. WITH I' TYPE S DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. I HOUR PARTY WALL ONE LAYER !" GYPSUM WALLBOARD APPLIED TO EXTERIOR SIDE OF 3-r 24 GUAGE METAL STUDS STAGGERED 1► 24' O.C. WITH I' TYPE S DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUDS. 3-Jj' R-11 GLASS FIBER INSULATION IN CAVITY. TWO LAYERS r GYPSUM WALLBOARD TYPE 'X' APPLIED TO INTERIOR SIDE OF 6' METAL STUDS. BASED ON UL DESIGN NO. U420 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL. SEE DETAIL 1 ON 644FET A-8. PLUMBING WALL !42' HIGH) a ONE LAYER of GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 6' METAL STUDS 16 IN O.C. WITH 1' TYPE S DRYWALL SCREWS 6' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. Ground Floor Life Safety ]Plan Scale:1/8" = l'-0" PORTICO Life Safty Notes: See sheet E-I for Fire Sprinker Notes, Fire Alarm, and Emlergancy Power Notes, MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS AND OPENING PROTECTIVES WALL5 AND OPENING COMPONENT PARTITIONS PROTECTIVES SHAFT ENCLOSURES (STAIRWAYS 4 ELEVATORS) 2 Hr. I-1/2 Hr. ALL REFUSE CHUTES 2 Hr. 1-1/2 Hr. REFUSE CHUTE ACCESS ROOMS I Hr. 3/4 Hr. REFUSE AND LA NDRY CHUTE I Hr. 3/4 Hr. TERMINATION R=MS OCCUPANCY SEPARATIONS (RESIDENTIAL) I Hr. 3/4 Hr. No. Revision/issue R.. F REVISED PER ST. LUCIE COUNTY BUILDING DEPT— JULY 6, 2004 G REVISED PER ST. LUCIE COUNTY F,RL MARSHAL— AUGUST 10, 2004 OWNER PROJECT DATA SUMMARY— COMMERCIAL INDEX OF SHEETS Building Type: Condominium Architectural " Occupancy Classification: Residential Occupancy - Group R2 l Construction T II -- — -- a 1 Cover Page �q Required Fire Separation: Garage/Tenant 2 Hour a �} �/ - Hour — --- - - --- - 92� N. �+Q�� Lay ��rWa7 ApBuildin Bui�ldeng Codes, Tenant/ Florida Building Code 2001 A-1 West Elevation ____-_ _ _ Merritt Island Florida 32953 Mechanical Code .... •:".......Florida Building Code 2001 A-2 East Elevation , lumbing Code .......Florida Building Code 2001 A-3 North Elevation / Office: (321) 452-1789 Fax: (321) 453-3518 Electrical Code: ...................... National Electric Code 1999 Fire Code:... ................ Florida Fire Prevention Code A-4 South Elevation / Life Safety Code ...................................... NFPA 101 1997 Accessibility Code;.. ... Florida Building Code 2001 Ch 11 A-5 Sections SUFT UK � Buhr uNE - �-- Energy Code ... Florida Building Code 2001 Ch 13 ARCHITECT Elevator 'Code: ........ ....Florida Building Code 2001 Ch 30 A-6 Section Continued / _n F A-7.1 Ground Floor Plan NA roE „�, ,� �G, / / — MIND LOAD DATA A-7.2 Rec. Room Floor Plan �SE / 11 _ �, �� M architecture ♦ planning ♦ interior design PARTIALLY ENCLOSED A-8 Floor Plan - Typical Floor Layout "� cq �,� N n /� �� N7 / 1701 S. Washington Ave. Basic Wind Speed: 140 MPH -3 SECOND GUST 03 v° O d (321)267-6915 phone (321) 268-5688 fax A-9.1 Portico Plans & Details x ? +uti O' 4� aj S' / " Titusville, Florida 32796 importance Factor: I.0 x ':�Er�naN = h� IN MAX 2� � �a iD M15 �SW Exposure: c A-9.2 Balcony Plans / O x I 1 me q Structure Category i i architect, p.a. A 3170 Internal Pressure Coefficient: 0.55 A-10 Units H & I Floor Plans Componts and Cladding Design Pressures: SEE SHEET A -I I Unit J Floor Plans s �,, STRUCTURAL ENGINEER A-12 Unit H & I (Mirrored) Floor Plan / -- "'' c D • / �r FIRE SPRINKLER INSTRUCTIONS: 4 GERDING ENGINEERING CORPO TION A- 13 Roof Plan \ R E .F Provide a complete and operational Class III Fire Protection LDG. "g" � System or as otherwise regyired by the fire authority. The A-14 Handicap Details STRUCTURAL ENGINEERING C--A3 F.F. /` - sprinkler system shall be designed by a certified fire : 760 NORTH DRIVE, SUITE E protection engineer according to Florida Building Code Section MELBOURNE, FLORIDA 32934 412, NFPA 13, 14, 15, and all other applicable codes and Mechanical - TELEPHONE: 321 253 1663 regulations,and submitted to the fire authority for approval. w ' > L PAX: 321 253 3123 T installed structureba cer is to led fie sprinkle ion. c he system y t a shall M-1 Ground Floor HVAC tested in accordance with the fire authority's requirements. p , J3 708EP1I E. GERDING PE 42568 A 7308 - y p M-2 Units H & I HVAC Layout M-3 Unit J HVAC Layout / F / CIVIL ENGINEER ARCI-IITEGT'S STATEMENT ti 7 =1 67 =, 67 F.F i A 1 I. These design plans and specifications are in compliance P111111b1n 3L \vj with the standards established in sections 16b-33.007 Florida g / .. EL. _, .00' _ Administrative Code. P-1.1 Plumbing Plan / l.- 2. The components and cladding have been selected, and their g"° ' use incorporated into design and specifications in accordance P-1.2 Ground Floor Plumbing Pl nor ,mF 2060 HIGHWAY A1A,SUI 308. with Sections 6 American National Standards Society of Civil � `LAMMUKE _ -� _ INS FOOT r� E y P-2 Plumbing Riser _--"' s"T �"cE INDIAN HARBOUR BEACH, FLORIDA 2937 : b ~"------_"-'�'°"- '' � Engineering 7-88 (July 1990) Minimum design loads for 3 70£LEV.A2p 3--- - a (321) 777 2701 buildings and other structures" to withstand the wind loads M - EDWARD M. FLEIS CLAYTON A. 13ENNETT FAX (321) 779-2173 associated with the minimum basic wind speed of 125 miles P 3` Water Riser Conti ed u P.E. 110. 30632 P.E. NO. 53129 EB# 8461 per hour. P-4 Plumbing Details - MARINE TURTLE NOTE: Electrical n --- —_—__ �p _------ --- ----- _ y — _ _ -_ ST.LUCIE000My I. All construction for this project shall conform with and E-1 Electrical Notes -Riser' -- 1 _ 1-- - PIANREVI abide by all requirements of section 162.053(5xc) Florida _ Ground Floor Power & Lighting Plan PARCEL Statute, and section 370.12(3xd) Florida Statute with regard E 2 G oun g B to sea turtle nesting and habitat. �* BLDG: E-3 Units H & I Power &Light Plans STA7M/ DATE: y� 2. All exterior lighting that is on the seaward side of the q ® / ELEC: ` E-4 Unit J Power & Light Plans project shall not exceed 50w, and: shall be ,placed such that g / DATE: y the light from any source is not directly or, indirectly visible from any point on the nesting. beach. - PLUMB: Life Safety DATE: a 3. Parking lot lighting shall be constructed such that the light / ��������� ���� ��� DATMEGH; source is not higher than 48" above grade, and shall be Lei�'t -1 -Life Safety Plan / A: r ,# shielded to prevent direct or indirect illumination of the / nesting beach. / (SEE SITE ENGINEERING BY FLEI5 4 BENNETT ENGINEERINi"X, INC.) a a I JIB Ut U IIIII �Illliliililllllllllll Ililllillil�lilill� � Illiillllllllllll (IIIIIiiIIIIIL INlllllllililllilll llllllllllll! IIIIII�'iiilillili lllllliiillllllllllll IIIII1111IIINIill�lllllllllllllilllll IIIIIIIIIIIIII ding Heigh 4�+1.3$'-7" "Roof 15th Floor+ nlsh Floor 12th Floor '-7- 40ARsh Floor IlthFloor,,�+�Qq -2" ash Floor loth Floor + q" �flnlsh Flo gthFloorw+90.'-4" "Finish Floor 8th Ftoor�+ -11' "Finish Floor 7th Fioar + 1'-6• finish Floor 6th Floor +6 ' h 1• mesFlaor 5th Floor8• 0"Finish Floor 4thF1oor,043'-3" rush Floor 3rd Floor +3LIV' 'Finish Floor 2nd Floor +24'-5" finish Floor Rec Roorcy�+15'_ O' *Finish Flo or lain Garag-O" �nM Fliw- u EI-EVATER ROOM North Elevation Scale.1/8" =1'-0" 11 r� 9 C _ua U I CCNC. ROOF TILES ON WOOD CHANNELS ON DRY -IN FELTS PER MFG. SPECS ON 90 PLYWOOD 5HTG. ON PRE-ENG WOOD TRUSSES AT 24' O.C. DESIGNED BY TRU5S MFG'R BUILpNG •C 55 aM 4nW WE GUTTER TRIM ROOF SLAB 4 Elevation rmkaxmne aw aaacs Oceanique Building B Highway A1A St Lucie County, Florida. C . R TALES OM WOO CI WNEIS ON MV5.9 MLT PM F . SPECS om PLTNOOo S G. W PRE- L 7RV55! AT 2e 04. aESi6REa ey TR m R M a N V Building Heights+l38'-7" 00 13th Floor +I B'-O° , sh Floor 12th Fla�l-��s+� �l��8 -7" "Fhlsh Floor Iith Floor +I 9'-2" Inlsh Floor IOth Floors+ -9" 'Finish Floor 9thFloor + 4" Wish Floor 8th Floo11" Vsh Floor 7th Floocc+2L'-6° rnsh. Floor 6th Floor +Inish62'-1" Floor 5th Flaar + 8" In sh Floor 4thFloor + 3'-3" mreh Floor 2nd Floor.++2q.' 5" nlsh Floor Rec Roar + r -O" "Finish Floor Main Garagew,+13'. 0° Imsh Floor TER MACHINE BETOND 11 11 11 11 Ik South Ele tl Scale:1/8" = l 0" Ind LE O h z J O V A~ 8 J LL M 6 a' a ` d A � 4 4 r� t Y� South Elevation �n> Mtres anique Building B Highway A1A (ist. Lucie County, Florida MF-602 Rev, C esE A-4 8/27/03 1 I" I I/4" TO 2`___\ MIN. POST SPACING 5'-0" TYPICAL VENT CM MD SMOOTI STUCCO ON POLYSTYRENE MOLDING O.Ir OVERFLON SCUPPER (SEE ROOF PLAN SHEET A-13 FOR I.00ATIOftS) 3uiidinq Heigh 111 +13 '-7" 00 13th Floor,.+128'-O" n sh Floor 12th Floor +n " �nlsh'-7Floor Ilth Fioar,,��+�pq -2" Leh Floor loth Flaor inlsh Floor 9thFloor,��gQ� -4" �n'ish Floor 8Lh Floor,+''FII" inish Floor mish Floor 6th Floor,,,e+G2 -I" ash Floor 5th Floar finish Floor 4thFloor,�+�3 -3" ash Floor 3rd Fl01. oor,.+33sh Floor 2nd Floor + 5" Knish Floor Rec Ro-4N5'-O" -a("sh Flaor Main Garogee,+l3'-Oh° mesFloor ci c u 5 B Fn F a LL N P LL S a G L a i e� �IIIlII1III =' ,. Y �Ii IEIIIlI1 �Il�III III �I' ,,1'�IIIIS� .: ii :. III111�11►I ��II'I��ii►1 �111111i�. �llb►,I���ll,ll � , �' II��IIII L. ..lid I Il�Illl�l'�. II .4 j 9I�IIIlilt IIi�llll '�' IIIIIIII i IIIIII,�, ,. �I61 I.�II;IIII. , II�II'l 11I!IIIlIIp��l,li , lilt Illl���lilr.. 1�Illllllll� . 1111L��', I� Scale:1/8" =1'-0" BIIGGN SHALL BE PLACED STAIRWELLS "CATIONG EACH LANDING D THE DIRECTION OF T DISCHARGE. 42.00 4TAL TION Iq.63 4 < O a 4 n a. 4 da 4' I 4 d' y a. 0 311 ROUND ® 2"x2" SO. ® q" SO. PIC Q 2"A" CHAT Q SLIDE TAE W/i11X I _44iE, ©_4"x5"xi" 8, IIx3" S.S. SET IN E CAPS ON NOTES: I. DESIGN COr 2001 FBG t NI 2. ALL -WELD[ Alumnur 30.85 13.75 23.38 25.00 SIDE VIEW 4'q 4 4.. '1 �7 O 4 A < _r IAX PICKET SPACE 3 611 CAP .125 .125 .062 OC13 .125 3E,PLATE 4EGE ANCHORS OXY w/ PLASTIC IES w/SECTION 1015 t 1608 OF 101 I9g7 ED. ALLINNUM RAIL SYSTEM Rai l 0.5 DIA HOLE -. O O 22.13 19.88 I Iq.37 0 4"X14" S:S. DRIVE PIN (x2) 14.13 1.50 15A0 5.30 3.56 STAIR PRESSURE FAN (ONot to Scale 41 SPHERE (MAX) 6 SPHERE (MAX) YY Scale: 1/4" =1'-0" 13"h Floor O NOSING' —(TYPICAL) le Floor ALUMINUM RA WITH BAKED I FINISH "Floor If 0„ I PICKETS WELDED SO% CONCRETE ANCHOR TYPE PER ENGINEERING REQUIREMENTS BASEPLATE SIZE AND THICKNESS PER ENGINEERING REQUIREMENTS TOP OF FINISHED CONCRETE— Slide Tab Detai 1 3 11-011 ISOMETRIC VIEW RAILING POST 4� o c d Q 4 e' yn . c c 4' 4: '4 . V. <; 4, / 3 Railing Section 3 It -011I r 1 511 22" s 'I 1§1 � W I I 411 i 5' T' O RAIL CENTER, C Post Plan Vie�uOn SIDE VIEW SECTIONS SECTIONS SHIP ID# QTY W (in.) H (in,) WIDE HIGH SEC. 1-1 1 30.00 30.00 1 1 1 AXLE BEARINGS: ACETAL W/ SS BALL START OPEN PR. (in. WC): 0.05 JAMB SEAL MAT.: EPDM aVI ' •� ,s " (" IPER to Scale Buildino Sections ' frn Namc aN Adam archimed:fRa.d� r�Dkdnmc xmo44ess Oceanique Building B Highway A1A St. Lucie County, Florida P�Okd 510.Y Mr--602 Rev. C Ix le �[ — /27/03 /�\\ 9}4YI�9 2 is Ground Floor Door Schedule 109043LI Mark Quantity Style Door Panal Size - WxH Size MAIL GLAZING - -- FIRE RATING MARKS ! WIDTH HEIGHT Thic ess MATL Hardware Htn e g D40 2 HINGED - SINGLE 3 -01, 6'-8" 3' 0" 6'-8" f 31,81, INS. METAL HIM CLOSURE 55 GO MIN INS ALL PANIC DEVICE D41 2 HINGED. - SINGLE 3'.-0" x 6'-8" V-O" 6'-8" 1 B 8" INS. METAL TEMPERED HM CLOSURE 55 90 MIN INS ALL PANIC DEVICE D42 4 HINGED - SINGLE 3'-0" x 6'-8" 3'-0. 0-8" 1 3 8" INS. METAL TEMPERED HN CLOSURE 55 : CIO MIN WINDOW SCHEDULE Number Quantity WINDOW Style SIZE MATERIAL WIDTH HEIGHT DETAILS REMARKS HEAD JAMB SILL Wi 13 STORE FRONT 3'-0" - 8' 0" ALUM. Tinted W2 2 STORE FRONT 4'-0" 8 0' ALUM Tin led W3 1 STOREFRONT 1'-0' 7'-0" ALUMN. Tinted W4 1 2 HORIZONTAL SLIDER 3'-0" 4'-0" Ob SCUre glass D43 6 HINGED - SINGLE 31-0" z 6'-8" V-O" 61.-8" 1 3 8" 6" 4" 4" 4" 4" 8" q" 4" " INS. METAL MASONITE MA50NITE INS. METAL ALUM/GLA55 ALUM /GLASS MASONITE. ALUM/GLASS AWM/GLASS MASONITE METAL TINTED TINTED TINTED TINTED HM WOOD WOOD HM HM HM WOOD. ALUMN ALUMN CLOSURE SS GIO MIN - METAL METAL CLOSURE SS CIO MIN CLOSURE METAL INSTALL PANT DEVICE CLOSURE METAL INS FALL PANIQ DEVICE METAL TRACK TRACK METAL Note 1. Final manufacture and Model to be Selected by Owner 2. All Sliding Gla55. Doors, t0 have Turtle Glass 3. All. Hindows'. facing the! ocean to have Turtle Glass, I Door .Hardware Note. 1. All door hardware 5holl, comply with FBC Section 11-4.13.q of the Florida ACCe551blllty COde. for .Building Construction. Door operating devices shall be lever -Operating YYIeCI'tanISYY1S� Other than doors noted to have push/pull hardware. - I D44 4 HINGED -SINGLE .3'-0" x 6'-8' 3'-0" 6'-8" 1 3 D45 2 HINGED - DOUBLE PR 3'-0" z 6'-8" 6' 0" 6'-8" I. 3 046 . 2 HINGED - DOUBLE PR 3'-0" x 0-6 -6'-01 6'-8" 1 3 D47 3 STOREFRONT DBL. PR 3'-0" x 7'-0" 6'-0" T-0" 1 3 D48 I STOREFRONT SINGLE 3'-0" x 7'-0' 3'-0" 7'-0" 1 3 D4q I BIFOLD - SINGLE 3'-0" x 6'-8" 3'-0" 6'-8" 1 3 D50 2 SLIDING GLASS- DOUBLE 8'-0". z 8'-0" 8'-0" 8'-0" I B D51 I SLIDING GLA55 - TRIPLE 16'-0" x 8'-0" 16'-0" 8'-0" i 3 D52 5 TOILET STALL 2'-10" x 4'-10" 2'-10".. 4'-10" I/ D53 1 6 GARAGE DOOR 9'-0" x T-O" 9' 0' T-O" 2' [NaYit ect p.a.♦ h"alIX"p Xj noka nax mu at Oceanique Building JB Highway Al St. Lucie County, Florida n cc suet r1F-6oz MINN a,,n Rev. D A n I o 11 S Y 12/ 19/ 03 g01_0l 4'-61, 3'-0" 3'-011 3'-0" oi'_01 3'-0" 3'-011 3'-0" 3'-0"i 151-011 0 8'-10" 3'-0" 3'-O" 3'-0" n _ r� f,I Ig 8 3-011 '6 I w 1 CV I 6 8 1 n 5 4 ',� 2 -O 4s, o I - I er 11 LO DECORATIVE BILLIARD I CID _j E _ ( �/ �\ �(., %'7 �� J �\ "%%?\�� �` _/y✓ \�� COLUMN -- --- -a q� w s, Ew UJI ljln 6 G / s ( E pq � I �r - LOUNGE oar 2, 1 41-011 TRASH i I �'. /� i Cam\ / �� r�� /� \ / \/,i•\ _� \ iL/`��_._-_ .{-) -?- ___._- �, AREA r LO 211-411 i M 1 it j � / 9�12 PI r \ / 31-0" 4'-8" 10' A ICAP H ND RAMP I ry a iC� G v FOYER-m .�.M -- - — — — — — — — — — — — — -- -- — co `o I ' 41 -�" - 1 1n 0 o FETRY 159'_0°. 4'_1,1 4n 12�-oin 4',_0" 411 101-4f1 — ". b I I 9 BAR WOMEN'S RESTROO 0 it MEN'S °RESTROON m - o „ 0 J 0 o I I 35#3 37 3 3g44 41442 43 4 I a N O O m 7W I II II _a O 2 g 71_Di 3 N I)AM 3'-0" 5'-011 41-I" O- n IO I ACHE 4i On 22'-5j1 d I I `o v II '1 co 1_0 II v { TALL-2= Op 21&22 23�2 25f2 27 2 29 3 31&32 33ff3 _O e m R1 METALS ORIGE CAGES - -SEE MFG. RA ING'S FOR TENENT STORAGE ro ° o„ SPE6FICATION AN DETAILS I p .g ,i ° S'-011 6'-6" 4'-211 Typical I� I `j Oi 1�2 3$4 5rCG� 7$8 '1�10 N$12 38I 581 � 7�I$ II r STORAG o M I 7777 EXERCISE ROOT I w.. I —----------- — oe I I x _z — — — — — — — — — —Rec. Room �11 T � A 1 1 1 0 4 m SOOT Plan m 4' C { i Y4( Me:19i4i J®yl �I n }� Rew Room Floor Plan Area ton ' Room Name Net Floor Arealrmkvxxareamameg ,, $Cal¢: 1/4" = 1'-0" 0 RAGE RESTROOM 139 SF Oceanique Building B ME rRooM 168 SF Highway A1A LOUNGE 1214 SF St. Lucie County, Florida KITCHEN 162 SF HANDICAP RAMP 153 SF HALL-2. 89 SF s 1 MF602 , y i1 HALL-1 92 SF Rev. D FOYER 274 SF axe wo 1 EXERCISE ROOM369 ENTRY13SF q 1 / BILLARD ROOM 412 SF BAR 271 SF 3549 sr1 ARCHITECTUAL NOTES I. Provide adequate 2x 5olide blocking in all m locations where handicapped accessories may Y be installed. 2. 8" Tenant separation walls meet or exceed the I hour tenant separation required as Iaz1-8 defined in the/ Florida Building Code, UL UnitH PARTY Unit I PARTY Unit J PARTY Unit I (Mirrored) PARTY Unit H (Mirrored) DESIGN NO. �420. 1 II , II I_ 11 I It 40 }I WALL 33 -7 WALL 33 8 WALL 33'-� cL WALL 40 -11 321,41I I $1_711 20'-q" I2'-10" 20'-9a 121_ 1" 12'-10' 20'-q° , S'_7° 111_9a 201_7n 3. See Structural Drawings for exact sizing ____ -_,_ 8 locations of all columns f shearwalls. A-5 A_6 A-5 BalconyRear — Balcony (Rear) _ _ _ Balcony (Rear) e Balcony Rear _ - - - _ \ Balcony (Rear) 332 5F / / Y (Rear) —� 211 5F y ( ) \ \ 332 5F BOTTOM PLATE - // / p>' 20Q 5F ml D71 p71 20q SF , , 71 \ \ (SHOT TO SLAB) \ 777: 3-5/8' C24 GAWEJMETAL STUDS @24' O-C. STAGGERED CU TERS GYP• BRD. IROILY OOM FAMILY ROOOM FRMILYOOM ROOM I I INSTALLED VERTICALLY - MASTER MASTER MASTER MASTS MASTER _ W/ ALL JOINTS ON STUDS `9 Dn BEDROOM BEDROOM BEDROOM � BEDROOM. BEDROO BEDROOM o I,' I 3 Mirrored <wll Mirrored D71 I I m I I Unit H F 'wa„ Unit I Unit J re'w„ Unit I Unit H I I In 2820 5F 2338 5F 2330 5F 2332 5F 2820 51F - (SN 61wee A-* f> 1/ PIa,) III (3w 5M^t A -IS Fs 1/4' 4'Iaf1 (Bee &feet A-11 for 1/4- MM) (See 51W1 A-12 for 1/4' R.) (Sro e t A-12 far 1/4• MmJ 1/Y GTP. BOARD BOTH SIDES (TAPE AND FINISH) FAMILY �3 ' Da3 ROOMZ�� 3 1/Y FIBERGLASS INSULATION I D]I _ o BOTTOM PLATE N w.1.c. 0>5 D75 w4.G I I D7s D (SNOT TO SLAB) - i De4 n7a � I DJB Dl0 I D04 SECTION VIEW 8 Dl4 R 8 3-5/S' 24 GAUGE) _ �'/ O O O D>4 ( - O INW ( wl MASTER. OKITCHE DINING 5! ITCHEN DINING y DINING METAL STUDS @ 24" O.C. STAGGERED _I KITCH MASTER O -� ! BATH ROOM O ROOM ROOM wl � w Lit 79 " 2 LAYERS 5/B' 6 D>9 to I TYPE 'X' GYP. BRD. We A D7s O D7s O INSTALLED VERTICALLY KITCHEN O a O . �'a'i. _' tO ° O KITCHEN W/ ALL JOINTS ON STU y BREAKFAST D79 ? 15LAND D79 D79 O BREAKFAST ..i, ':yf; �. NOOK 1 • ,} IAnWp O _ 7 O Firt won Fire Wli 3 1/2' FIBERGLASS INSULATION O NALf... pea BATH BATH • 083 Da3 BATH B TH Da3 HALL. I/2' GYP. BOARD V BREAKFAST 3 B EAKFA5T BREAKFA5 �. v IT BOTH SIDES (TAPE I- I -' --- NOOK MASTER NOOK MASTER MAST NOOK -- I AND FINISH) r. PANTRY OVFPJ D76 ' BATH ® BATH BAT .' r -I I NOTE: PLAN VIEW ° N °]6 w.l.c. mb EN PANTRY - ryiY O D33 D>d DB3 D74 ') O76 CO 1. CHALK JOINT WITH 3M FIRE CAULK OR EQUAL WHERE METAL ® p 0 D°3 l Da3 Dan ms D STUDS OR METAL PLATE MEET CONCRETE. a De0 6' Da3 HALL O HALL O HAI I.. ` �3 BATH om BATH \ Da3 3 D83 2. BASED ON UL DESIGN NO. U420, FACTORY MUTUAL WI -IS AND/OR O DINING 3 STUDY STUDY F e W II w4 R001,7 1 Wr.wen 7 STUDY DIINNINI�G we 0.5.U. T-32% AND GYPSUM ASSOC. FIRE RE51STANCE MANUAL O O O C� Q BEDROOM #2 Des fire I �s BEDROOM # -HOUR PARTYWALL (TYP.) ° 5 (� o a (� 5CALE: 3/8' - 1'-0' I� •9 Dir Dn p97 O a O W3 FOYER oe9 LAUNDRY O we FOYER Da3 LAUNDRY r O FLAUIRY O FOYER BATH �2 3 w3 pet L e BATH BATH - I V I I FOYER D79 Da3 \\ W9 Da3 019Vt(1 i0 N D85 D73 D73 _ FOYER I I N to STUDY DB1 I I N 6 I IDe O _ a1 I I D77 O ®� M3 053 1 063 DM De3 O ]> STUDY BOTTOM PLATE 3-5/8' (24 GAUGE) I et 1 (SHOT TO SLAB) METAL STUDS 0 d) qq N y 24" O.C. STAGGERED D>6 D96 D76 ' 'D 3-5/8' (24 GAUGE) �I, 7 W. _ METAL STUDS 0 I O I 2 . I I ' Hr, I I 24' O.C. STAGGERED O03 FPe ueu O Fir" wen Fo-e wan Dns I 6/8, GYP. BRO. «1 Wz M BEDROOM #2 BEDROOM 93 I DT] BEDROOM tt2 BEDROOM tt3 BEDROOM tt3 iBEDROOM #2 �j I 0• M INSTALLED VERTICALLY O pp I r r yp Nor ALL JOINTS ON STUDS Z DJ6 U]6 D76 BOTTOM PLATE 5/8, GYP. BOARD - D]9 BATH BOTH SIDES (TAPE -1 - _ ! I /-Q (SHOT TO SLAB) AND FINISH) O - 6 1 I BATH D79 'V/ I O O BEDROOM #3 e O oeu I 21r. w4 u4 O wa wq wq O - I wn 1 Fo-itw' pe6 _e 1 PLAN VIEW o ns BEDROOM #2 w"11 -.- - SECTION VIEW - _Ln n n 1 W I p "^ - F re lHbll , .,....: _11_On 1-. q 7'-4" II vJ— - -8 5N 2 -0...8 'V III=�11 _---- ---__III-y11— _.. -_ �l' ---- 61._7n In m --- 2 INTERIOR PARTITION (TYP.) O DJS 1 DB] I GO I CB] D>e SCALE: 3/8' 1'-0' D7D _ 3 2 w. 2 W 070 W9 6 Ib. Firc Wall Firc Walt O re W 1 Balcony (Front) I _ _ —. O I 3 Balcony (Front) -I A2 5F wr W7 F u " 42 5F.', fF �e , m 1 41-211 31-01 121-811 3'-0' 3'-II11 31-II" 31.-0131-01g_1-a '-01y1-pI-( _6' S-031-100gr_0g_0_O4-1014_0. 431_0 I ,_ II I I_ nI_ n 12 8 [3'-G 4 2 10 6 [3,-011 a s 1 11 , 17-8 Its 8 7 10 78-6 --� I 18'-8" 17'-8" _ _ 1 11 � 1 n 1 n I uIr -_- —_ 23 _g ICI I828 OUT I T O T O OUT 1 � Pr Typical Floor Layout Scale, 1/8" =1'-0" WALL LEGEND: E ' 4.. _ ''-o" Typical Floor Door Schedule III EXTERIOR WALL INTERIOR NON- AD BEARING HALL PLUMBING WA ----- --- --_ - - -N --- ONE LAYER )1" GYPSUM WALLBOARD APPLIED TO INTERIOR l ONE LAYER N' GYPSUM WALLBOARD APPLIED TO EACH SIDE DOOR FRAME ! L1.II SIDE OF III' METAL STUDS @ 164 O.C. WITH I' TYPE S Cl OF 6' METAL STUDS 16 IN O.G. WITH I- TYPE 5 DRYWALL Mark Quantity Style Door Papal Size-WxH size FIRE DRYWALL SCREWS W O.G. TO EDGE AND VERTICAL JOINTS LLL���1111 SCREWS W O.G. TO EDGE AND VERTICAL JOINTS AND 12" MATL GLAZING RATING RFMARKS AND 12' O.C. TO INTERMEDIATE STUDS. APPLY O.C. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-8. WIDTH HEIGHT Thickness MATL Hazdware Ringo � !I PARTY D70 2 ..SLIDING GLASS- DOUBLE 0-0., z 8'-0° " 6'-1) e'-0" 1 3/4" ALUM./GLASS TINTED N.M. - 12- BALCONY WALL 1 ON14CE WALL L ONE LAYER }° GYPSUM WALLBOARD APPLIED TO EXTERIOR0 D71 III SLIDING GLA55- DOUBLE 0" x 8'-O" B.-O.8'-0" 13/4" ALUM./GLASS TINTED u.M. - 2 APPLY ed" STUCCO LAYER OF SIDE. OF 3-9' 24 GUAGE METAL STUDS STAGGERED I@ 24' D72 5. SLIDING GLASS - TRIPLE 14' 0' x V-00 14'-0 5I-01 1 3/4" ALUM./GLASS .TINTED H.M. - CEMENTATIOU5 COATING OVER 12' CMU BLOCK (� 7 O.G. WITH 1' TYPE 5 DRYWALL SCREWS 8' O.C. TO EDGE. AND VERTICAL JOINTS AND 12. O.G. TO INTERMEDIATE D73 3 BIFOLD - SINGLE 2'-0' x 0-8". 2'-0' 6'-8.1 1 1 3/81, WOOD N.M. __ LOUVERED -- --- .. ...... ... ... STUDS. 3-1' R-II GLA55 FIBER INSULATION IN CAVITY, TWO D74 5 BIFOLD - SINGLE 2'-0" x 6'-8^', 2'-0 6'-8" 13/S"MIRROR LAYERS r GYPSUM WALLBOARD TYPE 'X' APPLIED TO D75 II BIFOLD - SINGLE '.. V-0x V-8" 3'-0' 6 -e" 13/8" MIRROR H.M. -- a ' 140 SHEAR WALL 14" CONC, SHEAR WALL. SEE INTERIOR 51DE OF 6" METAL T ET STUDS. BASED ON UL DESIGN NO. U420 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL. D76 10 BYPASS '. 4'-0" x 6'-8" 4'-O° 6'-8" 1. 3/e" ALUM./MIRROR MIRROR H.M. -- STRUCTURAL PLAN FOR DETAILS, SEE DETAIL I ON SHEET A-8. D77 6 BYPASS 5' O" x 6'-e" 5'-0. 6-8" 1 3/8" ALUM./MIRROR MIRROR H.M. --. ' SIZE, AND LOCATIONS. D76 3- BYPASS 6'-0.1 x 6'-8" V-O' 6'-81, 1 3/81, ALUM /MIRROR MIRROR H M -- i WINDOW SCHEDULE -- - Number Quantity Style WINDOW DETAILS REMARKS SIZE MATERIAL WIDTH HEIGHT BEAD JAMB SILL Wl 2 PICTURE S-0" 1 T-0" ALUM. W2 2 HORIZONTAL SLIDER 4-0" 7'-0" ALUM. TronSC11Ti below W3 5 HORIZONTAL SLIDER 4'-0" 5'-0. ALUM. W4 6 HORIZONTAL SLIDER 5-0" 5--0" ALUM. W5 2 HORIZONTAL. SLIDER 5'-0" 7'-0" ALUM. TTDn Soul below W6 4 HORIZONTAL SLIDER 8'-0" T-0" ALUM. TTOn$OtYI below W7. 2 CURTAIN WALL - 3 0" 9•-2" ALUM. W8 3 CURTAIN WALL 4'-0" W-2" ALUM. W9 1 CURTAIN WAIL T-p" 9'-2" ALUM. u T . • ypicall Fl®OT Layout rtm nanx,am, wdmse • • architect, p.a. CONC. COLUMN r— S C ❑ PLUMBING WALL (42' HIGH) _ ONE LAYER }" GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 6" METAL STUDS 16 IN O.G. WITH I TYPE 5 DRYWALL D79 DSO. 10 4 POCKET -SINGLE GLASS SHOWER DOOR 2'-10" x 6'-8" I e 2-10" z 6'-8 2'-10' 2'-l0' 6'-8" b'-e" 1 3/81, 1/2" NA50NITE MASONITE WOOD -- WOOD -- Note: -- I. Final manufacture and Model to be selected b y Owner amavme�ot.Ay•Imalw,le.,+m rta a r:w.;io n mrc [m) x`�-`�ao.• Ixn) xa-kw ra. ' SEE STRUCTURAL PLAN FOR �A SCREWS • O.G. EDGE AND VERTICAL JOINTS AND 12" HINGED --2. All slidingGlass Doors to have Turtle Glass DETAILS, SIZE, AND LOCATIONS. I O.G. TO INTERMEDIATE STUD. DI D81. 2 -SINGLE (EXTERIOR) 3'-O" x 6'-e" 3'-O' 6'-8" 13/4" METAL W/SIDELITE 20 MIN FIRE GLASS H.M. SPRING 20 MIN SPEARATE SIDE LITE WIT[ G' COLUMN INTERIOR NON -LOAD BEARING WALL 052 DB3 3 36 .HINGED - SINGLE (EXTERIOR) HINGED - SINGLE 3' O' x 6'-6 2'-10" x 6' &" 3'-O' V-10' 6'-8' 61-W 1 3/411 1 5/B" INS. METAL 20 MIN FIRE GLASS SOLID CORE H.M. SPRING WOOD 20 MIN 3. All Windows Facing the ocean to have Turtle Glass. Q 'Q 17 OCeanique Building B - ONE LAYER f' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 3-fr METAL STUDS 16' O.G. WITH f TYPE S DRYWALL a 6 4 2 HINGED - DOUBLE PR 2'-0' x 6'-8" 4'-0' 6'-e' 13/4" MASONITE =_ WOOD _-- _ Door Hardware Note: Highway A1A 5CREW58' O.G. TO EDGE AND VERTICAL JOINTS AND 12 • O.G. TO INTERMEDIATE STUD. SEE DETAIL 2 CTJ SHEET A-8. 2 WINGED DOUBLE ' ' 8 �20 n 4-0- W-8' 1 3/4" WOOD FULL LITE WOOD -- — 1. All door hardware shotI I Comply with Section II-4:1 the Q $t, Lucie County, Florida ''. DD886 1 xx360, 2'-O ' 3'-0' 2" METAL H.M. CLOSURE 55 -q0 MIN _ ! _ Florida Accessibility Code nst pe ti - y For Building Construction. Door operating dev D87 4 HINGED -SINGLE (EXTERIOR) 3'-0' x 6'-8^ 3'-0- 6'-8.1 1 3/4" INS. METAL _ H.M. CLOSURE ss qo IN f shall be lever -operating mechanisms, other than doors noted to .have push/pull hardware. AOfrl s MF602 Rev. E A-8 I 121A04 5�v``n �4h„k; Aiiif-4,._x��S..e�?";E_J}- n"m 7 m�I�L �M��ree ry�s MR1 iir }' � y.l1� I(N � kE» mE�� � i' ♦�� Yb I�SE t� 1!2 t f �'�, h ��p� 5 Pof V5 POTtICO We*7t Elevation Scale: 1/4" = 1'-0" f. I I Portico West Elevation Scale: 1/4" = F-0" TORCH DOWN ROOF ON 15# FELTS ON J" PLYWOOD SHTG.` m VENT FOAM COVE Section I Scale:1/4" - F-0" S TIVE CONC TILES ON ROO T LE WOOD CHANNELS ON DRY —IN FELTS PER MFG. PECS ON . S" PLYWOOD HTG. ON PRE—ENG WOOD TRU SES AT 24" O.G. DESIGNED BY TRUSS MFG'R GUTTED ALUMNI GUTTER TRIM GARAGE ROOF SLAB BUILDING "C" 55 CAR GARAGE CONC. ROOF TILES ON WOOD CHANNELS ON DRY -IN FELTS PER MFG. SPECS ON PLYWO D SHTG: ON PRE-ENG WOOD BUSSES AT 24" O.C. DESIGNED BY TRUSS MFG'R 3"X3"XI8 GA BENT PLATE (CONTINUOUS) GUTTER TRIM WALKWAY CANOPY Portico o Roof Scale:1/4" =19-099 BUILDING "C" CONC. ROOF TILES ON WOOD CHANNELS ON DRY -IN FELTS PER NFG. SPECS ON 5g" PLYWOOD SHTG. ON PRE-ENG WOOD TRUSSES AT 24" O.G. DESIGNED BY TRUSS NFG'R 3"X3"X18 GA BENT PLATE V,,,—(CONTINUOUS) r Scale: 1/4" = F-0" ALUNN. GUTTER TRIM 3`0 PVC HIDDEN DOWNSPOUT 3"(P PVC HIDDEN DOWNSPOUT 300 PVC 24" cP CONC. COLUMNS —(SEE STRUCTURAL FOR DETAIL) 2'-1&x2'-I0" —POLYSTYRENE `COLUMN BASE H - 28 ---- Jing Portico Floor Layo � Scale: 1/4" =1'-0" Entry Cann Plans & 11 apalls flm Name and PMren architect aN"IxWre � D��'9 • bdebr �tjn ebv (�J ze-6rm ro. Rpk2 Name mtl Ibhes Oceanique Building B Highway Al St. Lucie County, Florida 6LL O e2 Hr. ® ire 4N11 i. Fir YW � �� IH. 1 �. F Wall 110"0 DECROTIVE COLUMN, o =o 11 A-q CONIC. PANAL RAILING.. h I 11 h ❑ i II 3 _ R Wr (SEE ELEVATIONS SHEET A-5)'. 8 -1 Iq -5 2 - '[Hr'. L_ Hr. Fire Wcll _ Fire Wall Fi Wdl reW II - y( ) O F II irony ( O t) O Balton Front - 42 SF I — EXHAUST r FAN - EXNAUSI I AN 1 I II I- II I_ I 11 I- II i I_ II I I I 1 I- II 1 1-oil I 1_ 11 I 1_ II I I ly II I I 1_ II I I_ I t- 11 II F_ II I_ I II 1_ II I_ 1 -0 0 -6 4 2 O 2 -8 3 7 O -0 -0 q 0 -6 q-6 q O =6 q 0 -6 q 0 -6 q 0 -0 0 4 10 4 -D 4 10 O 12 -8 -0 4 2 10 6 -D B 17'-8" 18'-8'I T-10° 61_0ll 6 1-6'1 6'-O" 23'-811 18'-8'1 17'-8" A-q CA 13th Floor Balcony Plan Scale: 1/8" = 111 i( ' � A-q JJ B 0 ° hro LLJ II ® D 14( 1'-ELEV T DECOR IVEDE POST' _ A-q (SEE ELEVATION FOR DETAILS) C RANG .21 (SEE ELEVANGEOMETRIILI TIOS SPIFFY A-5) 81 _III r Iql _5" _ 1I _ —I CO rE Balcony (FrontL I Iany ( O 42 5F 42 5F m I -0' 10'-6" 41-211 1-01 121_811 31_0l 5u 7°_on _o I_OI gl_oa _6! gl_Oil _61 gl_Ou -6" q1-O" -6' 9'-0" -6 q'-0" -0' '-01 4'-1011 141_011 4'-1011 1-0' 12'-8" -0' 41_2n 0'-6 0' 171--811 18'-8° 71-10" 6'-0" 6 '-6d 61_on 23'-8n 18'-8" l 1-811 1821 _ 8" i CFloor 7 thru 12 BalconyPlan Scale: t/8'' = 1'-0" HEas , - o - - -- - 0 ®I1 — i � iI � �' II 81_lu h Iq'-5" 21- _— 36" -KNEE WALL 4'X40' SCUPPER — _ (SEE. SECTION ON A-S FOR DETAILS (SEE ECTIOI{I:ON A-5 FOR DETAILS Balcony (Front) p _ ' irony (F ont) O 42 SF I '., !Y1 _' 42 SF I n f 5° 51 _ -0' 101_611 41-21' 1-0' 121-811 31-0' 1-011 '—O' i-0' 4'-5u 1 1_ iI _ n u '_ " i 1_ n 1 I n1 _ " n 1_ 11 "41-5° [10141-5" 1 141_511 1_ 1 1_ 1-10" 1 '-011 -10n 1 1_ li 1— i " 16 4 5 16 4 5 16 4 5 16 4 5 16 4i 5 ,16 4 5 16 4 5 I60 O 4 4 4 -0 12 8 0 4 -2 10 -6 -0 17'-8" 18'-811 7'-1011 61-011 21_311 6' '_611 2'-4" 6'-01' 23'-8° 18'-8" 17'-,13" 182' -811 AIR INTAKE `AIR fNT f GRILL p v GRILL 31-8" 101—Bli 31_411 1_0' 121-811 pl_ 11 31-II" 3'-I1 1-01 1-01 q'-oil _61 gl_oll -61 q'-o" 1j-6', -0" 61 ql-On 61' q'-0" - -0' 6'-IOi 51_On 51-0u 6'—IOn 1-0 IZ' 8j1 —031-4" 101-8° L31-81, 17'-B" IS'-81 7'-1011 61_011 6 t_61, -Oil 23'-8" IS'-8" I821_86 I I CEGround Floor Layout Scal : 1l8" = 1,-0„ -_ West Elevation •r 4 I °{ ]saloon Pans Rm Name altl PAdle.4 architect, i a. (I ar111ittWlrew�d�119 irlabrds4n F Pmka nine xw Ali a —1 OceaniqueBuilding B Highway A1A St. Lucie County, Florida Proka srcn I'�. MF-602 Rev. D >� Ia 12/ 9/03 A-9°2 PARTY WALL II , I -O 61 _O11 _an a - O I V. W I V Li 2' 10WO-bn 3'-10" t.: '-6" , n _ i1 I E u .0 W.I.C. 3 90 3 v I I MASTER 6 orb a s 0r6-a o �l Io -4x la BEDROOM BAT o -� o I IASTER o mL IQ N n m BATH o o' z'-to"rb'- " i- I� — BEDROOM #2, N= a o 0 I I z'-o1r6'-e Q a `D N `9 I 12 _ 411 2' _ Om 41 - � -- � - _ z 1 � AT � _ I n 4" 3' I I ° (V DINING \_,� 1_IQI�I_an � ROOM WN o; � a'-arbr a" 1 s LUIy - 14'-a" 6' 161 61, 81-611 2u o 9 9 ,. ® -<v N N 0 0 w O Iu N N 2'-10"/6'_6n 4'_0'%6'_ ' '-10'%6' n I -10 4 -4 -4 51 -O i1 IO m BALCONYI V 51_011/61_Sn I II 1 i rr I 1 1i n N r , II ® - 6 HALL _ a CF I la FAMILY - I2 -III o, d � cv I I "s ei - 94oa FOYER BEDROOM #3 ry m ROOM — 2 _ - i -� — � — ;�� P r I I _ P� s, I I N NOOK w BREAKFASTo � STUDY r 'll KITCHEN Q 12'-2" 2'-II" O o N O N= g r_On 18a1 151-4r1 151_In. 8l --Oil 12'-211 I = N m I 41-111 5'-8" 7'-4° 2'-0' — U1 I Z <0 OVEN � io �a PARTYWALL r .W ® z -l0 61_a„ o r w w I o - - r i - I o O0 BATH V �r o r o o - -m 1 -1 I-2 HOUR DIRE RATE DOOR I I 1 m o N = I & 1i _ ' 1_ II _ ll 5' 4° 10'-01' a Q w/SELF (CLOSURE Q LOCK 5 -8 8 3 2 m= 41-b"br,e" ao (SE MFG.S SPECS.) ��� 6 s o'6Ca ob a z-lor -s' o 17;r0 --- - _ I m m o v _BEDROOM- - BEDROOM #3 `v n -CIO1 MSTER AN E \ LATH — \ \ il. 51-11' 2'-411 3'-211 m 1 41-41' 9 o On m � � m O D I i V m m e 0011 It Qfj LO I _ \ W.I.C. o I1M � I I \ — N - FOYER _ ,- 11 I ll r ,.. II 1 1 II ''. a�_Q1'6�_B'1 1 II 1 N 1 I ' LAUNDRY � C I - 3 a i 1 1 11 — — 6 0 10-0 5- � - _ tv 4 4 9 G 8 - O 2- 6 6 10 -7 HALL _l I I 2'-4" 6'-711 3'-8" 2'-61,I'' 21-411 7'-8'I 2'-41' 14'-1011 OO S -�: 5'-4° T-+" I O �Q - z W 4'-o"i61-8n m - ro � _ I w - II N o 'I -q KITCHEN I O (\l 1 _ 11 1 1- 11 I li I Ill i 11 1 11 Ar- i ,BAT� 11 r 1'23 5 = I 6-4 3-9 2-I 12-0 I0 I 13- 3-2 I 4 6-4 I iv I I I 1 I I 1 I 1 I I FAMILY — I DINING Q Roots _ I I z ROOM 1 ® � 1 II I ■ 4 = 10 II N N CID II 6 0 CTUDY II FINISH SCHEDULE ALL ROOMS AS SELECTED BY OWNER FLOORS WOOD IN ALL ROOMS $ CLOSETS BASE PAINTED DRYWALL IN ALL ROOMS S CLOSETS SIMI-GLOSS WALLS ENAMEL IN KITCHENS, BATHS, AND UTILITY PAINTED SKIP TROWEL OR KNOCKDOWN ON ALL CEILINGS CEILING (CONC. OR GYP.) PER OWNER CEILING FLOORS 2 THRU 12 - 8'-10" EXCEPT @ FURRED DOWN AREAS 1 HEIGHT FLOORS 13 - 10'-0" EXCEPT @ FURRED DOWN AREAS - J of I co 3'-fl" 2'-011 W-3i� 13'-8" 1 12'-0" L,L L l ,0OM 42 0l I W 1 2'-011 II_ Il 7'-2" 2'-0" 12'-2" a OIIAI_on aV1_OIIa1_01, — — — — — �—VV----gill -----%V ---- o _ V BALCONY _ V _ I_ II 9'-1011 _ 5 to 1 _ BREAKFAST r Cno NOOKco o P_ `AHORIZONTAL SLIDER _ S -0 H.H.. z �( .HORIZONTAL SLIDER 1 n 8 -O H.H.10 i m e'-o" ------ HORIZONTAL SLIDE R 1 y1 _ 8 OHH O O' - --------- RS, a... 11 ' m 1 _I 1 1 1 11 L. 4 O n 1 2 2 -O i n 5 l u 1 u 4 17 -4 6 -8 5 -0 5 -4 I 3 �10 13 -0 2 -0 1'-'10' 30 -611 101 All --10 3 -0 GO' -01 I Units Jf I & I Floor Plans Scale: 1/V =1'-0" Area Tabulation RoomName Net Floor Area UNIT H 2820 SF BALCONY (SIDE) 36 SF BALCONY (REAR) 332 SF BALCONY (FRONT) 42 SF 3230 SF Area Tabulation Room Nome Net. Floor Area UNIT 12338 SF BALCONY (REAR) 209 SF 2547 SF Floor Plans architect, i a. a�Nie♦gvlmly ,pli�ak�rrdmyl rbtti xse �a� Oceanique Building B Highway A1A St Lucie County, Florida Roxc sect €9 MF 602 Rev. E II°VN A-10 1/21/04 6 mw:muawm'-::n.. .. .... Nam' FXdi'rr,SxP'a1Rs!k'&3 - E''PtPY✓N:, _... CL PARTY r x. , F. .n WALL - ,,.w , .. O 4 -Ou n I91-011 ' 8'-411- b'-0° I Fall r o = N N I I n n II _ I_ n i ql-a" 116'-a" ACCESS 6 0 3 00 3- 3 -6 13 8 r - m NfY BEDROOM I w I I MASTER PANEL to = to a BEDROOM #2 pm= MASTER 2r_1dI; —81i N Ala o 0 - - _ m ( Io N m ry _ = 6 m V \ ~ -' 1 1c0 0 Q N I, ' I 2 1 i. II '._ I r n l� I I 12 4 2- 41- 4-0/6 an EATnn _ m DINING o _ - = ROOM � s o - - _ I WN = _ N _ r n 14 8 - 1 - -10 (V O O w K1 w BALCONY Q �m 6 a Ni N 5 -0 r I - HALL Sao I I m gz II_1011 v 5,_71I ? o to 6 I I BEDROOM #3 _ I n Ify� — FOYER _ _ _ 9 Ib FAN I L 5 10 2 -0 - - a ROOM N PANTRY 3 I, Ll 31-61' 2'-011 3'-2° 3'-411 >,. p BREAKFAST v ° STUDY i., � N o N KITCHEN - - m _ I I I -/ I Q II-11I 1A111 Cp NOOK + 3 I � 3'-111I /1-1011 2'-0ll (((bbb 81 0l1 la"I 15' Q' 151 -/N I n I IIto _ _ / - - -1 O LO - I 0�Q OVEN - N - --1111111177111 Ill 1 1-1- PARTY>ryr„ N � WALL _ .�.. ,.�. i I Unit J Floor Plans Scale:1/4" = P-W Area Tabulation RoomName I Net Floor Area UNIT J 2334 SF BALCONY (REAR) 211 SF 2541 SF FINISH SCI-IEDULE ALL ROOMS AS,ISELECTED BY OWNER FLOORS WOOD IN ALL R B CLOSETS BASE 10MS PAINTED DRYWALL IN ALL ROOMS t CLOSETS SIMI-GLOSS WALLS ENAMEL IN KITCHENS, BATHS, AND UTILITY PAINTED SKIP TROWEL OR KNOCKDOWN ON ALL CEILINGS CEILING (CONIC. OR GYP, PER OWNER CEILING FLOORS 2 Ti 12 8'-10" EXCEPT @ FURRED DOWN AREAS HEIGHT FLOORS 13 - 10111L0" EXCEPT @ FURRED DOWN AREAS n 4 a Y UnitsFloor Plans II i I ({m NamC sq F101111 1 architect a. ol! i N."Il T; Oceanique Building B Highway AlA St. Lucie County, Florida 'l 7 d. MF-602 Rev. E+ rx, A^11 1/21/04 olot-oll 30 „ 10'-4" 16' 1loll11 29 4 _ _-- -6 -- '_ n 6'-8" " 5'-O5'-4" " 4'-0. 13 6 - - 10 HORIZONTAL SLIDE I, w x HORIZONTAL SLIDER - HORIZONTAL SLIDER 00 I'_6" 4'-0° II _. 7" 5' lo" V C � S .B'-0"H.H. V-0"H.H. 8 0 H.H. . V U BALCONY BREAKFAST _> NOOK - -------------------- of F- 31 _0" -----. .___------_----------._ —___ __-- FINISH SCHEDULE 2'-O"I'-0' — -- ---- --- FLOORS ALL ROOMS AS SELECTED BY OWNER BASE WOOD IN ALL ROOMS it CLOSETS WALLS PAINTED DRYWALL IN ALL ROOMS 8 CLOSETS SIMI-GLOSS o ENAMEL IN KITCHENS BATHS, AND UTILITY m PAINTED SKIP TROWEL OR KNOCKDOWN ON ALL CEILINGS CEILING (CONC. OR GYP.) PER OWNER o CEILING FLOORS 2 THRU 12 - 8'-10" EXCEPT @ FURRED DOWN AREAS HEIGHT FLOORS 13 - 10'-0" EXCEPT @ FURRED DOWN AREAS e - — -- _ Z pll A41_0" `9 — ------ _—_ ---- r — — — at _On 7'_6" 2-0" ' 12' _01 14l " o - - - -- - - -- -- - - - I } m BEDR ON #2 iv of i O - J- m = II - - v STUDY T DY I I Q DINING - FAMILY N ROOM _ I ROOM TT i a W.f.0 I l0 23'-5" 2_1" 6'_4n 3'_gi 2'_1" I2'_4" _o" -6n o " 3t_2" 61 l '_4n o� __.._ — .. -- Q , 4' I KITCHEN o BATH I — o N q00 Io _�? N Q o 14'-I0" - p I I 21�2 6'-G1e 31 '-a" 2'_6" 2'-4° 7'_a" 2'-4" - d w II _ - J HALL `� In 13'-8° G�' _o" 4n -I l0'-O"' n 5'-4 4'-`�" q'-q° I Iln 6i_6" 2 n `0 -- -- - - - — LAUNDRY -- 0 5'-3' FOYER — to Do _ W.I.C. Q9 C A5E - 0 DC�ATH ' p .M n.um m3 a/6'o �e� m I . MASTER m / BATH _ E-,o 19--- L IASTE N Q L1\ BE - _ 6t-4" DROO .9 o ILI a V _ N 2 ryo QOO - � to N = - �J m a'- '%6' BEDROOM #3 o u� _ - - - - o F r 21 It - I 10 3 2 5 1 10 O¢ o I- HOUR FIRE RATE DOOR 0 8 a v o a = w/S(SEE M G SLOSURESPECS) — -- - -m BATH v OD -a" m N ` m J- 2'-l0' 6' m Lu Q o. N OVEN N i'Jt10 t 3'-0" S'-01, ' 12'-2" -- — BREAKFAST- _ - o II I m I 6 I I 12 2a KITCHEN 2'-n" NOOK o ? STUDY �'�,, N 1 I v U-01 2' - " o o j js FAMILY 12 I" v ° FOYER BEDROOM #3 N oU) I I ROOM = 15'-I" 6'-0" - v a HALL N II � o BALCONY I i 4" 3'-10" 4" 131-B" rn LU ' " I,I £',' - u+ t " ) 8'_6n 51 _ _" _ '_IDn/Co'_8n t+1 N 4 -Q - - -_ _ _ N 2'_10'yy'_8n 2'-10'%6'- " _I l 6 61 is 6 DINING WN o a o-lo'ib'_ 00to 6 ROOM N 12' 4" - - 2--�- -8'I °BATQ0 - - - C) 0 O T II N _ _ ■ m a BATH Q BED OOM #2 _ o II o MASTER h m I IQ w MASTER' Im BEDROOM 'L ' " ' ' _ n ' n u '_ n I _j 6'-o"rb'_a" 3'_p' 6e_8 3 -10 5 o LO 3 0 $ -6 4 13 8 l" ¢ G -8 W I W..C. - z BAT o H IG'-0u—r � 8'_4n� - 6'_On I n 5'-8° A711 I � �O o flli a o Q� Unit H & I Floor Plan (Mi Scale: 1/4" =1`-0" 11 A I dJ I I N UJ I rct 0 I I o I �\ m Ii N I II co v II II o Ii II v c0 I I � II II - II N / I rn I o 0 I —o" O , 6 Area Tabulation Room Nome Net Floor Area UNIT H 2820 SF BALCONY (SIDE) 36 SF BALCONY (REAR) 332 SF BALCONY (FROM) 42SF 3230 SF Area Tabulation Room Name INat Floor Area UNIT 1 2338 SF BALCONY (REAR) 209 SF ------_ - 2547SF Mirrored Rm "amc.rtl HMms: I architect, a. na O�"e• "'�'aa �iu'�"t r w (ant xi`t�'"pe. lnnl xe'�<ee ra pmka xa"c an" raaea Oceanique Building B Highway AIA St. Lucie County, Florida project Sleet MF 602 Rev. E A_12 1/21/04 3" ROOF DRAIN e 311 INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND -3II INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND 3 11 INLINE OFFSET (2)1/8 BENDS (1)1/4 BEND 411 RD' I NOT TO SCALE LEGEND: SLOPE 1/5" PER 12" TO DRAIN ROOF TOP ACU WITH DISCONNECT '-H N L CATE HALF OF ACU ON R OF WITH THE REMAINING T D BE LOCATED AT GROUND LEVEL. XU ER S ENGIggNE9915D METAL TRU � 51 t i . I I I—�1-1 § 1ENG11N ERED METAL TRU55i D is ?24' O:C. i � � l � I GFCI OUTLET n•xl2•�� - ON CIRCUIT L-36 Plumbing Vent "W" /_IR Drain Area Drain Area / DraLn Area Drain Area 1591 5F i685 5F 181 5F t737 5F f Plum ing GFCI OUTLET ( Vent "K11 GFCI OUTLET ON CIRCUIT L-36 ddd ON CIRCUIT L-36 GFCI OUTLET ©� `H O CIRCUIT L-36 `e Roof Drain Plumbin g g Detail R GFCI OUTLET See Det D Plumbing „ „ Plumbing Vent K I -36 V ON CIRCUIT L 1 1 O _I I I D Sheet A 3 he t Vent "K" `� `� `H 4� `6 iH Vent K N uRculT Lab�Oe Roof Drain 6 •i" ■ O Vent "n ® Roof Drain f ®, Plumbing See Detail RD � � f Vent "K" Vent "'A" A-3 ® O Sheet A--13 See Detail RD a GFCI IT L-36 ® O I3.3 Sheet A-13 AS k`Aom�"�2iLr GFa OUTLI`_T ON CIRCUIT L-369g IT L-3 g.g La 43 A- SGIIPlumbing �' edCombined N 1Drain LH ® Vent A GFCI OUTLET Drain n n Roo ain e� e ON CIRCUIT L- 6 "GDn Plumbing CD See De '1 RD e Combined Vent nC11 ®, - Sheet A Drain NN as D CD it GFCI O Plumbing Plumbing GFCI ouTLET ON IRcuiT Ls La Vent "C° a e a Vent I'M" O Combined Plumbing ON CIRCUIT L-36 Plumbing i Vent 11Ln DGomn fined Dram •e 4R nCDn Acu DISCONNECT Vent "L" Pt mbing n 1 ®O PANEL OR C RCUIITAINFO Plumbing lUn'1171ng Plumbing Vent "D'" Drain_Area a O CD ®EE / '9 AND WIRE SIZING. / Vent D Vent B b43 sF ''B `e (TYPICAL) .a.v..��- " 9 ^^^'�► a� ---- Vent B Roof Dra Roof Drain Drain Area Roof Drain See Detail RE) — See Detail RD See Deta Rl�i 48 SF X4" rain Area Drain Area Sheet A-i3 — Sheet A-I3 Plumbing Sheet: A- - 13AO SF I' n 1461 5F , 11. , , 1 I,f in,n ru i 1 i- - nt Ve D 33 2 17 4 10 8 17 817 4 4 0 58 -2 1 — — — ELEVATOR p 13.2 — ELEVATOR — — Roof Drain G MECHANICAL ROOM '.. IM I _p MECHANICAL ROOM "�g toll RD Roof Drain SEE ELEV.. MFG. .5PECE, D57 C0� SEE ELEV. MFG. SPEC 4 xl2 XUhPER 4•xi2• Xu ER — A-13 r — — — —:`1 ENGINEERED T 5hee See Detail RD — ^ — — I-- � METAL TRUSS Sheet A. w .. v @24" D.C. =12' -10" 4' -011 I LJ _ .IAA] SWPE Plumbing m jl l N:o-------. — --' -----I — --�------i g — .nv12 si.aPe AyAT10N Vent ing I �' O — WARNING LIGHT Q _ GIRGUIT L-56 II I I.I Plumbing II w N � I Venn L LI 1----1i---- y'J Plumbing ENGINEERED METAL TRUSS w Vent 'IS" 424' O.G. w gg d I Plumbing — — — — it, Vent ngu v m q f'1 f-I I g I a q CONC. ROOF i ? '7 " I'71OA2 Sw E SEE STRUCTURp,L i t" i i i 2 ENGINEERED METAL TRU95 i ? 3 Ian slnPe "- 1(j1 1aA2 s�wejFOR DETAILSvs24" O.C.°'1 y y -i — —, — -f- — . r— __ — _ — — — — — — — I Scale:1/$ = L-a STRAINER CLAMPING Roof Drain Calculations: ELASTOMERIC RING COATING V-CUT FOA HEAVY ALUM. THRESHOLD W/ EXTENDED AT CLAMPI1 c FLASHING ON VINYL INSERT DOWN INTO PT BLKGr POSITIVE WATER RING AND E-i" 1 8 00 1"linimum G 0o Sloe @ / Per Foot Roof p ( ) DRAIN BOWL I RING IN STOP SEALANT Roof Area @ 1001 -----------------15, 032 Sq, Ft. Parapet Area @ 50%----------------- o, TOPDRAINAM rrn; o IID o / wD BCANT. ON ___1 5q0 5 Ft. , Total Area----------------- - t __-__ I (, 622 Sq, Ft. O O O O — z $1 16, G22 Scl, Ft. Divided by 10 drains =1, (o(cp2 sq, Ft./drain O O O O O Maximum roof area served by any rain = 1,737 So, Ft. 0000c ,. 1, 737 sq, Ft. X4.5/4 =1, q54 Sq, t. - From Table P1106.3 (FPC 2001), a 3"(P drain@ 1/3" per ft. Slope is good for SPRAYED 150 FOAM 2,200 Sq, Ft., which is more th n , 245 Sc, Ft., therefore the 3" drain is o.k. PRIMER with a 4"(P vertical leader. 7" CONC. SLA DECK CLAMP Overflow Scupper Sizing: 1 ROOF DRAIN 13.Not to Sale Secondary (emergency) roof drain systems is sized in accordance with ?P110(0 based on the rainfall rate from which_the primary systemis sized but with the sizing adjusted by dividing the values for horizontally projected roof area in table p1106.2, table p110(.3 and table p110'o.(o by two. The horizontally ,projected roof c E I E area for the secondary (emergency) roof drain systems is I, 954 5q, Ft. / 2 _ q77 sq, Ft. The minimum Cross sectional area of an overflow scupper shall be PRIMER three times the cross -sectional re'' of the primary roof drain (7.1 sq, in for az 3" (P Drain. X 3= 21.3 sq, In.) And the scupper shall have a minimum opening COATING SYS. E PR° dimension of 4 inches. The mini u scupper size is 4"x 6". I: Roof ing 1" laterial: Roofing system shall be a formed in place combination insulation and hard surface ROOF DECK material as selected by the owner with a minimum "R" value of Iq. Install all flashing and curbing per manufacturer's typical standard details. Parapet coping 13.3 EQUIPMENT MOUNT shall be minimum 24 Go. Pre-fi ished aluminum in color as selected by Owner. Not to Scale ROOF I..� 12" MIN, I � RooF VENT Z ROOFING CONC. SILL F SLEEVE THROUGH _ 7" CONE ROOF SLAB ROOF CONSTRUCTION AS IN 1REASER, As R QQUIRED ��ROOF VENT Revision/Issue PER ST. LUCII nFaT- .un v I architect, p.a. •�rtrrnm a aanmrg a 1me,in lxslgn Rood NemE eM MEN Oceanique Building B Highway A1A St. Lucie County, Florida Sheld MF-602 Rev. F I 7/6/04 A- z_ N LO 18" 42" MIN HIS ASSUMPTIONS: I. ACCESSIBLE WATER CLOSET DEPTH IS 39 INCHES AND IT 15 FLOOR MOUNTED 2. TOILET STALL DOOR SWINGS OUT AND 15 5ELF CLOSING DOOR CAN BE HINGEDON EITHER SIDE. 3. TOILET STALL DOOR WIDTH TO BE A MINIMUM OF 32 iNCHE5. T 4. ACCESSIBILITY TO TOILET STALL- DOOR 15 IN COMPLIANCE WITH ADA GUIDELI E5 5. TOILET ACCESSORIES TO BE PROVIDED. TOILETS NOT IN A STALL SHALL BE ARRANGED PER FIG. S III,FAC TYP. ACCESSIBLE TOILET STALL PULL SIDE X PUSH SIDE Z �--�— DIRECTION OF z � TRAVEL TYP. — IF�" IMf 24" PREFERRED NOTE;X=12 IN. (305 mm) IF DOORS HAS BOTH A CLOSER AND LATCH. "A" FRONT APPROACHES - SWINGING DOORS PULL SIDE 54 � MINPU5H SIDE _ . 1370 M SEAT WALL NOTE: WA°L (AS SHOWN) CONTROL ON F BACK (LONG) REA MAY BE ON BACK (LONG) 4ER SIDE WALL X ' a (b) NN. 36" BY 60" STALL. 4.21.3 SEAT. A SEAT SHALL BE PROVIDED IN SHOWER 27" PIAX. STALLS 36 IN. BY 36 IN. (q15 mm BY 915 mm) SHALL BE AS SHOWN IN FIG. 36. NO1-E:X=36 IN. (ql5 mm) MINIMUM IF NOTE:Y=48 IN. (1220 mm) IF DOORS THE SEAT SHALL BE MOUNTED 17 IN. TO Y-60 IN. (1525 mm); X-42 IN. HAS BOTH A CL05EP AND LATCH. Icl IN. (430 mm TO 485 mm) FROM THE (1065 mm) MINIMUM IF Y=54 IN. BATHROOM FLOOR AND SHALL EXTEND THE (1065 mm) MINIMUM IF Y54 IN. FULL DEPTH OF THE STALL. IN A 36 IN. BY w 36 IN. (ql5 mm BY q15 mm) SHOWER STALL, Q "B" HINGE SIDE APPROACHES - SWINGING DOORS THE SEAT SHALL BE ON THE WALL OPPOSITE 0 THE CONTROLS. PULL SIDE24" MIN, 24" MIN, PUSH SIDE 4.21.5 CONTROLS. FAUCETS AND OTHER CONTROLS COMPLYING WITH 4.27.4 SHALL BE LOCATED AS SHOWN x x IN FIG, 37. IN SHOWERS STALLS 36 IN BY 36 IN (ql5 mm BY g15 mm), ALL CONTROLS, Z FAUCETS AND THE 5HOWER UNIT 5HALL BE O MOUNTED ON THE SIDE WALL OPPOSITE THE 4.21,6 SHOWER UNIT. — N A SHOWER SPRAY UNIT WITH A HOSE AT LEAST `tT� V LEAST 60 IN (1525 mm) LONG THAT CAN BE I 60" MIN. USED BOTH AS A FIXED SHOWER HEAD AND r I AS A HAND-HELD 5HO14ER SHALL BE PROVIDED. (b) EXCEPTION: I 30-IN, BY GO -IN, IN UNMONITORED FACILITIES WHERE VANDALISM 5hawer Stall NOTE:Y=54 IN. (1370 mm) IF DOOR NOTE:Y=48 IN. (1220 mm) IF DOOR IS A CONSIDERATION, A FIXED SHOWER HEAD PLAN AT SHOWER HAS CLOSER. HAS CLOSER. MOUNTED AT 46 IN g1220 mm) ABOVE THE FIG. 37 SHOWER FLOOR MAY BE USED IN LIEU OF A- "C" LATCH SIDE APPROACHES - SWINGING DOORS 4.21.7 CURB5, IF PROVIDED, CURBS IN SHOWER STALLS 36 IN BY 36 IN (ql5 mm BY q15 mm) NOTE: ALL DOOR5 IN ALCOVES SHALL COMPLY WITH THE SHALL BE NO HIGHER THAN 1/2 IN. (13 mm). CLEARANCE FOR FRONT APPROACHES. TYP. HANDICAPPEr., SHONER DETAILS 17"-Iq" 811 t-.4/ ll min, min. A SPOUT HEIGHT KNEE CLEARANCE I~ I _I � � o C FREE STANDING FOUNTAIN OR COOLER 4.15.1 MINIMUM NUMBER. DRINKING FOUNTAINS OR COOLERS REQUIRED TO BE ACCESSIBLE BY 4.1 514ALL COMPLY WITH 4,15, 4.15.2 SPOUT HEIGHT. SPOUT SHALL BE NO HIGHER THAN 36 INCH (ql5 mrn) MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET SEE FIG. 27. 4.15.5 SPOUT LOCATION. THE SPOUTS OF DRINKING FOUNTAINS AND WATER COOLERS SHALL BE AT THE FRONT OF THE UNIT AND 5HALL DIRECT THE WATER FLOW IN A TRAJEC- TORY THAT IS PARALLEL OR NEARLY PARALLEL TO THE FRONT OF THE UNIT. THE SPOUT SHALL PRO- VIDE A FLOW OF WATER AT LEAST 4 IN (109mm) HIGH 50 AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. ON ANY ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT MUST BE POSITIONED 50 THE FLOW OF WATER 15 WITHIN 3 IN (75mm) OF THE FRONT EDGE OF THE FOUNTAIN. 42411 max. 48" min, s✓ rn CLEAR FLOOR SPACE O ' I Z 0 E m D BUILT-IN WALL FOUNTAIN OR COOLER 4,15.4 CONTROLS. CONTROLS SHALL COMPLY WITH 4.25.4. UNIT CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE. 4,15.5 CLEARANCES. (1) WALL AND P05T-MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27 IN (685 mm) HIGH, 30 IN (760 mm) WIDE AND 17 TO Iq IN (430 mm TO 455 mm) DEEP (SEE FIG. 27(o) AND (b). SUCH UNITS SHALL AL50 HAVE A MINIMUM CLEAR FLOOR SPACE 30 IN BY 48 IN (760 mm BY 1220 mm) TO ALLOW A PERSON IN A WHEELCHAIR TO AP- PROACH THE UNIT FACING FORWARD. (2) FREE-STANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 30 IN BY 48 IN (7qO mm BY 1220 mm) THAT ALLOWS A PER50N IN A WHEELCHAIR TO MAKE A PARALLEL APPROACH TO THE UNIT (SEE FIG. 27(c) AND (d). THI5 CLEAR FLOOR SPACE SHALL COMPLY WITH 4.2.4. FIG. 27 - DRINKING FOUNTAINS 0 oY I- T ND OR Ft j5H TYPE MIRROI u o 4" BAC 5PL_A51 TO WAL I - 1 .LM I C)Q O — I� LO I CV 19 P.T. FEN. DRYER FEN. T P. WATER URINAL rL 0 ASH ROBE TOWEL LAVATORY NAPKIN NAPKIN NAPKIN CLOSET W.C. HOOK BAR H/C ONLY W/WASTE DI5PEN5. DI5P05. w FQ- Z NOTE: u v I. ALL DIMENSIONS AE 6 3OVE FIN15HED FLOOR (AFF). 2, ALL TOILET PARTITICII S ARE FLOOR MOUNTED. BOTTOMS OF PARTITIONS AND DOORS TO BE @ 1'-0" AFF, AND TOP OF DOORS AND SIDES OR BE @ V-10" AFF. 3. GRAB BARS SHALL H E AN OUTSIDE DIAMETER OF I 1/2"(P- 4. PROVIDE 1 1/2" OF CLI ARANCE BETWEEN THE RAIL AND THE WALL. 5. GRAB BARS SHALL BE ABLE TO SUPPORT NOT LE55 THAN 3501b. MIN. 6. GRAB BARS SHALL BE AT LEAST 36 LONG AND 514AI-L BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. PROV DE BLOCKING AT GRAB BARS FOR ADDITIONAL SUPPORT. 7. THE SHOWER SPRAY I. NIT SHALL BE PROVIDED WITH A H05E AT LEAST 60" LONG THAT CAN BE USED AS A FIXED SHOWER1 1- OR AS A HAND HELD 5HOWER IF AN ADJU5TABLE-HEIGHT SHOWER HEAD MOUNTED ON A VERTI AL BAR 15 USED. THE BAR SHALL BE INSTALLED 50 AS NOT TO OBSTRUCT THE USED OF THE GRAB R5. 8. TILT MIRROR AT H/C TOILET AREA ONLY. HANDICAP DESIGN CRITERIA Z_ z z_ z_ _ = 6' N N KNEE CLEARANCE LAVATORY CLEARANCE Wrap all sources of burns z and/or abrasions in accordance _ to Section II 4.lq of the FBC. O F.F. m TOE SPACE t LAVATORY CLEARANCES FL. 17" MIN G" MAX. I t" _ I MIN. C. TILE GRAB BA TOGGLE p BOLTS F- G" min. 36" min. LL a "BOBRICK" #2521 MOUNTING KIT Ig: 181, 400 Ib LOAD 12" 42" min. 36" min. min. m MACHINE SCREWS W/TOGGLE NUTS 1/4"-2OX3 1/2"(Sgmm) GRAB BA TYPE 304 W/STAINLES5 STEEL MACHINE SCREW W/PLATED STEEL TOGGLE NUTS. T.P. HOLDER 2 MIN. -rn (r N 6 u: SIDE WALL MOUNTED LACK WALL MOUNTED "BOBRICK" 1$2522 MOUNTING KIT \ 400 Ib LOAD m MACHINE SCREWS W/EXPANSION SHIELDS I/4'x20"x2" (51MM) TYPE 304 W/5TAINLE55 STEEL MACHINE SCREW W/metal EXPANSIONS SHIELD. TYP. GRAB B =; ELEVATIONS MOUNTING ON CONC. K WALL FINISH WOOD STUDS 12 GA. X 3" STEEL PL. "BOBRICK" 256 SERIES ANC. PLATE. ANC:.W/ 2-1/4"X2" LAG BOLTS @ WACH STUD.—\ (L "BOBRICK" #2 400 Ib LOAD WALL FIN15H -- — METAL STUDS_____ \ 12 GA. X 3" STEEL PL. "BOBRICK" 256 SERIES ANC. PLATE. WELD OR 5ELF-THREADING 5CREW5 TO STUDS. /I I N""`-5.M, SCREWS S.M. BAR ` O Ilk, BAR GTH VARIES) (LENGTH VARIES) \1 EWS -S.M. 5CREW5 -ING KIT "BOBRICK" #252 MOUNTING KIT 400 Ib LOAD S.M. SCREWS = NO. 14 X 2 1/4" (64mm) TYPE 304 STAINLESS STEEL SHEET METAL SCREWS (TYP.). STUD5 MOUNTING ON METAL STUDS YP. GRAB BAR MOUNTING DET�ticS NOTE: THIS SHE -T IS PROVIDED TO GIVE GUIDANCE ONLY. SOME DE ICTIONS CONTAINED HEREIN MAY NOT APPLY T THIS SPECIFIC PROJECT. Handicap 1jetails M e Building Bway A1A ounty, Florida "eFa MF-602e Rev. C a A-14 8/27/0 5,700 CM CaiTRtDWO EJWAD9T PAN d Tw ABOVE DOOR NVAC GENERAL NOTES: _ I. Contractor shall provide all labor, materials, tools, equipment, and devices necessary to provide a complete and operational system in accordance with the intent of the contract drawings and specifications. Fully test, balance, clean, and leave systems in a Complete and operational status. 2. All work shall be in strict accordance with Flordo Standard Mechanical, Plumbing, Fire Protection, s. NFPA, ASHREA, and all other local codes and standards. 3. Contents of drawings and/or specifications ore in no way intended to be a direction to perform or provide work in violation of the applicable codes. 4. These drawings are diagrammatic only and do not show all offsets, bends, elbows, or other specific elements that may be required for proper installation of the work. Contractor shall provide all transitions, turning vanes, elbows, fittings, etc. as required to allows ooth flow. All split duct fittings shall transition to full size of the sum of both branches upstream of the split. 5. Contractor shall provide transitions at all duct profile changes. 6. Verify existing conditions in field and coordinate with all trades, including but not limited to architectural, structural, lighting, power systems, plumbing, fire protection, and other existing or new work. I II 7. All work shall be coordinated with all trades involved. Contractors all field coordinate all possible I 1 obstructions to ductwork and piping prior to fabrication. Offsets in ducts and piping (including divided I I ducts) and transitions around obstructions shall be provided. I II I 5. Except where indicated in dimensional detail, the locations of plumbing, mechanical, equipment, I I ducts, piping and fittings are approximate only. Contractor shall coordinate exact locations with other trades. q. Contractor shall coordinate diffuser, grille, and register locations with architectural reflected ceiling Plans and equipment of all trades. 10. Contractor shall provide dampers for each take-ofF and as shown. Pampers for rectangular ducts shall be parallel blade. Contractor shall provide additional dampers as required for balancing. R MTTSAXE H. All duct sizes shown are inside clear dimensions. 12. Dampers and insides of ducts visible through grilles, registers, and diffusers shall be painted black. 13. Contractor shall provide flex connections between ducts and each air handler unit. 14. Contractor shall provide [-inch diameter schedule 40 PVC condensme drain with a trap for each air handler unit. MR iNTA%E IAUVFR9 - 15. Condensate drains from all mechanical equipment shall be coordinated for proper drainage. - xsfY Y ,a `.+_a4 4�'• �x'"fR'�t' �td +�Y, t�w 16. Locate thermostats 4 8" above Finished floor, unless otherwise noted.` 17. Water piping shall not be routed above any electrical or telephone panels. to bracing ORA. AREAflu E I °e" 15. Contractor shall provide all supplementary steel and foundations For supports and of all HVAC duct, piping, and equipment. Exterior steel shall be hot dipped galvanized, 1 B n 19. All equipment and ductwork shall be supported to provide a vibration free, rigid installation. TRASH d,A \ vtt AREA xh sty, P9 �< w 20. Contractor shall assure that surrounding utilities, walls, floors, on fo ceilings are protected from > x 4 damage during construction. The contractor shall bear all expenses repair or replacement of m utilities or other property damaged during construction. The contractor, shall provide concrete and other materials for wall and ceiling repair and other general work as required. for proper installation of the plumbing systems. All repairs shall match existing. 21. All materials and equipment shall be new, shall be UL listed where applicable, and installed in - - - - accordance with manufacturers recommendations with adequate maintenance clearances. Installation of equipment shall not interfere with required working clearances. "0P o�Ut FL R a�NCE LO.:ATED ON-6ROwtD FLWR. 22. Manufacturers indicated on contract drawing are to establish type, quality, size, and configuration. Equal approved equipment will be considered acceptable. 23, Contractor shall provide and keep an up-to-date, complete set of record drawings, and shall indicate all changes from the original specification and drawings. DUCTWORK' 24. Access panels in ductwork and ceilings shall be provided where reavircd for operation, balancing, and maintenance of all mechanical equipment. I. Provide ductwork, grille boxes, plenum chambers, dampers and all auxiliary work of any kind necessary to make the various ventilating and air conditioning systems complete and ready for proper 25. Contractor shall provide dielectric unions at all dissimilar metal piping connections. operation. 2. Air conditioning supply and return air ductwork shall be fabricated of I ?" fiberglass duct board with AIR CONDITIONING UNITS: foil facing. I" Fiberglass duct board may be used if located within the air conditioned space. Round I. Split systems shall include matched components by the same monv mturer. Air handler shall include Fiberglass duct shall be made with UL class I insulated flexible duct. All joints shall be secured with multi -speed fan motor control, or adjustable belt drive. Provide returnapproved :air plenum base, filter rack and bands. � I" disposable filters. Mount condensing unit on concrete slab on grade location provided in drawing). 3. Outdoor air intakes,! kitchen and toilet exhaust and similar ductwork shall be fabricated of galvanized sheet metal. 2. Refrigerant piping and accessories shall be installed in accordance With best practices of the trade and in strict accordance with the air conditioning equipment monufoctu ers recommendations. 4. The system sh 11 c ply with NFPA cl0-A and q0-5 for class I air duct. All work shall be fabricated, Supported dnd installed in strict accordance with the manufacturers, ASHRAE and SMACNA ed and sealed ACR 3. Piping shall be type L hard drawn, pre-cleanre frigerant tubing with wrought recommendations. copper pre -cleaned refrigerant fittings. All joints shall be brazed. Proper consideration shall be given to expansion and contraction, and flexible pipe connections shall be provid d at compressors. 5. Starting collars branch take off fittings and other duct fittings due to the shape or configuration which cannot be Fabricated satisfactortisfoctoily with g glass fc"lass fch cannoiber duct material shall be 4. Piping shall be pressure tested, flushed and evacuated before char ing. fabricated with gal ized steel or aluminum alloy sheets, as heretofore specified, then covered with the glass fiber duct terlaf to provide thermal insulation and vapor seal. 5. Suction refrigerant piping and fittings shall be insulated with 1/2" .M. aerotube 11 elostomeric closed cell insulation with all joints sealed. 6. Galvanized metal ductwork shall be fabricated of gauges not less than recommended by ASHRAE and SMACNA Standards. Reinforcing angles, supports and hangers shall also be galvanized. The system shall 6. All piping shall be run in a neat and orderly manner and shall be roperly supported. comply with NFPA 90-A and qO-B for class I air duct. 7. All units shall be. fitted with accessories to permit cooling operati at 40' F outdoor air 7. Duct hangers shall be rods or straps adequately spaced to provide proper support of ducts in temperature, and a time delay to prevent short cycling. accordance with A HRAE and SMACNA standards. All hangers shall be vertical and at right angles to ductwork and Structure. 5. Thermostat shall be mounted no more than 4W above finished floor. 5. Changes in directions shall be shaped to permit the easiest possible air flow, using full sized bends q. Mechanical system supply and return air shall include automatic shutdown device per Florida Building wherever possible. Doable walled manufactured air turns shall be used on all ductwork square turns. Mechanical Code (latest revision), Section 406 where cegyired^ q. Adjustable turnng Wanes shall be used at all right angles. Supply branch connections shall be made at 10. Air conditioning systems shall include a minimum one (1) year warranty from date of acceptance 45 degrees to main duct. - and an additional four (4) year extended warranty on the compressor 10. Volume dampers shall be furnished and installed as shown or required for proper balancing of the 11. Elevator Mechanical room shall be air conditioned systems. Damper operatorsshall be fitted with approved operating and locking device mounted outside the duct in on occ ssible location. 11 N W Ground Floor 1H VAC LdIvou MWlinfildio t N CFM cT�' 'ITT �� 'CST i° s'" I. ��t.�y'i, _'a v =t .r.•ti "<'.'+:.=1' rY �` n 330 TS rt." yt :. ..yam. ��.;.tr.. ..'"S •, ,-. J t JC �vri. �l J If 120 ANU �cFM .': s^m -":7 120 yCFM 450 450 4 NTH �Tr �< o CFM Jr t ? •Y t ,yam .:•q�,lA ••�_.�, n+•" N . GFM t :H <' �:✓�Wt Sf �T't' Tt%"% � YyAY'�'Yl j� �. u1 PTd 3 a,. 4. ,� , tom• l:_ >< t Ox10 , w .. < 1 1 x10 TRASH AREAAHU-3 MECHANICAL/ .i w;♦ Y NI r'^ �,a�t STORAGE Me\ 5 TON PONE5TIC 11 WATER PUMP ,gip'•,, /_., 150 150�-- IcFn GFM L� _...... will I i Scale:1/8" = F-0" PERFORMANCE TESTS= I. Test, adjust, balance and correct all parts and a I systems to make them fully operational. All Lents and reports shall be in accordance with AABC stanc zirds. 2. Adjust air quantities to within 107o of design req. rements. 3. Adjust fan 5heove5 as required to balance airs terns. If adjustments cannot be. made within the limits of the sheaves, then provide new sheaves or belts. 4. Operate all systems for as long as required for ompiete testing and balancing. 5. Any portion of the systems shall be. rebalanced, as required by field conditions for a period of one (1) year after acceptance. 6. Submit copy of test data and the following too ner for approval: a. Fan RPM b. Motor current c. Fan CFM and speed d. Return air and outside air CFM e. Entering air and supply air temperatures ( ry bulb) F. CFM per grille, register or diffuser A/C Units Specs: 3 Ton "Lennox" A/C unit or equal w/10 K.W. Neat Strips Model # L.CA03G EER-q.2 5 Ton "Lennox" A/C unit or equal w/15 K.W. Meat Strips Model # LCA060 EER-8.8 150METRic VIEW 4 IlL 3 1 42.00 22.30 15.50 25,00 I rCG SIDE VIEW ID# OTY W (in.) H (in.) SECTIONS SECTIONS SHIP u1DE HIGH SEC. i-tI 1 1 30.00 1 30.00 1 1 1 1 AXLE BEARINGS: ACETAL W/ SS BALL START OPEN PR. (in. WC): 0.05 JAMB SEAL MAT.: BPDM 0 CPtf Wat"T PAN d TED ON S F R2. MR INTAKE V TED 6ROt FI R. yt3.30- 1 I r 3.% Iq.98 Ground Floor HVAC Layout ram ttimc vW AMr¢s s architect, g n(azaaUdeN.1NcP>"vuK.�pigvu (m) aa e09 &1m" s rn ran Oceanique Building B Highway A1A St. Lucie County, Florida ProJeO: Slpsd MF-602 Rev. C wan M- Y 8/27/03 MASTER BEDROOM W BONE HIGH ONE LOW I I FAN ILY BALCONY It ROOM fI LIVING ROOM EXHAUST lh3A- �. ONE HIGH EXHAUST 120 CFM< n. C, 12x1a �� ® i � � ON�GN CFh1 ONE LOW Units A & B ]H VAC Plena Scale: 1/4" = F-0" mmi A/C Units Sbecs: Unit A: 4 Ton "Lennox" A/C unit or equal w/8 K.W. Heat Strips EER-10.0 (Min.) Unit B: 3.5 Ton "Lennox" A/C unit or equal w/8 K.N. Heat Strips EER-10.0 (Min.) Units A and HVAC Plans ,g 1 architect, i a. aMtowre�P��9 Mmbb�n [m)awsi .... ` Roka nse anam� Oceanique Building B ' Highway AlA r" St. Lucie County, Florida M ��k n a soar MF-602 Rev. C \` /27/03 I CFM<-- I" (ASTER BEDROOM Ii II BALCONY 11 11 II II II II II _1r W HIGH LOW Ili ^Filish 250 8..: FM .y IN ,` ►�-- \4 `� II STUDY OM KITCHEN I �:L 7 Q�. O CFI BREAKFAST NOOK Units C HVAC Layout Scale: 1/4" = P-0" H 4-> 9 .a A/C Units S c5 Unit C 3.5 Ton "Lenno " A/C unit or equalua/3 K. W . Heat Strips EER-10.0 (Min.) Units CC HVACC Layout qtect, a, , vmk¢namc.waamess Oceanlque Building B Highway A1A St, Lucie County, Florida. I _- - f �Qlco'ny BalconyIF Rear ( ) Balcony (Rear)Balcony (Rear)) (Rear) 332 5F -,1 209 SF 21I 5F 209 SF Plumbing Vent "M" Mirrored Unit A - 2&5 5F Unit B 2335 5F Unit C 2330 5F Unit B 2332 $F p' 470" 9M¢t A-p ro VA' qM) (5c* 9 t A-10 ftr W P:a,) ($y $ t A-11 for 1/9' FN ) Cgp¢ `�lypt A-12 R, 1/4"PW:) Plumbing Vent - g Plumbing Vent "K" Plumbing o I Vent UK" (� PlumbngvEN Ilfr—� Vent "A0 sI Roof Drain nRD"i oF O Combined $ Drain PANTRY EN nGDn �b— t 'I 1 Jl Combined Plumbing Drain Vent I'D" �I "CD` 1 l� Drain i 13Roof %� II R1111 v Plumbing 0) � "L" �Vent Ell N .p ROOF Drain Ilpf-iN _ �- Floor Drain 1,FD11 Plumbing lr J ent "L" I /e � k� Floor Drain Plumbing � ' Vent "B" LIcony (Front) > l 11Q O Vent Vent 93 pW Plumbing Vent "K" Roof Drain 'IRD" _ Combined Drain Drain "RD" IL Vent 110 LC;,w Fq 1 1 � C Floors 2 thru 13 (Typical) JPlumbi ng Plan Scale:1/8" =1'4' 7 Roof Drain "RD" a Plumbing «+. Vent "KitCombined Drain "CD" Plumbing Vent 'IN" Plumbing Vent "D" V 1 RD" Plumbing Vent "L" Vent I'B'I Floor Drain "FD" Vent " PLUMBING ABBREVIATIONS LEGEND AFF ABOVE FINISHED FLOOR ' B.F.F. BELOW FINISHED FLOOR B.F.G. BELOW FINISHED GRADE RW RAINWATER OF OVERFLOW CO CLEANOVT (ON PIPE STACK) ST STORM DN DOWN I.E. INVERT ELEVATION RD ROOF DRAIN FO FLOOR DRAIN HO HUB DRAIN FS FLOOR SINK SAN SANITARY S.S. STAINLESS STEEL TYP TYPICAL VTR VENT THRU ROOF W/ WITH FL FLOOR V VENT WC WATER CLOSET UR URINAL LAV LAVATORY SK SINK JAN JANITOR SINK EWC ELECTRIC WATER COOLER SH SHOWER H HELP VAC VACUUM 02 OXYGEN N20 NITROUS OXIDE EWC ELECTRIC WATER COOLER SH SHOWER H HELP Balcony (Rear) 332 5F l Mirrored Unit A 2&5 5F (9ea Swat A-V fm VA' Pbn) Roof Drai Combined oCDN A. Roof Drain NRD" it Plumbing Vent "B" PLUMBING LEGEND 1——b—ft—b—i SANITARY WATTE PIPI i— -- ST - $TOM Firm BELCH 1 RW RAMWATER INSULATED IPmG i-� OF--I{--2 SECONDARY OVERPLai 1PlN VENT PIPING (V) 1 COND CONDENSATE DRAIN Pit 4C, COLD MNTER PIPING ( ) Nor WATER P1RNG +T+ +0t tot TEE (PLAN, UP, D" r+- x-f- UWA (w, 45') -10 - D ELDON (UP, DOWN) GATE VALVE (4V) GLOBE VALVE fv---------- 4 CHECK VALVE (CV) STRAINER (5TR) VALVE IN VERTKAL RIJ UNION, SCRELIED (UN) ] CAP ON END OF PIPE BALL VALVE LUBRICATED PLUG Val. BUTTERFLY VALVE FLOOR CLEMMT (FCC I I i�-II WALL GLEANNA (WY VINT THRU RP F (Y --`1—'- FLCVR DRAM (M) HUB DRAIN (HD) Recreation Room JL lumbi ng Plan Scale: 1/8" =1'-0" PLUMBING NOTES I. PRIOR TO ORDERING OR FABRICATING ANY NEW EQUIPMENT THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIO145 TO THE ARCHITECT. 2. ALL PIPE 51ZES ARE NOT SHOWN ON PLANS. REFER TO RISER DIAGRAMS FOR COMPLETE PIPE SIZING AND CONFIGURATION. 3. VERIFY ALL ROUGH -IN SIZES AND LOCATIONS FROM MANUFACTURER'5 CUT SHEETS BEFORE INSTALLATION. A. ALL PIPING AND EQUIPMENT SHALL BE COORDINATED WITH MECHANICAL, ELECTRICAL, STRUCTURAL AND GENERAL CONTRACTORS BEFORE INSTALLATION. 5. OFFSET VENTS THROUG14 Roof AS REQUIRED TO MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL DISTANCE FROM OUTSIDE AIR INTAKES. REFER TO MECHANICAL DRAWINGS FOR COORDINATION. 6. PROVIDE ALL PLUMBING ROUGH -IN AND FINAL CONNECTIONS, INCLUDING ANY INTER- CONNECTING PIPING REQUIRED. MOUNT ALL FAUCETS ETC. AND PROVIDE ANY TRAPS, VALVES,. FITTINGS, VACUUM BREAKERS, BACKFLOW PIREVENTER5, PRESSURE GAUGES, TEMPERATURE GAUGES OR PRESSURE REGULATORS NECESSARY FOR A COMPLETE PLUMBING INSTALLATION WHICH MEETS CODE. 7. PROVIDE ALL FLOOR DRAINS WITH DEEP SEAL TRAPS. 8. PROVIDE ALL VENTS AND OVERFLOW DRAINS WITH EFFECTIVE RODENT SCREENS. 9. FLOOR DRAINS AND CLEANOUT5 SHALL NOT BE LOCATED NEAR DOORS OR IN LINE WITH PATHWAYS OF DOORS AND HEAVY TRAFFIC AREAS. 10. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE COMMENCING WORK, SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO BE PROVIDED UNDER THIS CONTRACT. THE FOLLOWING APPLIES TO THE SHOP DRAWINGS: A. DE51GN 15 BASED ON MANUFACTURER NAMED DRAWINGS OR IN SPECIFICATIONS. SHOP DRAWINGS SHALL INDICATE EXCEPTIONS TO OR DEVIATIONS FROM THE DESIGN BASIS. B. EQUIPMENT 15 GENERALLY SELECTED AT MIDRANGE CAPACITY TO PROVIDE FLEXIBILITY FOR CHANGES. SELECTIONS AT FULL MAXIMUM OR MINIMUM CAPACITY WILL NOT BE ACCEPTED. II. SECURE EQUIPMENT TO SUPPORTS PER LOCAL CODE AUTHORITY. PROVIDE SEISMIC BRACING, PER LOCAL CODE AUTHORITY. PLUMBING SUBCONTRACTOR SHALL PROVIDE SHOP DRAWINGS INDICATING METHODS INTENDED. 12. OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE SEWAGE TREATMENT PROVIDER REGARDING THE LIQUID WASTE ENTERING THE PROVIDER'5 SYSTEM. 13. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM 5PACE5 SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 14. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS, ROUTE DRAINS TO NEAREST FLOOR DRAIN OR TO GRADE OUTDOORS. 15. PROVIDE ISOLATION VALVES AT TAKEOFF FROM MAIN, AT ALL EQUIPMENT CONNECTIONS, AND WHERE SHOWN ON DRAWINGS OR REQUIRED BY LOCAL AUTHORITIES. PROVIDE A UNION AT EACH THREADED VALVE OR CONNECTION. 16. THE PLUMBING CONTRACTOR 514ALL FURNISH 'AS -BUILT' DRAWINGS INDICATING ACTUAL INSTALLATION FEATURES, EQUIPMENT LOCATIONS, PIPE ROUTINGS AND OFFSETS TO THE ARCHITECT PRIOR TO FINAL ACCEPTANCE OF THE PLUMBING INSTALLATION. NOTES I. PROVIDE TRAP PRIMER5 FOR ALL FLOOR DRAIN5 ANO CONNECT T.P. TO DISCHARGE ILL 1DE OF COLD WATER STOPS BELOW LAVATORIES. 2. PROVIDE INSULATED WRAP ON GOLD $ HOT WATER $APPLIES AND P-TRAPS BELOW HANDICAPPED LAVATORIES. Plumbing Plan L aM�� 1 archiCect, i a. adlAeLm�PlNvlhg tilaiv"agn Pm}it Nmc atl /d"'r� Oceanique Building JBHighwayA1A St. Lucie County, Florid Projed Steel MF-602 Rev. C /27/03 ]P-101 RW WER PLUMBING LEGEND ST -- OF COND 7 I k 14 "I I O-il j TO RETENTION a 3 a 3 a a a"m Tia 3 \SS\ \SS I I � a rc N b"ID IM C 99 — es— S9 5 3 N K 4"@ A TRASH AREA SANITARY WASTE PIRN4 STOPo1 PIPING BELOW FL. RAINWATER PIPING SECONDARY OVERFLOW PIPING. VENT PIPING (V) CONDENSATE DRMN PIPING COLD WATER PIRW (CH) HOT WATER PIPING (HH) TEE (PLAN, UP, DOWN) ELOON (ND', 4v) ELOOW (UP, DOWN) GATE VALVE (GV) GLOBE VALVE CHECK VALVE (CV) STRAINER (STR) VALVE IN VERTICAL RUN UNION, 5CRD49D (UN) CAP ON END OF PIPE BALL VALVE WBRICATED R.VG VALVE BUTTERFLY VALVE WALL GFANOUT (WOO) VENT THRU ROOF (V R) FLOOR DRAIN (FD) HUB DRAIN (HO) TO RETENTION a i i g 3 1a I rc i a q a 4 0 4N( �O—RW—kW—R�RW—RW —R"�RW e P N a SS �D N I � K ut MOP y 611� Y 9i 4"( 4"4) CA $ _ a m RW —�. C. RW — RW� RW RW —99-99-99^^-99-95L59-9999-99-95-99-99 99-99{�`99—S9—S9 99-99 Ground Floor Plumbing ng Plan Scale: 1/8" = F-O" AHIJ 1 3 TON CONTROL ROOM ELECTRICAL ROOM Building NO I RW KI TO ISE — Isr ' C PORT 'cF��FS — 1 i RW — RW RW — o N RW -► RETENTION N N i —89-► 'O SEWER RW "W4"= RN — RW RW -►� MECHANICAL/ TO RETENTION STORAGE DOMESTIC WATER PUMP Ground Floor Plumbing Plan =Oce�Znu—ique Building B way ALA ounty, Florida Nroxd Sleet M"02 Rev. C�f\ ItHc P-1 m2 /27/03 Z. r r ",-r4 qa qa 44 4y 4y r r r 'A� 4. as 4y 4y 4y , r r r r 4 5a 4y 4y r r NN 4 5t 4y 4y 4y a r r r E� r r E. ` "ATM r ca PRESSURE RELIEF LINE b' 1st FLR SOVENT WASTE STACK MASTER BATH UNIT A A NOT TO SCALE 4° 4° 4° 4° :o 4° A' A" At A+ A' At A' ���pV�ER „ �RA10R A\, 5 ' a" A" D� 3" 3" PRESSURE �` RELIEF LINE 72 FU 1st FLR SOVENT WASTE STACK BATH 2 NOT TO SCALE ANTO. FI ,11 AERA T0Q FITTIP AFRq TOR FI TTII AFRq TOR FI TT11 Ap TOR FITTII gERA TOR FI TTIr A;;RgTOR FITTID AFRA TOR FI TTI� AERATOR FITTI� AERA TOR RITTI^ "+Y .f-(F ff106 I 4° f & f At .f{P fl'f f 116 4° AE��f oR A' wY flff p A' lqy G { fI R fl�lrJ TOR We .foR b' p�E 4^ A' + 31 PRESSURE ` RELIEF LINE Ist FLR Ist FLR SOVENT WASTE STACK SOVENT WASTE STACK C MASTER BATH UNIT B 8c C C�POWDER ROOM NOT TO SCALE D �J NOT TO SCALE a' P I�G � oR fl zp EPp f A' A° 06 fy, I.I�2° R fl 2° E�f� A ar At At A' .ffP 10 R f1 NG 'Ago a" ----- A' R z __ A a' ° 3" PRESSURE ` RELIEF LINE aA fu 11 4° 0' MIN Ist FI_R. SOVENT WAST STACK KITCHEN K NOT TO SCALE A +Vf �R 'RESSURE IEF LINE (o0 FU Ist FLR SANITARY WASTE STACK LAUNDRY NOT TO SCALE V Anj WASTE STACK FOR W.C.'S CHANGED TO 4110 No. Revision/issue F REVISED PER ST. LUCIE COUNTY BUILDING DEFT— JULY 6,2004 Plumbing Riser Diagram Rrm Name Ypqchitect, i a. amh'�mn,re�pmnre inailar dctim In Pmlaf name eM NkLes Oceanique Building B Highway A1A St. Lucie County, Florida MF-602 s Rev. F Pet 7/6/04 SIT AIC A' Al" A/G A� Al" N C A AEG A16 A� A/G ABC A" A' AEG COMBI' C D NOT TO SCALE PERFORATED CAP NF^�gT � \\qN A° 3, FP 3• �0 FD 3' 3+ fD 3- 30 3' � A I A A' A° A� A° A° A° A° FgTFR P 30 Ffl 3' 4• AN 24 FU 4" INDIRECT WASTE TO FD ON ISt FLOOR 40 1st FLR INDIRECT WASTE AIN RISER TYP RFD NRTo SH CHUTE DRAINS SCALE HALF ROOM HALF R ROOM FM om Rom mALF ROOM " VT14Tm ROOM HATliRO0f1 HALF BATH BATHROOM LIMA Roar KF 04EN MASTER BATHROOM? Floors 2 thru 13 (Typical) ',� Potable Water Riser P VV NOT TO SCALE DOMESTIC WATER NOTES: I. Install water shut-off valves at all fixture locations. 2. Faucets and fixture fittings shall conform to ASME A112.15'I or GSA CAN/CSA-B125 and shall conform to the water consumption requirements of ?1`604.4. Faucets and fixture fittings that supply drinking water for human ingestion shall conform to the requirements of ANSI/NSF 61, Section 9. 3. Shower valves. Shower and tub -shower combination valves shall be balanced pressure, thermostatic or combination mixing valves that conform to the requirements of ASSE 101(o or GSA CAN/CSA-13125. Multiple (gang) showers supplied with a single tempered water supply pipe shall have the water supply for such showers controlled by an approved master mixing valve. All valves shall be equipped with handle position stops that are field adjusted in accordance with the manufacturer's instructions to a maximum hot water setting of 120?F (4q?G). BATHROOM BATHROOM J J HALF Room ROOD 13th FLOOR To FlAOR9 8 THRU 19 KMTOmEN , j T MASTER BATHROOM J� BATHROOM HALF BATm ROOM �I ATFR g,,_ MASTER BATHROOM r 4th FLOOR 3rd FLOOR 2nd FLOOR P�kF ZLIi�;TIF3 to RFht'p � R T F gNsh IQ 5 (9YFRWAT� \ AL WATFEp�_ �NF )SITE To R AtVIp i No: Revision/Issue F BUILDIINGPDEPT— JU YE62004TM Water Riser Continued Rim Neme aid I architectlaui lr "algn PaJa3 Name ash MENs Oceanique Building B Highway A1A St. Lucie County, Florida MF-602 Rev. F oam jre 3 7/6/04 PLASTIC PIPE WITH AN ANNULAR SPACE OF MIN. 112" TO MAX. 3/4". --� TREMSTOP WBM - MIN. 1/4" THICKNE55 APPLIED TO COLLAR/CONCRETE INTERFACE. (TYP.) TREMSTOP 1^15-WRAP STRIPS, WRAPPED IN A STACKED ORIENTATION MORTAR - 4-I/2" THICK _ TREM5TOP METAL RESTRICTING MORTAR APPLIED WITHIN COLLAR. FASTENED TO ITSELF AND THE FLOOR/WALL ASSEMBLY. ANNUALS WALL OR FLOOR ASSEMBLY (REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION FOR RATINGS). PLASTIC PIPE PENETRATION DETAIL OF FIRE RATED WALLS/FLOORS F8T RATING (H) NON -INSULATED PIPE SIZES CONSTRUCTION U.L. SYSTEM 1 8 2 HOUR 12 AND SMALLER STUD WALL WL 2060 1 4 2 HOUR 6" AND SMALLER ONCRETE/MASONRY CAJ 2065 I t 2 HOUR 10" AND SMALLER ONCRETE/MASONRY CAJ 206q ALL PIPING PENETRATING FIRE RATED FLOOR 5LA55 OR FIRE RATED WALLS SHALL BE PROVIDED WITH TREM5TOP W5 4 NCR FYRE-51L OR TREM5TOP WBM 5Y5TEM. CONTACT GONSTRUCTION INDUSTRY A550C. INC. (TEL. 1-305-344-830rb). NOTE: FOR WALLS, INSTALL TREM5TOP W54-*R TO BOTH SURFACES OF WALL. FIRE RATED WALL/FLOOR PENETRATION SCHEDULE 5)NottoScale ENETRATION DETAIL REFER TO THE RATED— - WALL/FLOOR PENETRATION SCHEDULE ABOVE. SLEEVE REFER TO ARCHITECTURAL PLANS FOR WALL/FLOOR CONSTRUCTION AND RATINGS RATED WAILIL FLOOR PENE` RAMNN SCHEDULE RAT/AC7 NON-INSULATEO PIPE S/ZE$ WALLIFLOOR CON$TRUGTION U.L. SYSTEM $LEEYE / If 2 HOUR 12" ANO $MAL LER STUD WALL '742 $CAI. 40 BLACK STEEL / 4( Z HOUR 4" ANp SMALLER CONCRFIFIMA501VARY 0I22 SGH. 4O BLACK STEEL I a ?HOUR 6 "-/0" CONGRETE/17ASONARY '49 $GH. 40 BLACK STEEL PIPE PENETRATION DETAIL OF RATED WALLS/FLOORS Not to Scale PLASTIC HAT[ SEALANT EACI OF PIPE SLEE' PIPE PENETRATION DETAIL OF NON RATED WALLS Not to Scale VE 'E SCH 40 CKING AROUND R SLAB EXPANSION TANK EQUAL TO -IOT WATER ANTROL NO. 5T-5 VACUUM RELIEF VALVE ty— - ---�- -- - - — -- -� COLD WATER �—ID4 7NHD414— — 1 THERMOMETER W/ GAGE COCK GATE VALVE (TYP) CHECK VALVE U I SHUTOFF VALVE (TYPICAL) p UNION (TYP.) 1 =� ASME APPROVED TEMPERATURE AND PRESSURE RELIEF VALVE. �— RELIEF PIPE - FULL SIZE OF: D15CHARGE OPENING,. EXTEND TO FLOOR DRAIN, Nub 14 GA, GALV. STEEL STAND 24" SQUARE 15" HIGH. 5 ELECTRIC WATER HEATER Not to Scale DRAIN VALVE —DRAIN PAN - EXTEND INDIRECT WASTE TO FLOOR DRAIN. DRAIN 1/2 CH SUPPLY t—cW-- -6;C— --t 211 1/4" (TYP. OF 3) DETAIL NOTES: OBRONZE BODY GATE VALVE. 2 PRECISION PLUMBING PRODUCTS, INC. MOD. TRAP PRIMER. OTRAP PRIMER DISTRIBUTION UNIT. (NO POWER REQUIRED) OTO FLOOR DRAIN TRAPS. TYPICAL TRAP PRIMER DETAIL 5 Not to Scale ESCUTCHEON PLATE PIPING IN WALL WELDED BASE SECURELY ANCHORED TO FLOOR. CONCEALED ARM LAVATORY SUPPORT. WALL HUNG LAVATORY WATER SAVER TRAP PRIMER EQUAL TO J.R. SMITH NO. 2ro9$ CLEANOUT PLUG FINISHED WALL r-FINISHED FLOOR PIPING UNDER FLOOR LAVATORY FIXTURE TRAP PRIMER DETAIL Not to Scale FLOOR DRAIN SE SE C.I. Aerator Rough -in Dimensions Consult Factory For Pen tration Applications Tite-Ruff Sovent Box with Variable Recess Aerator S i zes v_ A 3u 411x311 41l r II A A 10" 10.501, 131' 16" B 13.25" I G .7511 17.75" 20.75' C 1q.50" 24.75' 24.75 30.751 D G.75" q.7511 q.75" 12,50" SOVENT CONNECTION DETAILS 5 Not to Scale 13.5 tD L- Variable Aerator Fitting a_ - I� 4" Sovent tack Tite Ruff " PRL 4" Deaera r Fitting LID ?_L0 13.5' co Fin Floor o View — -- Top Side View Tite Ruff 3"PRL with 4" C.I. Deaerator Dimensions 5 Not to Scale ES PL►�M�n/1 o ONCE GENERAL NOTES l INCL UOE IN THE /6('�1-7C ANp IN 714H CONTRACTOR PRICE, ANY INCIDENTAL APPARAT41 APPL /ANCH$ MATERIAL, LABOR, AND $ERv1G'E$ NECESSARY TO MAKE WePRK COMPL TE /N ALL RESPECT$ ANp FULL Y READY FOR OPERATION. Z. VERIFY THE EXACT LOCATION Cc $OIL, WASTE, PENT, HOT AND GOLD WATER MAINS F M r14H ACTUAL JOB 51TE. ALL LINE$ ARE TO BE ROUTED TO AND/ OR FROM vERIFIE0 LOG TONS. TAPS, WASH NOT PROVIDED BY PREVIOUS INSTALLER TO BE PROVIDED BY THIS INS LLER. 3. MAKE SUCH OFFSET$ AND DEY/AT10N5 FROM WORK $/,'OWN ON THE DR4W/NGS A$ MA BE NECE$SARY TO FIT THE ACTUAL $PACE COND/T10N5. 4. WHERE vAL YES OCCUR IN SUSPENDED CEILING$ OR ARE CONGEALED BEHIND WALL$ THIS CONTRACTOR SHALL FURVI$HAND INSTALL ACGE$5 PANEL$. 5. THE INSTALLER SHALL vI5/T THE JOB SITE, INSPECT COND1T10N$ OF ALL EXISTING P/ AFFECTING THE U/OR<AND $UBM1S$/ON OF H/S PROPO$AL $HALL BE CONSTRUED A$ DICAT/NCi SUCH KNOWLEDGE NO A001TIONWL PAYMENT WILL BE MADE ON CLA/P1$ THAT AR16E OM THE CONTRACTORS FAILURE TO COMPL Y WITH THESE REQUIREMENTS. 6. TA/E PLAN$ AND DIAGRAM$ OF URI /TY RUN$ ARE SCHEMATIC ONL Y AND $MOULD NO E SCALED. INSTALLER SHALL COORDINATE AT S/TEALL PLUMBING, 14VAC, FIRE PROTE TION AND ELECTRICAL W0J;U eO A5 NOT TO CONFLICT IN LOCATION WITH OTHER WORK UNDER /$ CONTRACT OR THAT MAY BE EX15T11VO. 7. PROVIDE AND MAINTAIN TEMPbR4RY CONNECTION$ WHERE PO$$IBLE TO MAINTAIN I$T1NG UT1L1T1E$ /N SERVICE. COVr1NU1TY OF SERI/10E AFFECTED BY TA/E CONNECTIONS TO EXTENSION$ OF THESE 1IRL /T/E$ SHALL BE MINIMAL. B. 1F rNE NEW CONNECTION$ TO THE EX/$T/NCx UTILITIES R? G71IRE A $HUTDOWV OR 1NTER PROM OF EXIST/NG 5ERVICES, ALL PREPAR4TORY WOA0 UP TO THE PO1NT OF CONNECTION /5 BE PERF0S MIED FIRST TO M/N/M/ZE T/ME. 9. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT TO EET SPED/PIED PERFORMANCE REQUIREMENTS. ALL TE$T1AC7 $HALL BE DONE BY pUAL IF D PER50/JNEL AS PER PARAGRAPH ON TE5T/NG PROCEDURES l v SHOGIL D ANY PART OF THE SYSTEM FAIL TO MEET THESE REQUIREMENTS ADJUST, RE IR OR REPLACE ALL DEFECTIVE OR INOPERATIVE PART$ ANO AGA1N CONDUCT THE COMPL TE PE/rxOR`1ANCE TESTS. A BEFORE $UBM/TT/NG B/p, THE PLUMBING INSTALLER $HALL REVIEW ARCHITECTURAL WINGS ANp INCLUDE /N H1$ BID AN A/70UNT TO FURNISH/ANO INSTALL ANY FIXTURE$ WHICH SA10WV IN ADDITION TO FIXTURE$ $HCIUN ON THE PLUMBING DRAWING$. 12.. CONTRACTOR $HALL VERIFY ANO COORDINATE LOCATION, TYPE, NUMBER, MOL/NT1AC7 EIGHT$ ANp INSTALLATION OF ALL PLUMBING FIXTURES (HANDICAPPED AGCE551BLE ANO NON -HANDICAPPED ACCE55/6LEI A$ PER LATEST ARCHITECTURAL OR4W/NG$ !$SUE AT BID TIME /NCLU01A0 ALL ADDENT.OUMS. 13. INSULATE ALL P/P1NG BELOW HANDICAPPED ACCESSIBLE LAVATORIE5 / 51NK5 WHER DE5/GNATED ON ARCHITECTURAL PLANS INCLUDING P-TRAPS WITH HAND/ LAV-GUA INSULATION K/T NO. l01 MADE BY TRL/EBRO CO. (203 e75-286e OR MCGU/RE PRO-U1R vELCRO AND TW/5T TIE✓O/NT$ NOT ACCEPTABLE aeA erQt or —c� 30 in AO In ytOCKI oirl• A in Main Bldg. Drain Branch Waste Line Must Connect Above Horizontal -Centerline of Main Bldg. Drain Detail "B-B" � CIS qg q��Lt 'D y ergl 0 ' r Pressure Relief Lir A (P.R.L.) " A 3 I AO A Horizontal Not to Scale of Pressure Relief Line Pressure Relief Line Min. Elev. Regmts. Pressure 4- Relief Lin Building Detail "A -A" Pressure Relief Line M" F1�v. Reqmts. 3uiliding Drain Detail "A -A" Pl umbin r Detains itm Name end Pdtlmss architect D a. aNilaWm♦ pHmMg y Iraimde4�n xoR¢xanc m�d�+ed a Oceanique Building B Highway A1A St. Lucie County, Florida RnkQ � MF-602 Rev. C ore P —(JI� ,t 8127/03 ELECTRICAL SPECIFICATIONS - GENERAL Fire Alarm Notes: Automatic Fire Detection Systems I. The electrical drawings are diagrommatical and are not to be scaled. Refer to architectural plans and elevations for At least one approved smoke detector suit' ble for the intended use shall be installed exact locations of equipment and confirm with the architect in: or engineer (A/E) or owners representative. I. Every mechanical equipment, electrical, ransformer, telephone equipment, elevator 2. These plans do not show every detail of Construction. ., machine or similar room. The electrical contractor (E.C.) is expected to thoroughly review the plans and requirements of the systems and 2_ In every elevator lobby. l provide all items necessary For a complete and operational electric system in conformance with the plans, specifications The actuation of any detector required by 5ection 412.2 of the Florida Building Code diagrams, the National Electric Code (NEC) and all other shall activate the voice alarm system and shall place into operation all equipment applicable codes, regulations and intended usage all subject to necessary to prevent the recirculation of s oke. the acceptance of the A/E. Alarm and Communication Systems 3. The E.C. shall provide all lighting and power circuits, route circuits to suit job conditions and furnish and install A one-way voice alarm system and a two way fire department communication lighting fixtures and lamps as shown on the plans or as system installed in accordance with NFPA 72 shall be provided.' otherwise approved by the A/E. Voice Alarm System 4. Unless otherwise stated, wire and conduit sizes shown are For copper, THW or THWN insulated conductors. THHN The operation of any smoke detector required by 412.2 of the Florida Building Code, insulation may be used in dry locations. Aluminum conductors - sprinkler waterflow device or manual fire alarm box shall automatically activate the are acceptable only For service entrance and feeders to voice alarm system. panels. Activation of the voice alarm system shall automatically sound an alert signal to the 5. Unless otherwise stated, underground conduits may be desired areas followed by voice instructions giving appropriate information. either GRC or schedule 40 PVC installed in compliance with governing codes. The voice alarm system shall be designed to be clearly heard by all occupants of the building_ It shall be established on a s lective or general basis to the following G. Outlet boxes shall be pressed steel in dry locations and terminal areas: cast alloy with threaded hubs in damp or wet locations. * Elevators. 7. Disconnect and/or safety switches shall be provided for Elevator lobbies. all equipment where required by code. Motor safety switches * Corridors_ shall be horsepower rated, quick make and break. All * Exit stairways. switches shall be of the size and type indicated on the plans *Dwelling units. or as required for size and location of equipment actually Fire Department Communication System, installed. 8. Unless otherwise stated, motor starters are to have A two-way fire department communication system shall be provided for fire overload relays in all hot legs and sized for equipment department use. It shall operate between the fire command station and every , installed. elevator, elevator lobby, entry to every enclosed exit stairway and in corridors. q. All work is to be done by skilled craftsmen, in a Fire Control Room workmanlike manner representative of the trade and standard q Fire control room for fire department o erations shall be provided in a location in the industry. approved by the fire department. 10. Load data and system sizing is based on the best Afire command station shall contain: information available at the time of design. Verify equipment locations and electrical requirements before ordering materials 1. Controls for the one-way voice alarmsystem- and devices. Route circuitsby best method to suit job 2. Controls for the two-way fire department 'communication system. conditions. Provide pull boxes as may be necessary to 3. Fire alarm system annunciator panels. facilitate installation. The amperage loading on all ungrounded 4. Status indicators showing location of ei vat rs in the hoistways and switches phases in all panels and ponelboards shall be balanced equally to selectively turn power to elevators On ,or off. within 5% after all circuits are installed. 5. Status indicators and controls for air handling systems. 11. The electrical systems and all equipment and devices sha l G. Controls for unlocking ground floor stairway doors simultaneously. be completely and effectively grounded no less than required 7. Sprinkler valve, waterflow detector and 8• Emergency power, Tight and emergency fire pump display panels. system controls and status indicators. by the NEC and as detailed on the plans. All circuits are t q A telephone for fire department use with controlled access to the have a separate grounding conductor sized per NEC. Ground public telephone system. fault protected outlets and circuits shall be installed as 10. Generator supervision devices, manual start and transfer features. required by NEC and as shown on the drawings. Provide a main grounding electrode with a maximum of 5 ohms STANDBY POWER AND LIGHTING NQjTE resistance. 12. The electrical installations shall conform to the On -site Generated Power specifications and requirements of the power company, A permanently installed standby power generation system conforming to Chapter 27 telephone company and the cable company having jurisdiction. of the Florida Building Code, Building shall be provided. The system shall be Verify all metering requirements with the power company equipped with suitable means for automatically starting the generator set upon failure before submitting bid. of the normal electrical service and for automatic transfer and operation of electrical 13. All work shall be coordinated with other trades to avoid functions. System supervision devices with manual start and transfer features shall be provided at the central control station. interference with construction progress. 14. All and devices shall be new and display the U.L. An on -premises fuel supply sufficient for iot less than 2 hours full demand material operation of the system shall be provided. All power, lighting,, signal and approval where applicable. communication facilities provided under the requirements of this section shall be 15. All fire wall penetrations shall be made in an approved transferable to the standby power system manner using approved fire stop materials to maintain the Standby power loads. The following loads are 'classified as standby power loads. The required fire rating. transition time from the instant of failure of the normal power source to the 16. All material and workmanship shall be guaranteed to be generator source shall not exceed 60 seconds-, The standby power load shall be sized free From defects for not less than one year from date of to supply the following: acceptance. Correction of any defects shall be made withovL I. The elevator required by Section 3003.4 of the Florida Building Code. additional charge. 2. Mechanical air handling systems required to be operating during an emergency. 17. When shop drawings are required by the A/E (5 copies), 3• Diesel Fire pumps. 4. Emergancy Lights shall be submitted by the E.G. on all major systems, lighting fixtures and devices and shall receive A/E approval in writinj Emergency Power Loads before ordering equipment. The transition time from the instant failu e of the normal power source to the generating source shall not exceed 10 seconds. The following loads are classified as 18. Symmetrical amps interrupting capacity (AIC) OF circuit emergency power loads: breakers, fuses and switchgear shall be no less than stated on the plans. The required ratings may be obtained via UL I. One-way voice alarm systems. approved series ratings or current limiting devices subject to 2. Two-way fire department communication s{yst�m. the engineer's approval. -5. Fire alarm systems. f 4. Automatic fire detection systems. 19. Where recessed and/or surface mounted light fixtures are 5. Elevator car lighting. installed in or on an insulated ceiling, the fixtures shall be G. Escape route lighting and exit sign illurninc, ion. rated for such usage or shall be provided with an approved air space around the fixture for cooling per NEC. Automatic 512rinkler Systems. 20. If in the opinion of the E.G. any system or device is An approved complete automatic sprinkler'systern shall be provided throughout the unsuitable to perform the intended function or is in other building. The sprinkler system shall be designed using the parameters set forth in ways an improper application the same shall be brought to NFPA 13 and Section 412.10.2 of the Florida Building Code. the attention of the A/E before ordering or installing. Shutoff valves and water flow devices shall be provided at the riser connection on 21. Any wall penetrations thru bearing walls are to be mad each floor. The actuation of a water flow device shall activate the voice alarm above or below preplanned doorways per approval of the system. The valves shall be supervised in accordance with Section g03.9.2 of the structural engineer. Florida Building Code. The sprinkler riser Way be combined with the fire department standpipe riser. 22. Conduits are not to penetrate grade beams and shall be routed above or below as necessary per approval of the structural engineer. SHUNT TRIP P.B. SWITCH ELECTRIC METER - W/ 2 POLE, 150 AMP C.B. DISC. - TYP. EACH UNIT F.P.L. PAD TRANSFORMER 120/208 VOLT 3c}, 4W. WYE 3 # 3/0, 1 # 2 GRD. THWN AL IN 2" C. 103SEE 0 4 loll ® - ©�� OO�II 000000 00N1 ��� SEE LOA O��I�®!� 01NNN aOOO�� � Ili O�� 6 SETS OF: 4 # 600 MCM, THWN AL 250 CU &1 #250ALGRD IN 4" C. 2 SETS OF: 4 # 700 MCM, 'THWN AL &1 ##250ALGRD IN4"C. TO EXTERIOR LIGHTS 24 HOUR TIME CLOCK LIGHTING CONTACTOR 20 AMP, 18 P. TO PANEL "I_" q-20 AMP CIRCUITS LI!2HTING CONTACTOR RISER ELEVATOR EQUIP. Rt. ELEVATOR EOUIP. RM TYP. ALL UNIT$ BLDG. STL. 250 CU CWP C. ENCASED GRD. ROD HOUSE METER TYP APT PANEL 150 AMP SMD 0 PANEL "H" 800 AMP SMD CU A telephone terminal oord, a television terminal board, and conduit riser system shall be installed to provide service to each living unit, and shall be no less than hown in the drawings. All empty conduits shall be provided with and appi Dved pull cord. The telephone service and terminal board installation shall comply with telephone company specifications. Each living unit shall le completely pre -wired for telephone and cable television from an ap oved service point to each outlet location shown 3/4" xusoilrp'g methods and mc erials standard to the industry. The service ROOF LINE . GRD. RltU9ti�11 and all cables shall be approved by the telephone company. All outlet locations shall ii elude the outlet box, telephone jack, cover plate 13TH FLOOR and the wires shall b( terminated. An approved TV cable shall be provided from each u t location to the TV terminal board. The television cable shall radially fed from the service location to each outlet location indicate in the plans. Material and installation shall meet the approval of the s vicing TV Cable Company. Each outlet location shall include outlet bo cover plate, and a minimum Of 8' of spare cable. TELEPHONE RISER TYP. ALL MITE`$ - ICY � ICY � CI CI CI n FLOOR R LINE MR) Row LINE 13TH FLOOR D FLOOR FLOOR R LINE (TYP.) ELEVATORILOBE IF R UIRI MONITORING ANNPANELORII FAP ELEVATOR LOBBY FACP BATTERY ELEVA TOR IRE ALARM -�_ 200/175 -(_ICJ I3P 5Q 3#2/0 1 #4 GRD. THIN CU IN 2" C. ® 200/175 3P PNL. "L" 150 AMP MLO ELEVATOR 40 H.P. ELEVATOR 40 H.P. 4 # 1 /0, 1 # 4 GRD. THW CU IN 2" C. 4 # 4/0, 1 # 2 GRD. THWN AL IN 2 1 /2" C. ELECTRIC NOTES: PNL. "R" 225 AMP SMD IQ HORSEPOWER TO BE VERIFIED BY CONTRACTOR AND ADJUSTMENTS MADE TO THE ELECTRIC CIRCUITS ACCORDINGLY AND AS REQUIRED. n "HOUSE" ELECTRIC METER CTs TO BE INSTALLED IN 'F'PL CO. PAD TRANSFORMER OR TRANSFORMER VAULT. PROVIDE INSTALLATION PER FPL CO. REQUIREMENTS. Q METER CENTER "MC' - PROVIDE APPROVED METER CENTER WITH 2O00 AMP, 3 POLE, SHUNT TRIP, MAIN DISCONNECT SWITCH AND MINIMUM 2000 AMP CROSS BUS WITH 60 METER POSITIONS. METER POSITIONS TO HAVE 150 AMP, 2 POLE APARTMENT MAINS. THE ENTIRE SYSTEM SHALL BE RATED FOR 65,000 AIC ( SERIES RATING ACCEPTED ). ALL METERS TO BE CONNECTED ALTERNATELY TO PROVIDE FOR BALANCED LOADING. ® PANEL "H" AND "MC" TO BE SHUNT TRIPPED. PROVIDE SHUNT TRIP CIRCUIT AND APPROVED BREAK GLASS STATION ON EXTERIOR OF BUILDING IN LOCATION APPROVED BY THE FIRE AUTHORITY. 05 PROVIDE ELEVATOR SAFETY CONTROLS, WARNING SYSTEM AND LIGHT AND DETECTION SYSTEM PER STATE ELEVATOR UNIFORM FIRE SAFETY STANDARDS. © TYPICAL APARTMENT PANELS SHALL BE 150 AMP, SMD PANELS WITH 45/0 FEEDERS. ROUTE FEEDERS BY BEST METHOD. FEEDERS WHICH EXCEED 150 FEET IN TOTAL LENGTH SHOULD BE UPGRADED ONE WIRE SIZE FOR VOLTAGE DROP PURPOSES. PROVIDE APPROVED PULL BOXES WHERE NEEDED TO PREVENT EXCESSIVE STRAIN ON FEEDERS DURING INSTALLATION. LINE 2ND FLOOR TO FIRE PUMP CONTROL PANEL TO ELEVATOR CONTROL PANEL IST FLOOR FLOOR LINE (TYP.) TAMPER ERFA$REQID VERIFY I SER Electrical Notes and Riser 1 ItokN Name aW kl6 Oceanique Building B Highway A1A St. Lucie County, Florida 11 �i Pmka MF 602 Rev. C Ma l-1 -.A /27/03 II ' 11 700 CFM / NTINUOU 5 �C R-5,7, AREA PANEL H" - 800 AMP VOLTAGE 1201M PHASE JO .4 W. SMD 750 A SURE MFG CAT. NO. A.I.C. 750 CIR. EQUIP. KVA COND WRE TRIP TRIP WIRE CDIA0 KVA EQUIP. N0. I ELEVATOR 36.4 2- 2/0 175 90 4 1.25" 16.0 WATER PUMP 2 3 - - 2/0 175 90 4 1 4 5 - - - 2/0 175 90 4 1 6 7 ELEVATOR 36.4 2" 2/0 175 35 8 3/4' 5.1 ACV 6 9 - - - 2/0 175 35 8 1 - - 10 II - - - 2/O 175 40 8 1 3/4" 5.4 AHU 12 13 EXHAUST FAN 1.8 T/2 12 20 40 8 1 - - 14 15 - - - 12 20 20 12 1/2" 2.0 ACV 16 17 EXHAUST FAN 1.8 1/2- 12 20 20 12 1 - - - 18 19 - - - 12 20 20 12 1/2" 2.0 ACU 20 21 EXHAUST FAN 0.2 1/2- 12 20 20 12 - - - 22 23 EXHAUST FAN 0.2 1/2- 12 20 20 12 1/2" 0.4 ELEV. CAB LTS 24 25 EXHAUST FAN 0.2 1/2 12 20 20 12 1/2 0.4 ELEV. CAB LTS. 26 27 EXHAUST FAN 02 1/2- 12 20 20 12 1/2" 0.2 T.T.B. 28 29 EXHAUST FAN 0.2 1/2" 12 20 20 12 1/2" 0.2 GATT. CHGR. 30 31 PANEL V 39.6 2' 1/0 150 20 12 1/2" 0.2 F.A.C.P. 32 33 - - - 1/0 150 34 35 - - - 1/0 150 36 37 PANEL "R" 60.6 25" 4/0 225 38 39 - - - 4/0 225 _41 - - - 4/0 225 42 CONNECTED LOAD = 209-5 KVA r 209 5 KVA + 252 = 261.875 KVA .- (208 -13 ) volts = 727.0 AMPS PANEL "L- - 150 AMP VOLTAGE 1201208 PHASE 30 .4 W. MLO 150 A SURF. A.LC. MFG. CAL NO. o 0 o CIR. N0. EQUIP. KVA COND DIA. WRE TRIP TRIP WRE COND DIA KVA EQUIP, CIR. NO. I LIGHTS 1.J 1/2" 12 20 20 12 1/2- 1.1 1 LIGHTS 2 3 LIGHTS 0.9 1/2- 12 20 20 12 1/2" 09 LIGHTS 4 5 LIGHTS 0.9 1/2- 12 20 20 12 1/2" O.9 LIGHTS 6 7 LIGHTS 1.3 1/2" 12 20 20 12 1/2" I.3 LIGHTS 8 9 LIGHTS 1.3 1/2" 12 20 20 12 1/2" 1.3 LIGHTS 10 11 LIGHTS 1.3 1/2" 12 20 20 12 1/2" 1.3 LIGHTS 12 13 LIGHTS 1.3 1/2- 12 20 20 12 1/2" 1.5 UC17S 14 15 LIGHTS 1.3 1/2" 12 20 20 12 1/2" T.3 LIGHTS 16 17 LIGHTS 1.3 T/2- 12 20 20 12 1/2" LJ LIGHTS IB 19 LIGHTS 05 1/2- 12 20 20 12 1/2" 1.3 LIGHTS 20 21 OUTLETS 1.1 1/2- 12 20 20 12 1/2" 0.9 LIGHTS 22 23 OUTLETS 1.1 1/2" 12 20 20 12 1/2" 0.9 LIGHTS 24 25 OUTLETS 0.7 1/2- 12 20 20 12 1/2" 1.1 LIGHTS 26 27 OUTLETS 1.1 1/2" 12 20 20 12 1/2" 0.8 LIGHTS 28 29 OUTLETS 1.1 1/2" 12 20 20 12 1/2- 1.0 LTS/OUTLETS 30 31 LTS/OUTLETS 1.0 1/2" 12 20 20r-� 1/2" LO LTS/OUTLETS 32 33 LIGHTS 1.3 1/2" 12 20 20 1/2" 1.2 LTS. / OUTLETS 34 35 LIGHTS 0.4 1/2" I2 20 20 2" 1.1 ROOF OUTLETS 36 37 Exli LIGHTS 0.4 1/2" 12 20 1 111 38 CONNECTED LOAD = 39.6 KVA 39.5 KVA + 259 > 49.5 KVA T (206 .,FJ ) VOLTS - 137.4 AMPS PANEL R" - 225 AMP VOLTAGE MFG. 1201208 PHASE 30.4 W. SMD 225 SURF. A.I.C. CAT. NO, 225 HID EQUIP. KVA CONODIA. WRE TRIP TRIP WRE CONDDIA. KVA EQUIP. OR. 1 ACU 7.4 1' 6 60 60 6 1" 9.1 AHU 2 3 - - - 6 60 60 6 - - 4 5 ACU Z4 1- 6 60 60 6 1" 9.1 AHU 6 7 - - - 6 60 60 s - - - 8 9 RANGE 8.0 1" 6 60 30 10 1/2- 4.5 WATER HEATER 10 I - - - 6 60 12 13 POOL E001P. 7.5 3/4" 8 50 20 12 1/2" 0.8 1 REFRIGERATOR 14 15 - - - 8 50 20 12 1/2" 0.8 DISPOSAL 16 17 SMALL APPL- 1.5 1/2" 12 20 20 12 1/2" 1.4 DISHWASHER 18 19 SMALL APPL. 1.5 1/2- 12 20 20 12 1/2" 0.7 WATER COOLER 20 21 LIGHTS 0.9 1/2- 12 20 20 12 1/2" 0.9 OUTLETS 22 23 LIGHTS D7 1/2" 12 20 20 12 1/2" 0.9 OUTLETS 24 25 LIGHTS 1.4 1/2" 12 20 20 12 1/2" 0.7 OUTLETS 26 27 LIGHTS 1.5 1/2" 12 20 20 12 1/2" 0.9 OUTLETS 28 29 LIGHTS 1.5 1/2" 12 20 20 12 1/2- 1,1 OVTLET5 30 31 LIGHTS 7.5 1/2" t2 20 20 12 i/2" 1.5 LIGHTS 32 33 LIGHTS 1.1 1/2" 12 20 20 12 1/2- 7.1 UGHTS 34 CONNECTED LOAD = 60.6 KVA r 60.6 KVA + 25% = 75.75 KVA � (208 13 ) volts = 210.2 AMPS r / If I I I 11\ 1 I I 11 I I I I I II ►1 11 1 1 1 1 I I I I I I I I I I I I I I 1461 L-2q I 1 1 1 I I I I I I I I I I I r I 1 1 I • l�or••■or� so mmmmm No a L-22 1 11 I I r 1 1 I I I 1 N `7' - H-17,lcl ' 1 \ E \ L-30 L-31 L-32 L-25 1 I / - 1 - rx27 LOAD CALCULATIONS NUT[ -FAMILY - NULTIPLE UNITS ( OPTIONAL METHOD ) SERVICE VOLTAGE 120/205 volt, 3 phase, 4 wire, grnd. wye 12 EACH "A" UNITS, 11C" UNITS $ "D'l UNITS 9 24 I1511 UNITS ( AVERAGE VALUES ) GENERAL LIGHTING LOAD (A) 13418 va APPLIANCE LOAD (B) 26100 va ELECTRIC HEAT or A/C LOAD 38 00 va SUB - TOTAL 47818 va TOTAL va PER METER CENTER per NEC 220-32 47818 va x 60 METERS = 2869080 va x 24% 688579 vo 360 volts METER CENTER AMPACITY 1911.6 amps L-1 Ground Floor 'Power and Scale:1/8" = F-0" R-25 I 1 1 e H _12,14 r / i r We 30 1 I !: F(DR I R-q,1I GF � R-31 R 16 r R-19 R-14 f GFI 1 I 1 -R-21 \ I \ I 1 FI / R-17 -\ 1 1 1 I R-3a \ I I }) I llan I I L-19 B�Ila��g I 1 I r I I I I I I I I 1 I I \ I 1 R-2q I 1 R-28 R-2G f 1 _ 1 / / 1 / I / I I R-2 4 -8, 10 �'oo■�■iuoo■� FRONT BALCONY LIGHT5- L-7, 8, q, I0, I1, 12,13,.14, 15,16, 17, 18 ROOF LIGHTS- L-20 ROOF OUTLETS- L-36 EXIT LIGHTS- L-57 Ground Floor Power and ]IegghtinLy Plan Oceanique Building B Highway A1A St. Lucie County, Florida aka Shcet MF-602 Rev. C o Ev2 8/27/03 4 `I I I 11 1 111 IBM ©NNIMIN oasao mum M mammmmwIN mwom®®��m no LOAD CALCULATIONS MULTI -FAMILY RESIDENCE ( OPTIONAL METHOD) SERVICE VOLTAGE 120 j 208 volt i hg ase SINGLE UNIT "B" GENERAL LIGHTING LOAD Unit size, sq. ft. 2303 x 3 va — 6909 va Number of appliance circuits 3 x 1500 4500 Laundry circuit 1 x 1500 — 1500 Sub - Total 12,909 va (A) APPLIANCE LOAD Range / Ovens 14000 vo Water Heater 4500 Dryer 5000 Dishwasher 1400 Other Misc. Appliances 1200 va (B) Sub - Total 26,100 1st 10,000 va 0 100% 10000 (A) + (B) - 10,000 x .40 = Sub - Total 11.604 21,604 va (C) ELECTRIC HEAT OR AIR CONDITIONING Heat 8,300 va x 0.65 5,395 vo A/C 0 va x 1.00 0 5,39 va (D) TOTAL va PER UNIT - (C) + (D) 26,999 va 26,999 208 va volts SERVICE FEEDER AMPS L 129.8 amps PANEL UNIT 'A' - 150 AMP 1AXTAGE 120/208 PHASE 10.3 W. SW 150 A FW9f MFr, So, 0 CAL NO. 00 AW, 10,000 15G (NCO.. EQUIP. KVA t� MIRE T" 1RIP NINE ` KVA EQUB'. CNAa 1 ACV &1 3/4' 8 45 SO 8 i' &3 AHU 2 3 - - 8 45 50 6 - - 4 5 RANGE 6.0 3/4' 8 40 30 10 1/2' 4.5 WATER HEALER 6 7 - - a 40 30 10 9 ORYM &0 1/2' 10 M 50 8 1' &0 OVENS 10 11 - - f0 30 SO 6 - 12 13 WAS1&R 0.8 1/2' 12 20 20 12 1/2' 1.8 NH97LPM 14 15 REiR1GMIUR 08 1/2' 12 20 20 12 - - 16 '... 17 DISPOSAL 0.8 1 12 ZO 20 12 1 1.5 SMALL 18 19 DISHWASHER 1.4 1/2' 12 20 ZO /2 1 1.5 SMALL EE 20 71 11C /M71 PM 0A 1/2' 12 20 20 12 Mr, 1.5 WE 22 LOAD CALCULATIONS MULTI -FAMILY RESIDENCE ( OPTIONAL METHOD) SERVICE VOI TAGF 120 j 208 volt 1 phase SINGLE UNIT "A" GENERAL LIGHTING LOAD Unit size, sq. ft. 2727 x 3 va— 8181 va Number of appliance circuits 3 x 1500 4500 Laundry circuit 1 x 1500— 1500 Sub - Total 14.181 va (A) APPLIANCE LOAD Range / Ovens 14000 vo 'Hater Heater 4500 Dryer 5000 Dishwasher 1400 Other Misc. Appliances 1200 26,100 (B) Sub - Total — va 1st 10,000 va O 100% 10000 (A) + (B) - 10,000 x .40 12.112 (C) 22,112 Sub - Total va ELECTRIC HEAT OR AIR CONDITIONING Heat 8,300 va x 0.65 5.395 vo A/C 0 va x 1.00 0 vo (D) 5,395 TOTAL va PER UNIT = (C) + (D) 27,507 vo 27,507 208 va volts . SERVICE FEEDER AMPS 132.2 amps 1 MASTER B- I . BEDROOM I J _ \ � I \ \'N I \\ i \i \ i ull `,.` B-27 / MASTER `\� BATH LIVING ROOM — — �J - --B-24 WH / I ROOM / \ \ kHz 14, n FWZMAORM0 I I I i / --- F HALL I i t 1 1 I it 11 I I I 11 I BALCONY 1 it I Z54�2 B-17 AF „ 4 — \ I I DINING \\ I ROOM KITCH. B-23\ , \ \ \ 00 4t�'V 0 ►1w ASTER \ DROOM \I I \\\ A -25 \\ fyI 13 Bf30 B-26 / FOYE=E \ A e D BR NAOKI AST— B-15 B 2 I J B-2B STUDY �) B-31 )3EDROOM #2 � J `B-29 BEDROOM #3 \ \ B -20 \ 'G,F BATH I I G / BEDROOM #2 MASTER ° _ BATH I I A-2B \ 1 0 11 — A-24 FAMILY \\ ROOM\\ �f:SS f L i HM F A-6, B A-214 SD \\ A- A-15�_—A 27 —HALL \ GF Fcl A-Iq A-ib112 I // cl KITCHEN / /..A-17 A-22 1 i I/ A-201 J 1 DINING A-20 A-15� ROOM A-21 7 ---- z BREAKFAST A 23 a NOOK T - \ FOYER \w 11 i I 1 /11 / man •ib O II LMMAI mm lV6 GFGI Lj B H / I II \ I \ / J II I 91 l STUDY \\\ \\\ A-31 BEDROOM #3 A-30 UNIT ELECTRICAL NOTES: I. ALL ELECTRICAL OUTLETS SHALL COMPLY WITH THE INSTALLATION Units H & I Power and Lighting Plans REQUIREMENTS OF THE "FAIR HOUSING CODE" AND SHALL NOT BE Scale: 1/4" = P-0" MOUNTED MORE THAN 413' AFF NOR LOWER THAN 15" AFF. 2. AIR CONDITIONING THERMOSTATS SHALL BE MOUNTED NOT HIGHER THAN 4B" AFF. 3. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS, SWITCHES, LIGHT FIXTURES, CEILING FANS, AND SMOKE DETECTORS INS'i ALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER. ALL BEDROOM HALLWAYS TO CLOSETS AND CLOSETS ENTERED FROM BEDROOMS TO HAVE ARC -FAULT CIRCUIT. GPTTLE20ttF [BELONG PER JUY 6,041 Units H & Mirrored) Power & Lighting Plate Rojo Name aMt rm Oceanique Building B Highway Al St. Lucie County, Florida MF-602 Rev. F °me E_ 7/6/04 PANT. UNi 'i — 150 AMP 0�01®I n E�Oam l ©aoaoo ove 1 ©m; I WIMIM oMGM , I 000000rr01rOm000M p MM E 3 0Amnnm 0iiMINE rrHINN �I me�veml0 0m m MIMI M MDR® ' IMIMM �JI �� LOAD CALCULATIONS MUL11-FAMILY RESIDENCE ( OPTIONAL METHOD) SEgmcEynl TAGS 120 / 208 volt 1 12hose SINGLE UNIT "C" GENERAL LIGHTING LOAD Unit size, sq. ft. 2300 x 3 vo-- 6900 vo Number of appliance circuits 3 x 1500 4500 Laundry circuit 1 x 1500— 1500 Sub — Total 12,900 va APPLIANCE LOAD Range / Ovens 14000 vo Water Heater 4500 Dryer 5000 Dishwasher 1400 Other Misc. Appliances 1200 Sub — Total 26,100 vo 1st 10,000 va 0 100% 10000 (A) + (B) — 10,000 x .40 = 11,600 Sub — Total 21,600 va ELECTRIC HEAT OR AIR CONDITIONING Heat 8,300 va x 0.65 5,395 va A/C 0 va x 1.00 0 5.395 vo TOTAL vo PER UNIT = (C) + (D) 26,995 va 1 26,995 208 va volts SERVICE FEEDER AMPS z 129.8 amps 1/ GFci 1 I I it 11 BALCONY 14, MASTER c-25 W.I/tC. �i'�B TN BEDROOI"I #2 1� \ BEDROOM — I \1 C-31 J I ASTER zzov _ I I BATH N I \\\\42T. 2 BAT 1 1 LIVING Q y 1 r o _Room \ o 91 J}---C-24 I D C-21 \\ C-22 I F 1" 1 VLY �\ "' i 1 I I O¢i"I \1` C-30 C-2ci �� I I 1 _ F r HALL J 1 I 1;--------- m EDROOM #3 1 FOYE II - F I PANTRY / I DINING G-17\KITC:HEN C-21�V I I / \ G �--� F ROOT 1 �----�io, i2 BREAAS STUDY G-28 I I c 5, 7 _ NOOK � o c .. 1 zzov r UNIT ELECTRICAL NOTES: 1, ALL ELECTRICAL OUTLETS SMALL COMPLY WITH THE INSTALLATION REQUIREMENTS OF THE "FAIR HOUSING CODE" AND SHALL NOT BE MOUNTED MORE THAN 4811 AFF NOR LOWER THAN 15" AFF. (A) 2. AIR CONDITIONING THERMOSTATS SHALL BE MOUNTED NOT HIGHER THAN 45" AFF. 3. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS, SWITCHES, LIGHT (B) FIXTURES, CEILING FANS, AND SMOKE DETECTORS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC —FAULT CIRCUIT INTERRUPTER. ALL BEDROOM HALLWAYS TO CLOSETS AND CLOSETS ENTERED FROM BEDROOMS TO HAVE (C) ARC —FAULT CIRCUIT. (D) Unit C Power and. Lighting Plans Scale: 1/4" = P-0" Hj DISCONNECT ELECTRICAL PANEL ►>� $ SWITCH % 3—WAY SWITCH $, DIMMER SWITCH WHIRLPOOL TUB GFCI 120V DUPLEX RECEPT db 120V DUPLEX RECEPT "-a GROUND FAULT INTEF t� 208V RECEPTACLE O JUNCTION BOX Q PHONE c� THERMOSTAT 4 EXHAUST FAN ELECTRICAL LEGEND El4 FIRE ALARM HORN 90 DOOR BELL O ELECTRICAL METER EXIT LIGHT ua PTIGAL EMERGENCY LIGHT, 2 HEADS Q INCANDESCENT LIGHT, CEILING, RECESSED INCANDESCENT LIGHT, WALL MOUNTED ER FLUORESCENT LIGHT (2'x 41) FLUORESCENT LIGHT (I'x 4') —= FLUORESCENT LIGHT (I'x 81) No. Revision/Issue F BUIIDPETT'UIE2004TM LING DP—JL 6, Unit j and B Power and Lighting Plan Rrtn Name am AEd YA architect, p.a. . PRvJat Name aM Al Oceanique Building B Highway A1A St. Lucie County, Florida IN R -- MF-602 Rev. F Wre 7/6/04 —4 PARRY Balcony (Rear) 332 SF Unit A 2818 SF (See Sewn A-l0 to v4� PImJ ©' IanRear C Y (( ) Balcony (Rear) Balcony (Rear) Balcony (Rear) - 20(1 SF 211 SF 209 SF 332 SSF s o 6 6 e t v g C 7 � Lg 8 L p 1t IJ 3 Mirrored F'1'. �t Mirrored K; Unit B Unit C r w°II Unit B Unit A 2338 5F 2530 SF 2332 5F ''. 2818 5F (Sav Slag[ A-m fa ✓Plmj (See U. "I W ve y Fl4' (See 81aN, A-11 fin V4' Pbn) ..rl (See Stint A -I$ Fe. V4' Pkn) n K, ` I ' i%'. � �. \\jlrr�=�■ r,_- urrrr - �rrrr■�—.ter rl: ���p 3 u 1 g, w< � - • 1s � }, ', p E4�t:..v nt.,vn,v w.' �..w, r.:a 'u1ti.Y JYP'tii. w a. � ■ 1 ( nY. h:F.e. i vhVy x4 (/ Puri �. (lea iFli ' • _ .�: IIIjlIY�' Mao ., 1i `: � yY ■ [' o.4 : '.. ��I " : �0 �I is � � � ■ 3 i1 �� �� ��� �" on aaaa Irrrrrrrr■©� wi orr —=+ion •::.:orrr---:—uor rron=.---:rrrrrrr� rrrrrrr.�_.rrrr�/� WALL LEGEND: 1/4" = 1'-0" EXTERIOR WALL ❑ ® ONE LAYER M GYPSUM WALLBOARD APPLIED TO INTERIOR SIDE OF IF METAL STUDS @ 16' O.G. WITH i° TYPE 5 DRYWALL SCREWS W O.C. TO EDGE AND VERTICAL JOINTS AND 12" O.C. TO INTERMEDIATE STUDS. APPLY Ile (LY 9']S WALL APPLY A STUCCO COATING V OF Cp`tENTAT10U5 COATING OVER 12' CMU BLOCK. 14° SHEAR WALL 14° CONC. SHEAR WALL. SEE K"s ''..•?''{; ;.��. STRUCTURAL PLAN FOR DETAIL5, SIZE, AND LOCATIONS. ❑ CONC COLUMN SEE STRUCTURAL PLAN FOR DETAILS, SIZE, AND LOCATIONS. INTERIOR NON -LOAD BEARING WALL ONE LAYER in GYPSUM WALLBOARD APPLIED TO EACH 51DE C OF 3-r METAL STUDS 140 O.C. WITH I' TYPE 5 DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.G. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-& INTERIOR NON LOAD BEARING WALL PLUMBING WALL ❑ r � ONE LAYER 3° GYPSUM IN O,C.ARD APPLIED TO EACH SIDE IN OF 60 METAL STUDS 16 0,0. WITH -I' TYPE 5 DRYWALL SCREWS S' O.G. To EDGE AND VERTICAL JOINTS AND 120 O.G. TO INTERMEDIATE STUD. SEE DETAIL 2 ON SHEET A-S. I HOUR PARTY WALL ONE LAYER in GYPSUM WALLBOARD APPLIED TO EXTERIOR SIDE OF 3-94 24 GUAGE METAL 5TUDs STAGGERED 0 24" O.C. WITH i' TYPE S DRYWALL SCREWS W O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUDS. 3-k R-II GLA5S FIBER INSULATION IN CAVITY. TWO LAYERS I' GYPSUM WALLBOARD TYPE "X' APPLIED TO INTERIOR SIDE OF 6' METAL STUDS. BASED ON UL DESIGN No.. U420 AND GYPSUM ASSOC. FIRE RESISTANCE MANUAL. SEE DETAIL i ON SHEET A-8. PLUMBING WALL 1142' HIGH) _ ONE LAYER e GYPSUM WALLBOARD APPLIED TO EACH SIDE C T OF 6' METAL STUDS 16 IN O.C. WITH le TYPE 5 DRYWALL 5CREW5 W O.C. TO EDGE AND VERTICAL JOINTS AND 120 O.C. TO INTERMEDIATE STUD. Life Safett� Scale: 1/8" = l'-®" MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS AND 'OPENING PROTECTIVES WALLS AND OPENING COMPONENT PARTITIONS PROTECTIVES SHAFT ENCLOSURES (5TAIRWAY5 4 ELEVATORS) 2 Hr. 1-1/2 Hr. ALL REFUSE CHUTES 2 Hr. 1-1/2 Hr. REFUSE CHUTE ACCESS ROOMS I Hr. 5/4 Hr. REFUSE: AND LAUNDRY CHUTE I Hr. 5/4 Hr. TERMINATION ROOMS OCCUPANCY S PARATION5 (RESIDENTIAL) I Hr. 3/4 Hr. FIRE ALARM PULL STATION 5 PANTRT f V. Life Safty Notes: See sheet E-I for Fire Sprinker Notes, Fire Alarm, and Emergency Power Notes. Life Saftey Plan Rlll Ndn:C Nd Pdd GYS PmFR. e architect, .a. amlcecwl.• �wln Qwasaa�y, f/OI S. yg1�y,�r /sw Tln•IIY il. d3W. i131) iN�HY Pam. (SIf Jb�S4YJ (tla Pmkrtnane aid lddes Oceanique Building B Highway A1A St. Lucie County, Florida rmea stet MF-602 Rev. C T �e JLL 8/27/03 4 , P�3 PC3 � C3 — � O C� C3 I C3 PC3 PC3 C3 C3 PC3 C2 PC3 PC3 II C3 r (6)FILES PC3 i irARIE5,25fD' - 8.50' NGVD BENEATH C3 C3 PC3 5/PILE CAP OR BEAM _' @ N3 TIES $" `� (4) r19 REBAR VERTICAL w FULL LENGTREHOFRPILE L A 1 -0II 1 I t4 C4 PC7 C2 C5 PC5 PC5 C5 C2 EllV/2" PC6 C4 - - I I C4 ' PC7 C4 FP—C -71 PC7 C4 C4 PC6 TM1 CI) #B VERTICAL i It (4) e VERTICAL 1 '7 #3 TIES 1 I I II I SECT. A A 1183' lIB3' IIE3' I S, _ VARIES, -S.00' to -300' NCs-VD rig _0�Ju �P w 4 - ._6 B/STEEL CAGE Y F � � � � .� � s � - 1 � PC17 I r = q_�_, �", 0 r CD L. I--- cr CD ua ® W CC4 Mz IN cm z Q b = w~� Lu a M Z c mzcm z� Z F zmw D � n O cc � pw i rz V F: G� - 0.00 NGVD� wn m}PILE TIP PC7 C4 C PC7 �F CAP "MUSHROOM" C4 PC6 PC6 C4 UP BENEATH C7 (L PC8 -(5)PILES I BENEATH 5W2 PC7 C7 C4 PC7 f CN TYPICAL PILE I � (2) PILES BENEATH GOLWIN 1 � I � � � i No sGA�E PC5 g � � � IIb3' IL50' _ H < $ v D — — C PCl -e° -e C5 PCll i IIb3' PCiS IC9 5C5 E C CE 1 `cqC6 T owl C3 D � T — ECc 15 — F jt L rd TYPICAL GOLL"N C4 C CC - 1'-8 1 5545 T45 — — a I v r v v v v �� v •• •• ` ". � ,,. :e. ,.,aq • �� � • - -- I • I� A r,\.. ,►. �\ III si \i �'.. • VI Ar • • • � L COLUMN SCALE: 1/4" I 3 PLAN N TIE SPACING 8 SPACES e 6" SEE FOUNDATION SCUFnw F iT TYPICAL GRADE BEAM PROFILE NO SCALE TYPICAL GRADE BEAM n� 0 FOUNDATIONL.AN T/PILECAP d GRADE BEAM = I],OO' Nl::;VD U.O.N. 1/8"=1'-O" 682 SECT. NO SCALE T<B T I ESe24" r \ 2 8" 12'-" _ 6.1 7 7.3 RE \\\ \ WIDTH TP..mm.= , �t , \I SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" SCALE: 1/4' = 1'-0" SCALE: 1/4" = I'-O" SCALE: I/4" ST. LUGI "IBUILDING DIVISION ISIONTPICAL -LE APTE�`EIROMPeNC TYPICAL PILE CAP *SEE FOUNDATION SCHEDULE FOR STEEL NO SCALE REINFORCEMENT COLUMN MARK Ct PILE CAP MARK PC3 GRADE BEAM MARK GBl CONCRETE COLUMN REINFORCED CMU WALL CONCRETE SHEARWALL $0'1 CMU WALL(AL CELLS GROUTED Sam) AUGER CAST PILE SPREAD FOOTING F4.0 TOP OF PILE CAP A4 \ 6-5° ELEVATION TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33.00-1, FLORIDA ADMINISTRATI\ CODE. TO THE BEST OF MY KNOWLEDGE, THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE I-W, "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOAD ASSOCIATED WITH. A MINIMUM BASIC WIND SPEED OF 110 MILES PER !-TOUR. TO THE BEST OF MY lNOWLEDGE, THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORA' _ INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH REVIEWED BY— E.W, = EACHWAY S = SHORTWAY L = LONG �)AY ANSI/A5CE "I-W, "IlINIMUM DESIGN LOADS FOR SUILDINGS AND '�K+' m OTHER STRUCTURES' SECTION 6, TO WITHSTAND THE WIND LOAD DAT �- SEE. TYP. PC DETAILS THIrJ SHEETOTHER WITH A MINIMUM BASIC WIND SPEED OF 110 MILE5 PER HOUR c71onP1 WI $44 FOUNDATION SCHEDULE REBARFy (0000of s, MARK DIMENSIONS REINFORCEMENT -REMARKS WIDTH LENGTH DEPTH TOP BOTTOM TIES PC3A (o'-0" V-6" 30" g_ L 112- L PC3 (SEE THIS 5HT.) 30" - -0 WAYS PC4 (o 0 6'-6" 30"- 145 E.W. 1348 E.U.J. PC5 8'-0" 8'-0" 30" 8-#5 E.W. IS-#8 El. PC6 6'-0 10'-0" 40" 114S PC7 IG'-0" 10'-0" 30" 1145 EUJ. 2048 E.W. PC8 10'-0" I0'-011 40" 11-#5 E.W. 20-n E.W. PC10 B -0" 15'-3" 3(0 046 1 8- 8 PC11 9'-0" 15'-3" 36" PC151 tot- " 17'-0D 40" - - - -- PC17 9'-O" 20'-4" 3(0 4148 = _ PC20 V-0" 24'-0" 3(0 1545 - PCES (SEE SHT. SU 40" (SEE PLAN) GB 2 24" 30" 245 246 #3024" FWF 1'-6" 10" 244 FTE1 12" 12" 244 TE 1 12" 12" L - TS1 1 24" 16" �,45 F8.0 8'-0" 24" 9-#4 E.W. 943 E.W. ELASTOMERIC SEALANT (3/6') m BACKER ROD (5le DIA.) L. \ , 0 MORTAR FREE JOINT ` ?r 1.1 2.2 4.3 6. i 1.4. 1 1.4 1.5 2 `5 4 5� El $ 7 7.1 7.2 8 ---- — „ ,-10" ,_ " _ !�S REBAR IN GROUT FILLED w n CELL EACH SIDE OF JOINT. a MCJ MCJ CJ2 MCJ MCJ MCJ MCJ MCJ MCJ MCJ MCJ McJ ELASTOhERIC SEALANT (3/V) FWF __ -FWF - - - - - - - FWF MF FWF FWF FWF FWF -FWF FWF FWF BACKER ROD (3/5" DIA.) n - -- — -------•--- ------ - ---- — - _ --- — ---------- - A A — • • -- -- ---------- - _ • • • • • • • • • • • s • • • a • •. • • " • • • • • • • -- --�- - ---- -- ---- -"" • " '- '- - - ' - ----' ORTAR FREE JOINT •�- C3 MCJ • 4'-8" M X. SPACING C3 C3 C3 C3 2 C3 C3 • I MCJ •I i Sc sc � I , � TEi TEi � � c7 . Sc -CZ - sc a k % N i 15 REBAR IN GROUT FILLED � a M CELL EACH SIDE OF JOINT. Z o>a I LYl � i " _ CONSTRUCT MCJ'S �1 d'-8 MAX. i f Sc • 1 .' i SPACING IN FRANGIBLE WALLS AND W T>P a ADJACENT TO COLUMNS 4 SHEARWALL5 zz"' t t9 Ems• o�x B Sc Sc — — ScSc Sc — w a C4 sc 5C —sc - r C4 ,C 4 MASONRY G I�TR L JOINT (MCJ) cm G S cm I t Sc - NO SCALE z 1 SC S 2 AJJ cw7 S i FWF 15.00' NG ( 3000 psi CONCRETE SLAB vS • jH SC lljrinl�5C ? X, ' TIFiN 5AWCUT SLAB JOINTS Q CN l GRADE. FO CE WITH x t T IN. FL. ? Ii ! i I rs" WIDE x 1'/a" PEEP. MAKE FIBERMESH (15q cy)R n FL. I N vL'i N y. vi N o- j• S I S WITHIN 12 HOURS CUT IN i w OF PLACING CONCRETE N (n (n N N to In V) N N V N N ' ', Sc i - Sc 4 LAB TYP. ° •; b MIL POLYURETHANE i VAPOR/MO15TURE BARRI R ', SAWCUT SLAB INTO • sc SC __—_, ; Sc r ; 25 S.F. (MAX.) SECTIONS 1 1 - C 1 — SC — Sc r C4 Sc� Sc - C S C14 SC Q 13.00' NGVD C o C4 3000 psi CONCRETE SLAB ! - -- - T/FIN FL. `) 5AU.CUT SLAB JOINTS 6 ON GRADE. REINFORCE WITH j I ti 'SC Ems... j ''%" WIDE x Pra" DEEP, MAKE FIBERMESH (15R/cy) CUTS WITHIN 12 HOURS sc _Sc ! OF PLACING CONCRETE " ° 4" LAB TYP. - j Sc Sc b MIL POLYURETHANE SC i VAPOR/h1 STU SAWCUT SLAB INTO ' CI RE BA _ 1 • , ; RRI R SECTIONS A5 SHOWN j--------- --------- - --FwF i r,; _ <t ! ON GROUND FL. PLAN ----- - - --------------------- ------- ------------ ---_--- ------ I ------ --- - ----- --•_--' a ' - -------------'- ------ --------' I / ---- _--- t/ • ; , i II sC �__________________ _-- _ _ ________ __ ___-_____---------- ___________.__._____ __________-________ _____—_______.______ __________ __-________ j F ' 13 33' ` : T NDdNG ,} — --- — i • I FiYF I " , V V V V V V V V " --_ (� } C ), 9 U O t' L , �, � AB DGRADE N N N I .. 3 D --------.. ----�--------------` ., _.; � yr :n a ;3, -- - - - --- rt • ; — D ` FWFCD ------------ --- - - - - - -- - -- D.8 % • • • • •• • e• • • •• a• •• a 13,54 •i _ -----• •__ _------.-'_`------- ----- ----- -----•-- __..___--------------------- --'------ I.J N F — Sc ;, C4 C5 C6 ! i FWF ` NGVD C5 E a , SC FWF 1 ( Sc Sc Sc Sc C4 ------�-- ______•� ---�---------- ' , ! i I - • ; — 13.00' — ; . T/FIN. FL. - - s N FOR REItNF: R 1 I — — - ___ _ ___ _____ __________ ______ F SEE CND. FL PLAIN i v sc F.9 1 1 1 w v ;, i � G I + ScIola Me SW3 N sc � • sc Sc — -- S� — C4 sc ---------- ---- ------- C7 ! I ----- +— — G b" SLAB TYP. H — i 1 FWF SW3 ; . a • a • I j j I� I I 1 I 12.3 NGVD I I � i i i a. � 1 T/FI . FL. 5 I I aI� J , - - ! ------- �� E SZ 1 ---- ---------- I yFWF _ FWF : - 3 H5 BOTTOM - I C6 1 _ ---- I I 1 _ J b MIL VAPOR n 24 ` — TE1 • TEl BAR I Y C R ER TYP. 71 ;• - - K TEl-------------------------------------- ----------------------------------- TEi 1 TEl PE1 —� TE1 TE1 TE1 TEi TE1 r-- --- --I — K I ; SEE GARAGE & TENNIS -- -- C 1 1 C 1 I OD11RT PLANS FOR FOUNDATION I I i i i n ► n n $1 "S AREA. , - 4 THICKENED BLAB (TS1) " ,- " - — iz tz tz tz 12 i CB i F8,0 t C8 i F8,0 ��� n t--- ___ - - '--- ____---i 31 tH REBAR 6 EACH i 25'-9 15/16" i '� " ' n i -�' -- - REINFORCED GI'1U CELL 4 " - -- '4" I' ----3 4 1 SLAB ON GRADE FRANGIBLE SLAB 1 1.3 2 2.1 3v] 4 4.1 4 3 j 6.19 7 i 7.3 8 `, ON GRADE ON GRADE r ----- ---- 182 -8------- --- --- 4" SLAB TYP. 4" SLAB TYP. tL ° W a•. °a L� I a U WIDTH BOTTOM REINFORCING WIDTH BOTTOM REINFORCING F8.0 --I -- ` SEE SCHEDULE FOR ---' SEE SCHEDULE FOR (gyp i 0 ---_� DIMENSIONS 4 REINF. Z � GROUND i �d � 1�., V r---- r---^ ---^� DIMENSIONS E REINR , ���� '��, �.. � I I I (TE1) (FTE) i 77's I, FINISH FLOOFz = L3.00 NGVD UNLE55 NOTED OTHERWISE /8"=I'-a" i i i { SLAB ON GR4DE CAVITY CAP i _ --, - _ -j -� - - - M h_ 15,00' NGVD 3 \ ; C8 q ' FRANGIBLE SLAB \\j\\� \ \\ FRANG15 EL SLAB I CB L__-__ __-_� _ L_-_- ____J _ 5 _ THICKENED EDGE ON GRADE \f/// , .. BITUMUNOUS '/ �/\// 4N GRADE , n r WATER13DO, NIGVD WATERPROOFING�/ j\\ ,:. --� - '/\ MASONRY CONTROL JOINT - NGVD/ ° / \. FRANGIBLE WALL FRANGIBLE T/2nd FL. q • r �,"- FOOTING (RUF) WALL FOOTING (FWF) p , n , „ ,y,_�n n nnfl r n __ _. •'�—_•1 —'. :♦ ids-. --_ _.-- - / rj!V/ / + -- 9 SECTION 8 SECTION / ti S2 4"=1'-O" S2 pq"=I' ©" �% $ CAVITY CAPS CUT OFF VERTICAL ;{ •/ _ JJJ — —� / -- AT EACH REINFORCING I" TA ----------- E!_EV/Ai' R SHAFT � 12 x'W COLUMN CMU CELL BELOW SLAB GRCN17 ALL �\ -- -- -- -- SW3 �- (G9) �� tj SYMBOL MBOL LEGE! CELLS SOLI_ \ f VERTICAL DOWEL a THK. STRUCTURAL SLAB, 5-B STAIR DGWELS I FRANGIBLE SLAB - - - FRANGIBLE SLAB & e - -- ON GRADE GROUT ALL CELLS SOLID " /' FACE OF BLOCK �� % - i / COLUMN MARK Ct MATCH DOWEL DIAMETER REINF. W/#4fi10" TtB, ElU r-_ / ON GRADE i AND QUANTITY WITH - -- // A7 MASONRY ' -- - - :' / / I, CONCRETE COLUMN CONTROL JOINT �. „ ; � GCILUFIJ. "� , ... , ! APPLY BITUMUNGilS .�.-._,-„ _13fD0_`NCsVD� I ' % ` WATERPROOFING TOT/FIN� ���7_\ REINFORCED CMU WALL ISOLATE WITH 3ID1 ASPHALT APPLY 81TUMUNOUS / % \ BLOCKWALLS BELOW 1 �/� 0 U IMPREGNATED PAPER WAtERPROCING TO �\ / i �\ y / / GRADE , i FRANGIBLE CMU WALL .. BLOCKWALL$ BELOW • . \-% \ a m SLAB ON GRADE GRADE \\\ /\ /\/ /�/ \/ �\/ / \ / N5 REBAR IN / ,� COORDINATE WITH ELEVATOR %% /% GROUT FILLED CONCRETE SHEARWALL \THICKENED SLAB \ ��d Q MANUF. CNN SIZE A1ID LOCATICNN\ CMU CELL. SWt \OF 5 UMP o \ \ \ / MASONRY SHEARWALL v: //\rj% %�f/ `BQ a/ P LE GAP IT W ELEVATOR j \/y' Y� /�� / swl /� \ \ \ \ \ \ ` � / / � j % •-;:� j � -FRANGIBLE WALL FOOTING FWF 3 CLEAR- tOP REIt�ORCING-I_ °\ \ / \ 1 / % D ; III I1-1 - _-- � �I I III ii ��� I —II /\ 8lDO NGVD �, f •... .,. • .♦.. ,.... _♦. a :. ♦, s.t'. 4 T CE -V / i -FRANGIBLE THICKENED - . .... ., .. ..PILE CAP (PCES) ..,. . .::.. ,• TE I- - . SLAB EDGE • II III - ,:,SEE SCHEDULE; •L _,ti' III— II ;.. ..a ::".a- .:. ..' ... •.. ... :... ♦. .: ?.. a :•. t •. .�" 1 i—III-III - I IIi I - - ,_ _ b. ..: ,...,. , . '.... , .,:. •.. :. .. . THICKENED SLAB II! III III -III - _-_ ♦,•. .;.,<.-'•.. ,. ... _.. .:••' CELL II I I I=III=1 { { {_ "_ .:..r. �.. E� . i - THICKENED EDGE TE .. 5,83' NGVD -g y q T/PIL TH CKE I_I=1 1 • • • • Ll uf /'-► / MASONRY CONTROL JOINT MCJ F _-.' , . T/CND. FL. II{ TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND 'p n SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ♦ '. �,. REINF. 4 k1 MCJ's ESTABLISHED IN SECTION 628-33ZOI, FLORIDA ADMINISTRATIVE WIDTH XLENGTH -SEE SCCEEDULE --_-- 2B'-5" CODE. BCITTCN 1 WIDTH TO THE BEST OF iM KNOWLEDGE, THE MAIN WND-FORCE REINFORCING RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH S E FOUND. SC ANSI/ASCE '1-9$'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES TYPICAL SPREAD FOOTING (F) SECTION THRU ELE:VAi•OIRISTAIRINE:LL PER HOUR f R TO THE BEST OF MY KNd.ULEDGE, THE COMPONENTS AND NO SCALE j 2 �' F R A N G I L E 1J A L L �t FOOTING &� ®T I i 1� G CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSUASCE i-W, "MINIMUM DESIGN LOADS FOR BUILDINGS AND S2 NO SCALE OTHER STRUCTURES' SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. MM m c.9 Z N o w � Z 0 Z U W H to 4 O 1 r 0 J 1.1 2.2 4.3 i 1.4 1.5 2 3 4 5 1 4° n , n UNIFORM DIRECTION TERMINATE COLL9 N OVER BANDED REINFORCING IN ROO 7. DIRECTION 7.1 7.2 g 13$5$ (NGVD) SLAB ywI R 1 t-. 21S P.9 i ROOF to ---� o n r, Yo n n o n a 1 88 K N (3.7) (3-75).. (3.75) (3.75) (3J5) (3.75) ( 7g) (3.75) N 1 88 K (3.75) , t: ,� "':' . 1,5'.-:', .. .' <, ",: ' 2;0: _.. •., ,2S ...'.. 4' 3.0 :. ':.' ,2.25 .: ` .. 4 5 I I i. C �. C� . I <o t i h I d I a cq .{:4. r ; Jo R i st�12" L ®i 2 456K 1 o a {s:o) 268K (6.0) (6.0) o (6.0) (�;p) g (6.0)cq o o^ } K .' v (1.0 4.75) (6 0 2.25 (4.75) a° 2,25 1.0 ( rri (6 4.75) co p) 456 (30) a ,. 7-�_�� -- - 11- 5 ���. ��.� ���� _� 2.25 7_ 5 B ��_��� o cc it- 5 3_ 4 3_ 4 7_ 5 "��' I ` ®v._s_(1 >'�� # "--"__' # i 3-#4 3-#4 __... 17- 5 u5 -- -' i. (3.0) 6-#5 C6 C5 Lo C5 n o of C4 I i o C4 C4 6 #5 „ +:.. m ( rl r 11 t it I r' 24A2'(NGVD) i i C\2 0 0 o r o T/2nd FL. �) i{ o V) R, 0 0 R 7" POST TENSIONED SLAB �I II it ( aI II P' 6I v ® tt ` I v ' 295 .®®., �- - -- -- `!- - - _- --- s.o) 50, ra �d _ - (G.o)-----� _.,-..._._.._�� ��)---- - --- #4 _ _- 60 3-#4 -' 295 5 0 0 (2.5) o ( ) C (3.5) 6- 5 0 9 (6 15- 5 ° 9- 5 8- 5 to D 3.5 C4 C7 5 #J I C4 C7 1 C7 I1 � s-#s 6_ II II i R 11 o 0 5012" # #5012" p p R :.. "� 1 1 2 C9------------------------ x "ice` ^ 7- 5 N a, C5 ' x i 7- ------------------------ - --- '� - wil 5 -------------- -Iff _ .I•` ,� 1.0 .r :� h .. �'++w; <'... jr'----------- ------- - --- - 4-- ------9'-':i!5-------- 1--J----- O •�' 'c,(5.0) �- 1. � p^ 1 1 K -41 32 ZtTZ5 (CB4 cc 8-#0#5®78" I #51$' ''61 �,, ^"�+- (6.0) (5. 6 5 If R 6- 5 -- ____ '' `(6.0) "".`3-#4 _.Q 6.0 �s._.�.�....i.liL1,25Z - �.��� ,,,••' #5 0 #5>�1$" ' I W c18" 'n 5 QF..C5 ------ - ®1co ) d'd' (6: "- g_ 55 Ic 5.25)„ n a v 10. 6- 5®12" C7 (5.25) (2.0) r (4.25) (5.25) C4 LL (5. ) C7 r i R _ _ - 1..1. ----- ------ r. r 0 I I /a 04\ (4, r5) I l i/B'OSi ...% 7; ... d .m, .u<:. .. ., .: , . .. ... ,. _., ,.c .. .. ... .. _ .. . . ....x�:'!'I .. a vc� is nc, { I-- ---___--- Anc 4 #5®12 SECT. A 1 I/ „ _ 1' - 0„ "ERIICAL REINF. OT SHOWN $ROUT CELL SOLID) 1/2"0 8'xl" "L" BOLT U)/r'lgox 2" WASHER 2x& P.T. 12.0 x 61,2n WEDGE ANCIHOR W/!g"4"O WASHER 1 (PLAN) N 4) (4.1 G PLATE I I 5 i I C12' w' I I- I I I- i I _ - 68) L11.1 ' " 1L.], ----------------------- It - ---- --- L --- 6 ---- -- --- - --------------- ------ 7------------------- ---------------------------------------- --------------------------'-- m *-- PRE-MANUF. WOOD TRUSSES t SEAMS, DESIGNED BY TRUSS CO's DELEGATED ENGINEER r TBEAM=2S.50' NGVD i - -r-. -- -- - - --- I-' IV - 2 4 REBA R TOP & BOTTOM CONCRETE COLUMN BELOW (2)#4 TOP & #3 STIRR � #3 STRIRRUPSC�3' TYP. ALL ARM S OMIT SHEARHEAD ARM © SLAB EDGE S TYP. FL: SHEARHEAD fi F�G�D)g ` NO SCALE RECTANGULAR CONCRETE COLUMN (ROUND COLUMNS SIMILIAR) R \ Q lu cl 01 Ik ru I SEE PLAN 514EET R SLAB THICKNESS ,, . �E PLAN SHEET " FOR 5LAB THICKNE55 TERMINATE CUT-OFF BARS IN COLUMN A50VE mQc� SEE FLAN GHEE' FOR SLAB TkCKNE66 0/2' COVER TO TIES TYPICAL (21/2" BELOW GARAGE FLOOR SLAB) SLAB PENETRATIONS GREATER THAN 311/2"* + w j v .> , ' �,•.. MUST BE APPROVED 5Y ENGINEER OF = g' c I 1300' NGVp UN. T/PI�P - -XrVARIES BOTTOM CRITICAL SLAB SHEAR A PILE CAP OR AREA GRADE BEAM - TYPICAL COLUMN NO SCALE VERTICAL REINFORCING- T (SEE COLUMN SCHEDULE) 16" x 24" 3/4' CHAMFER 7777 AT CORNERS , 1a'z2" CL. TYP R ALL FACES #3 TIES 6 12' VERTICAL REINFORCING (SEE COLUMN SCHEDULE) . '. 12" x 12" #3 TIES 6 12" (WHERE 12" MID -FACE VERT, REINF. IS 314" CHAMFER SPECIFIED, SEE SCHEDULE) CONCRETE COLUMN SCHEDULE r = = 6m,0Om psl ry 00MpF COLUMN C1 138.58' NGVD MARK C2 C3 C4 C5 C6 C 7 C8 C9 T/ROOF 13th FL, TO 126.00' NGVD ROOF T/13th FL. 12th FL. IISSDS' NGV_ TO h FL. T/12th FL. Ilth FL. TO loerl, NGVD 12th FL. T/Ilth FL. 10th FL. TO 9S.15' NGVD 11th FL. T/10th FL, 9th FL. TO - S0.33' NGVD loth FL, T/Sth FL. Bth FL. TO 80.212' NI Sth FL. T/8th FL. "Ith FL. TO -11,50, NGVD BthFL. T/-Ith FL, 6th FL. TO 62s8' NGVD 1th FL. T/6th FL. 5th FL. TO 4 -ft 52.6-T NGVD 6th FL. y2EF. RJxVI6" T/Sth FL, 4th FL. 4-#8 4325' NGVD TO 5th FL. 2 EF. 036116" 3L-25 (2)3616" fqr T/4thd FL. 3rd FL. 6-#13 33,83' NGVD 30 TO 4th FL. 3L-25 (2A3616" I 8-1110 4L-25 (343616" T/3rd FL, 2nd FL. 4-#6 8-#9 4-#9 10-#10" III24.42' NGVD TO 3rd FL. 2 EF. #3612" 4L-2S (3)#3616" 2 EF. #3616" 5L-2S (4hf3616" T/2nd FL. T/PILECAP 4-16 4-#8 4-1i1 10410" 6-ft 4-#9 14410" S41 2046 VARIES (NGVD) TO 2nd FL. 2 EF. #3612" 2 E.F. #3812" 2 EF, #3612' 5L-25 (4J#3616" 3L-25 (243616' 2 E.F. #3616' 6L-36 (443616' #3624" IOL-26 (911P3624" T/PILECAP l2"xl2" 12"xl2" 12"XI8° I6"X24' 1 I&OX24' i6"x24" 1 ib°X24' 24" DIA 12°x iV REINFORCED CONCRETE COLUMN COLUMN MARK C7 CMU WALL (GROUT ALL CELLS SOLID) CONCRETE SHEARWALL swz REINFORCED CMU WALL WALL OR BEAM ---8�--- BELOW SLAB '`--- EXPOSED CONCRETE POST -TENSIONED REINF.--�-.� TOP REINFORCING -- --�.� BOTTOM REINFORCING --- _ SHEARHEAD MARK TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND SPECIFICATIONS ARE N COMPLIANCE WITH THE STANDARDS ESTABLISHED N SECTION 62B-33,001, FLORIDA ADMINISTRATIVE CODE, TO THE BEST OF MY KNOWLEDGE, THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 'I-W, 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. TO THE BEST OF MY KNOWLEDGE, THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE -1-98, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. m 0 n U st Z P2 C7 �rs72M Wtom z e;N� W �ocq� L acq cl, 1J mrRira� D 8�zz CM v o o x'a co E- � w Z c> C] z }� z U G7 x a 0 Li Z) V) 0 H W rl V) 0 (� 0 W ry m C9 I Z O 0 1.0 M L >� 0 :r F- Z z U Lj LLJ f� 0 d C EDGE7 K p O T O S6 188 clj N. v (3,75) N (3.7) (3.75) C I 4 4;"x4 `®'8 in p 1 0 o I v : N N n ", 5012" 456K (6.0) K 268 _ uo (1.0 4.75 6 2.25 (30) ... — ---- 7-I5---- �� o — — — — — — 11- 5 3-#4 C5 v s-#s C6 r Bh' SLAB EDGE (3 75) N (3.75) (3,75) (3.75) (, 3 C Ulliff 5 41T ' o (6.0) p (6.0) (6.0) 0 4.75 O 2.25 1.0 2.25 --- — — — — — #—_.-- _w®e}-- —----�^� 5------ 3- 4 7- 5 1 # _ 3-#4 - Lo C5 o C4 1 1 C4 1 0 1 1 � I 1 7" POST TENSIONED S)A$ vl th' SLAB EDGE ^ to s o s l o K (3.75) pp 5'. k V { 2.75 b' � • 7nJ�ri� 18� •,.. p N o lV v 0 lV r I is x' (6.o) o o .cc 4.75 1.0 v 456K (3.0) _ o -------7-L5 — C4 s #5 4 i a F O O O Q 1 p N Ln 1 �n 295K ' --- — --- 5- 5 In 0) 1 1 3-#4 4-j4 4-#4 4-#�` I 4- 4 5- �5 ----_ -. (6.G) (6.0)-- _- 6.Oj_-- # _ a�m®� _ _ 6 G _®-� 4- #4 -#4 3-#4 ii �� (. -® ( 4 —_— 6.0)----_--_-- 1 295 o {1.5) o {2.5) p (2.25) 4.75 _ ^ ( .5} L6 ( ) (2'2 ) i (2.25) o o (2'5) 0 5) c - 6- 5 15- 5 _ N C7 I C4 I C o-# 0 0 #5012" N N MI 11 #5t�12" o 0 u ... 2 W 5 (PLAN) 1 V Xi x E r d ®-13th FLOOR -- - S 0 5TANDA HOOKS BEAM SCHEDULE (ALL BEAM CONC, f'r- - 4000 PSI) A IG DIMENSIONS REINFORCING REMARKS (DIMINISHED STIRRUP DEPTH AS NOTED) WIDTH DEPTH TOP BOTTOM MIDDLE STIRRUPS B1 8" 33" 2-#1 241 245 #3012" (5",2-1") B2 H 24 H 28 4-#8 4- „ t " B3 8° n" 2-15 2-#5 (5"xii") B4M21- #3G12" t5"x10") - B5 #3�12" (5"xi2") B6 #3012" (5"xl0") — B7 4-#5 #3012" (5"x2o") CORNER AT OUTSII ONLY S L L 48 BAR i, SPLICE 70P BAR9� START TIES �''� DIAMETERS AT MIDSPAN AT COLUMN FACE SPLICE BOTTOM AT COLUMNS DIA "I COLUMN OR WALL ELEVATION 125 A BAR 1, 46 BAR COINER BARS BELOW TOP DIAMETERS (TYP) DIAMETERS (TYP>REINFORCING a ABOVE /7BOTTOM REINFORCING. )IG TIES �H&m BEAM •. CORNERS INTERSECTION BUNDLE TOP BAR5 _IS ol • A a ° AS SHOWN T2 TIES-,,-, Q TS TIES .p ° . p _ ° 8 w w TIE (BUNDLE DOUBLE ' TIES TOGETHER WHERE °� W M ' w w P05T-TEN5I0NING END SPECIFIED IN BM. SAC-H.)p C o O O ANCHOR (PLACE BEHIND TOP BEAM REINF. BAR �z AS SHOWN) BUNDLE BOTTOM , W BARS AS SHOWN Ilk' e " e 1142 OW TO OUT I/ II I/�" qtt TO 0U7 ^~ \~ n Tres s O rres I 1/Z I IZa our To our 1, 1,I I/z" WIDTH U WIDTH Tres711 WIbTH TYP. SECTION THRU 13EAM TYP. BEAM SECTION SECTION THRU P.T. SLAB AND BEAM WITH (4) TOP & BOTTOM BARS WITH DIMINSHED TIE DEPTH (REFER TO BEAM SCHEDULE FOR DEPTH OF TIES FOR APPLICABLE BEAMS) O z` O U O � O W w CQ .+MMca Z. �6g� c7 Z c� z A q y ,n Z azz`C' F 05x" cm x2oaw Z � LLJ CCD Z p z LBc U TYPICAL BEAM REINFORCING DETAILS - SEE BEAM SCHEDULE FOR REINFORCING DEAD END ANCWOR C HANDRAIL POSTS 2 #4 REBAR CONTINUOUS V NOT TO SCALE �. COLUMN OR WALL 6" ALONG ALL SLAB EDGES 2" CLEAR w 02 x LI g 02 x LI 02 x L2 TOP REINFORCING 02 x L2 n 2^ MNIMUM M� MINIMUM I MINIMUM BOTTOM REINFORCING MtNIMUi Iva" COVER AT 1 LEARANGE c i EXPOSED SLABS\TT 02 X SPAN SYMBOL LEGEND STANDARD , i LENGTH REINFORCED CONCRETE - COLUMN LLI CONT. LI M u SEE SHEET 56 C I� (n COLUMN MARK CI Z 2#4 GONt. N UNIFORM TENDONS—r O ALL SLAB L1 OVER BANDED MILD STEEL REINFORCING ' EDGES BANDED DIRECTION OVER CMU WALL (n_ O NOTE: BOTTOM REINFORCING TO BE UNIFORM DIRECTION (GROUT ALALL CELLS SOLID) SLAB + �+ A' STRAIGHT BAR UNLESS NOTIFIED OTHERWISE USE PLASTIC CHAIRS AT ALL 2x EDGEFORM TYPICTYPICAL �L /, REINFORCING EXPOSED SLABS #4 SUPPORT REBAR CONCRETE SHEARWALL 1 > AL i C H ii STANDARD SUPPORT CHAIR. SW2 3/4" PLYWOOD FORM BANDED TEND � REINFORCED CMU WALL ® � OVER UNIFORI`1 AT � TERMINATE BOTTOM. BARS AT COLUMN OR WALL CENTERLINE NO SCALE UNLESS NOTED OTHERWISE, COLUMN 2 #4 ONE TOP A BOTTOM. UNIFORM TENDONS. STRESS TWO WALL OR BEAM Bi PROVIDE rp SUPPORT BARS AND CHAIRS TO SUPPORT TOP EXTEND 6" BOTH SIDES OF AT SLAB EDGE PERPENDICULAR BELOW SLAB ----- -- STEEL 040" MAX. SPACING. BANDED TENDON GROUP. TO BANDED TENDONS BEFORE STRESSING BANDED TENDONS. EXPOSED CONCRETE PLAN VIEW NTS" POST -TENSIONED REINF. �., CE, SPAN ✓F COLUMN OR WALL 1'-0" p.0" p�,- , ���^ M Z p_ HIGHPOINT AT ' I w Lu� TOP REINFORCING tY STEPDOWN, SEE ARCH. u3i"� Q OF SUPPORT d w.n - POST I OWPOINT AT Q " O 0 TENSION MIDSPAN u SLOPE AT BALCONIES AND WALKWAYS UNIFORM TENDON BANDED TENDONS BOTTOM REINFORCING _ (31/ CABLE a 7 C6i2") AS PER ARCHITECTURAL DRAWINGS Y E SH ARHEAD MARK � gUa" °D ao Z Z � TENDON LOW POINT U O d TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND � � Q ( AT ENDSPANS I �„ SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS DISTANCE FROM BOTTOM OF "` � RE -USEABLE PLASTIC V ESTABLISHED IN SECTION 62B-33.001,fLORDA ADMINISTRATI SLAB 70 OF TENDON (TYPICAL' V ADD 0 REBAR HAIRPIN AT BANDED MILD STEEL CODE. (0.4) L (Db) L POCKET FORMER TENDONS. I PER CABLE. REINFORCING TO THE BEST OF MY KNOWLEDGE, THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH L SECURE ANCHOR CASTING TO EDGE ANSI/ASCE 1-W, IMINIMUM DESIGN LOADS FOR BUILDING AND FORM WITH TWO GALV. 30d RING SWANK. OTHER STRUCTURE$" SECTION 6, TO WITHSTAND THE WIND LOAD ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES ^ j'�i �'"'� (� SLAB PER HOUR- TYPICAL TENDON PR®FIE..E TYPICAL �dLAl./ EDGE DETAILS TO THE BEST OF MY KNOWLEDGE, THE COMPONENTS AND S4 TYPICAL SLAB REINFORCING AT COLUMN INTO TT° DESIGN BAND SPECIFICATIONS 1N A CUOSE RDANCEE WIITTHRAT D 17 NO SCALE 4NSI/45CE 1-W, 'MINIMUM DESIGN LOADS FOR BUILDINGS AND NO SCALE °(, 6 NO SCALE OTHER STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOAD L} OF 9 ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR rcl � ���C7Nt1111111C7111111[]IIIIII[Ail16,:111;- -- -- - 7/!1l1:11lllilliN_IINIiI 1 - Ir- 'I IN-111 Cmmunlrlulnn.lualnnuurnnnnnrnuul �;, - -- , •• r-- - 11 ]II111 1111{]It1N1111ICI{IIIlilll[]IIN(::7NLC7 INiilr 1 C7l11_t111111C711111NN1[]IIIfIl11l, - .an!- I� „L�IICa1111C�11lIIIt111,�A111111111L]IIIIIIIIIN7LI/t...i11Li1 �I�=M- ■ ooJ i/IIIIIu IIIIIIINCINIl111iN'-" ■ C 111 1►IIIIII{I � an::a::::C1 I / IIIIL]IIINIi1N[allit.. N[71'� __________________L� .� I_^-____________.C___J L___7_ _--___-____-____.L___J 7_________--_ �___L_ _ _____________-____ { (/ Yl L7 N y I N O O ry i t c! cV I N I-1 i 1 a � I 1 1 `o 1 I � 1 i 2 �_.r _ 5t�12_ 55 5 _ _ _____?�'t K I 5®1 " -"-_� cn 348 (15 (i.0) 5.25) (I. (3.75} (5.25 iO (3.75) (3.0) ° ".i ® (1.0) 1 34$ 1 II LJ O LJ LJ LJ LJ �~I p LJ 11 (3.5) 6_ 13- 5 K 13- 5 9- 5 1 268K 9- 5 c i Ir, I�� 268 1 ii I1 I I, 1 i II ! h 1 LO i i` 138.58' (NGVD) c ®� i) 122- 5012" c IV T�ROOF 1 i22- 5012" 1 0 N v `I al i 7" POST TENSIONED SIAB` I I I I i i 1 1 " a P ii 1 w 321K o0 1 4- _...��1 _�34 -.^ 34 s ems® .�� --�4 4 i ���� 44�_� alo 321K a " _� _�._ (t.5) (6:�(} �2.5) o (1 ) o (2.25) ( �) (4,75) (�•�) (2.25) ( �) (7.0) o (�5:) (2.25) ($1.0) o (2.5) O �) (1.5) o (3.5) (3.5) ° c - (0 15- 5 n g_ s o 8_ 5 5-#5 to ' 0 5-#5 �P T} 1 v oil v 6-# 1 j �-,19. k/ft 1 Q4 I I n 12- 1, OI 1 I 5�.2,.. nn N c"I N P .N.. ON N � i l OI r• I I ___ { I T` __it xi #5@1$' I' i- .. rJ "''� o (6.0) - WBl // ?93 1 4/120- - 1 1.. _E.O -- �' D 10- - - - 6.0 1 _ 1 K L _ I K o h o 0 402 q` 0 n'B1 P It T� (1.0 0 1 322 ... .,,1 1 . 7-#5 75 In - (.#5�i8" �.. (3.75) i 6_0 (1.0} _ .: #5 18"#5®18"3.5) _ #5 8" .� 6 5 iK.4- 4 I I n 3-#4rt" 1-T Ln # I 5�'t x 23.-Gb I .... I In g 295. ,n# _ �. _ ._ `n , .i#5@ " N 5018" #5@r98".c�t2" Y�B1 i w IQN 9-#5 - 402i I o 04_#4 M I i �� � 1 i.. t0 V I - ^_r__ _ _ - _ _ _ O % �l I I 1 I .. v G 1 �w8 __-_ ---- / H1 flislillills4.75 ,.r N )��- aa 2 5 h 161 K (� ..� _ LO 17- 5x33'-0"09" 161K v o� (`�S 241K 4- 5 co M' M W 012" J -5---- 17-#5x30 �n� �� 501 & r-� -- Z- �� --- - -- �, # 83 WHIM' B3 n OD �• �, b b " , p i 1.3 2 2.1 3 LJ4.2 6.1 ROOF PLAN 3 6%18 GAGE STEEL STUDS S 24" MAX. SPACING F5 REBAR IN -� PRECAST LE TEL a DOORS 4 WINDOWS 9 1 F> CONTINUOUS - IN BOND BEAM 15 REBAR VERTICAL W/ STANDARD NOOK 90 DEG. (48' MAX. SPACING) 15 REBAR DOWEL - 25"x36' I 1 I W131 g a l a mra a ■nar-aS z all 111 b a F�Kv'I a 6s.VV1 1 482' • EF r fdol®' T45. EIU. 156fa8 T/SLAB G Ha 241 K � J 1 1 IS CONTINUOUS IN BOND SEAM 15 REBAR VERTICAL III/ STANDARD HOOK SO DEG. (48" MAX. `D w SPACING) 48 BAR DIA. LAP (2218 2'-0" PARAPET) 2 14 CONT. A7 SLAB EDGE 3 GONTIPDIOU6 WALL REWF. AT ANTILEVER CONTINUOUS INTO SLAB PARAPET ABOVE TYPICAL PARAPETS NO SGALE I t f f III 1 III m III I 1 m I I III i III I I 1 f m I m I III I 1 f III I IL I - _J + IT_4" .r Ulbx20 BELOW SLAB SOUTH ELEVATOR MACHINE ROOM ROOF 8 (NORTH - OPPOSITE HAND) 1/8"=11-0" 14610" T4B, ElU oo fi .IIIIIIi�IIIIII[;IIIGIIIIIII:IIIIfICillllllllll-IIIIIIIIIIL'Illlllllil/=lllllllllif_. 14125' T/SLAB 0 w 113888' NGVD I T/ROOF 2 14 CONT. AT SLAB EDGE SOUTH STAIR ROOF 42 8 r/cMu TiaMu SYMBQL LEGEND /CMU - REINFORCED CONCRETE COLUMN COLUMN MARK C1 CMU WALL . 148ac$' (GROUT ALL CELLS SOLID) T/CMU T/ WU CONCRETE SHEARWALL � 1 swa S7 156fD8' 57 T/SL 142�r8' REINFORCED CMU WALL '/2 MU B4 T/OMU B1 WALL OR BEAM I , L -------- BELOW SLAB ------ _WBl--------- EXPOSED CONCRETE -rr---------- pqi i , I POST -TENSIONED REINF. F-- 100- LIGHT GAGE STEEL TRUSSES. Aff EVIL DESIGN BY DELEGATED ENGINEER V TOP REINFORCING 4125' i j 4TNU112-L,i BOTTOM REINFORCING--------- T/SLAB S7 WBl T SHEARHEAD MARK w IRDER TRUS&I- -- -- - -- - ---- _ n 142b8' T/C'1ll TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND 1 L I I I I CIFICATIONS ARE IN COMPLIANCE I THE 1. 11 LIE 301 FLORIDA ADTH ESTABLISHED IN SECTION 628 3.0MINISTRATIVE 13 25' TO THE SEST OF MY KNCWLEDGE, THE MAIN WIND -FORCE 15125' T/CMU RESISTING SYSTEM HAS SEEN DESIGNED IN ACCORDANCE WITH 'MINIMUM 1 258 ANSI/ASCE 9-08, DESIGN LOADS FOR BUILDING AND T/CMU TAUALL OTHER 5TRLICTURES" SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. F FRAMING PLAIN"CLADDING TO THE BEST OF MY KNOWLEDGE, THE COMPONENTS AND HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH 1/8_I•'� ANSI/ASCE 'I-88, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 00 MILES PER HOUR. m 0 M i` Q U Q CD � iZ+ ia7 M N Q Gs7 �*NMM C3 W z.�� t"7 N CM w CID a.,c in LJ.L aLE zz� (a E--� o>�s amp U D Zoo, m w LLJ m CD co 2 ® z � G LLJ w c th FLOOR WEST BALCONY PLAN F.9 G — — rmr=nTmrr SW3 — SW3 t v., '... Y � n v. � 1 - - . A c C6 A ♦ 1cr 1 � 0 1 r, Y • , i � l J , 1 Cl Cl Cl C1 V SLAB E 12 12 12 1 12 , 1 -OWL 1 1.3 5 6 d 9 R I L,J FLOORS 3 THRU 5 WEST BALCONY FLAN STANDARD W HOOK 0 ----------- - .. : ° SLAB EDGE ALTERNATE HOOK DIRECTIONS SHOUAY( $ MID SLAB NO SCALE 5' OPENMG 48 BAR DIA, 3'-0" MAX. m c c� r` A eC rr � w k: am ,�� Z w W.W v'ni w.a QwM,? w a mF�zc? Z u zoaw Lij a So CD !!] r E 2 cmz u z w w c w n. 0 n - C6 a 2'TYP. IULLU oa J C/? 1 rn 1 xxQQZ..j. I EDC .::.t,,. C I. . 2' TYP • `• (2)M5 CRACK BARS MIDDLE x 5'-0° » - » 20C" I ' `\I y STANDARD /.3 8 WO HOOK t \a% (2* CRACK BARS f G REINFORCED OPENING H 3 IN ELEVATED SLAB 6 NO SCALE J 1 K - cn SYMBOL LEGEND >_ REINFORCED CONCRETE A » COLUMN a APPLY 40% CONCENTRATION (SOLUTION) Ibn ALKYALKOXY SILANE PENETRATING CONCRETE 7z 1 I SEALER TO TOPS 1 SIDES OF EXPOSED --- --- -- COLUMN MARK C7 - REINFORCED CONCRETE. Mp cn CMU WALL 4.3 g) I IJ2' CONCRETE COVER TO STEEL IN (GROUT ALL CELLS SOLID) > CONCRETE SHEARWALLLijEXPOSED BALCONY SLABS e ry h iY 2 14 CONTINUOUS AT EDGE 1/2' STEP REINFORCED CMU WALL ZCLEARANCE WALL OR BEAM si TT I IJ2, P SLOPE BELOW SLAB ------- EXPOSED CONCRETE m `► 15 F---� \3/4' DRIP CHANNEL SUpPOR7 BARS AT 40" POST -TENSIONED REINF. z MAXIMUM SPACING (TYPICAL) OC DRIP I SUPPORT ALL STEEL IN EXPOSED SLABS (NTH PLASTIC CHAIRS 4 CANTILEVER SLAB 6' NO SCALE _ TOP REINFORCING M_ BOTTOM REINFORCING-_____e__ r 7 SHEARHEAD MARK \ • • F-- n Z W 0 W � Q � ICL TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND 0 0 CL SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.00T, FLORIDA ADMINISTRATIVE CODE, TO THE BEST OF MY KNOWLEDGE, THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE '1-SS, `MINIMUM DESIGN LOADS POP BUILDING AND OTHER STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF Ito MILES PER HOUR. TO THE BEST OF MY KNOWLEDGE, THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 1-W, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STR LICTURES" SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR S6 60F9 8" CONCRETE SLAB. SEE PLAN FOR REINF. 01o" 24 GAGE GALVANIZED STEEL DECK SEE GENERAL NOTES FOR FASTENERS. LIGHT GAGE STEEL TRUSSES DESIGN BY DELEGATED ENGINEER 156.08' CN.Cs.V.pJ T/ELEV. MACH. RM. ROOF SEE TYPICAL Tim BEAM 55 CONNECTION DETAIL. 152S8 (N.Cz.V.D:) SEE ELEVATOR T/BEAM SAFETY BEAM DETAIL BEAM B6 BEAM Bro sn 141.25• T/ELEVATOR MACH. RM. _= r, S" WIDE REINFORCED REAM 55 154.15' (NG.VDJ CONCRETE ARCH OVER BEAM 55 B/BE M WINDOW. M REBAR 6 8" 44ORIZ 4 VERT. BELOW W6x20 STEEL SAFETY BEAM 8" XI6" TIE BEAM. LOCATE PER ELEV. OWl3S. BEAM 84 BEAM S4 COORDINATE OPENINGS IN SLAB REINFORCE WITH ♦5 W/ELEvATOR MANUFACTURER WALL BEAM 8" CONCRETE SLAB. WITH REBAR ® 8" HORIZ. AND VERT. SEE PLAN FOR REINF. CN.G.V.D.) F- � f \� BEAM 54 BEAM 54 -/ B=Ar'! 54 BEAM 54 -f try C 1 ION ELEVATOR SHAFT S a7-- 0.6" 24 GAGE GALVANIZED STEEL DECK. SEE GENERAL NOTES FOR FASTENERS, BEAM 153 BEAM 83 LIGHT GAGE STEEL TRUSSES �+ (� DESIGN BY DELEGATED SECTION ENGINEER. WORK POINT 9'-4" SEE TYPICAL TRUSS y�-- 1 4"x4"x4"-16 GAGE STEEL ANGLE. CONNECTION DETAIL. ; FASTEN TO TRUSS W/(4*2 HWH 4" I SCREWS. FASTEN TO SLAB t T/ROOFNCs.VD.) i �� ` W/(4) 1/4"x21/4" HILTI KWIK-CON 11 .GALVANIZED STEEL DECK. NOTES FOR FASTENERS. TION DETAIL. 156.08' (N-G.V.D> T/MACH. R-1- ROOF \--ELE1#4"1R SHAFT 14125' T/ELEV. MACH. RM. I i l l 136.58' (N-G.V.D.) T/ROOF — 146.58 (NGV.D.) 1 7 T/ROOF If BEAM 51 8"x24" CONC. PIER F7 REBAR 6 24" SPACING IN WALL. SEE TYP. PARAPET DETAIL. 138.58' (N.G.VQ.) T/ROOF 5, - ¢„ 87X20" BEAM 3-95 EA, FACE #3 TIES (5"xi'1") 3 SECTION S7®-- 1i2;,_h-O„ x 0 2E e CS 1- �C O fZ .zZ. whin .. .0 d'M to z 25 «7 9z W. M. w a xzz� Z v zoa W F t7 2 V K� o LLJ w �tAV 4kx w r i 8,-loll 0 Q �� f� SECTION a ° a dwaLTJ S7 �� 1/4"=1'-0" S r TYPICAL TRUSS CONNECTION SEE PLAN FOR REINFORCING NO SCALE OL 156.08 T/FLOOR 44 a `° -0 . W6 x20 FASTEN a/4" (NOM-) PLYWOOD TO STEEL DECK W/11i4"-I8 HWH SCREWS t 6" S EDGES, 12" IN FIELD. ELEVATOR MACHINE ROOM 14258' 15L25 GAGE G LY. T - T/WALL T/PARAPE7 _ __i'/2", 22 A TYPE "8" - I-� CONT. SEE TYPICAL PARAPET DETAIL. STEEL ROOF PECK FASTEN TO STTEL STUD WITH 010 HWH ; -- SCREWS 8 12° MAX. SPACINCs. i w SEE PLAN FOR REINFORCING SEE PLAN FOR REINFORCING i D V) GALVANIZED (G-60) LIGHT GAGE 14125' BEAM 55 141,25' STEEL STUD 0 24" MA <: SPAGINC. TfFLOOR a ° < a ROOF SLAB W d DOWEL, SEE ROOF ' BEAM B4 BEAM B4 �68" VERT. 4 HORIZ ----_ , % PLAN FOR LOCATIONS - CENTER VERTICAL / O V) o REINF. IN WALL. ALTERNATE BEAM 84 . SIDES HORIZ. REINF. i a T/SLAB W zOP V" -.- - ------- -' li WALL BEAM (W8U ELEVATOR Z STAIRS ry SHAFT ° ° 8" REINF. LONG. WALL a m W51 I ' C7 N O 4"x4"40 GAGE STEEL ANGLE: FASTEN Z � ° - CRASH CHUTE TO TRUSS W/(4)12 HWH SCREWS. FASTEN TO p t\ I38.58' OFFSET VERTICAL REINFORGI of SLAB W/ 4) 1ia'x21ia' HI KWIK- CON If. LLJ � S M T---------------------------- BEAM $3 C LT! — — — — 11 s �ECTIOt� ----------------- a ` a SHEAR )ALL SW3 �7 3i4,_i. O.. Z (> COLUMN G9 TERMINATE i Z LLJ OUTSIDE FACE VERT. BEAM 83 REINF. IN SL DEGREE � TO THE BEST OF MY SPECIFICATIONS ARE IN COMPLIANCE WITH THE STOWLEDGE, THESE DESIGN PLANANDARDS HOOK IN SLAB ' . ' ° KNOWLEDGE, AND ESTABLISHED IN SECTION 62B-33.001, FLORIDA ADMINISTRATIVE CODE. -- TO THE BEST OF MY KNOWLEDGE, THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 1-W, "MINIMUM DESIGN LOADS FOR BUILDING AND ' - OTHER STRUCTURES° SECTION 6, TO WITHSTAND THE WIND LOADS SECTION ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PSR HOUR 3f8"=P-(d" TO THE BEST OF MY KNOWLEDGE, THE COMPONENTS AND S7 CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 1-W 'MINIMUM DESIGN LOADS FOR BUILC INGS AND 1 _ - OTHER STRUCTURES' SECTION 6, TO WITHSTAND THEJWIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR h 138.58N(SVD T/ROOF 12" THK. GONG. WALL --I OIL 128.00' NGVD T/13th FLOOR 12" THK. CONC. WALL-1 OIL 1a58' NGVD T/12th FLOOR 12" THK. CCNC. WALL —I 109.1�' NGVD _ h rtoo`R 12" THK CONC. WALL----- 9914' NGVD T/10th FLOOR 12" THK. CONC. WALL--- r 90.33' NGVP rg T/9th FLOOR 12" THK. CONC. WALL r 50.92' NGVD T/Sth FLOOR 12" THK. CONC. WALL omL '11.50' NGVD T/7th FLOOR 12" THK. CONC. WAL1_ OIL ro2.08' NGVD T/(oth FLOOR 12" THK. GONG. WALL— 52.ro7' NGVD T/5th FLOOR 12" THK. CONC. WALL_— oL 43.25' NGVD T/4th FLOOR 12" THK. CONC. WALL 33.83' NGVD T/3rd FLOOR 12" THK. CONS. WALL— 24.42' NGVD T/2nd FLOOR 14" THK. CONC. WALL ML 13.00' NGVD T/GARAGE FL, C 11 44011" E.F. (1-141011" E.F. w 2-0.F -E. Q r— �. ro0'-3" > #4QUo" EF. E.F. r„ 3" m 441610"E.F. EA. END EA. END #3�111" E.F, F m EA. END #4Q16" E.F. 3» #3QIi" EF. it 4-#rtQ10"E,F. #461ro" E.F. - #3Q11" E.F. "F m 4 - #Of 12 m 3 E.F. #E.F. >(q / I Al #3611" E.F.IF F r EA. END #4616" E.F. #3Q11" E.F. #461ro" E.F. *Qll" E.F. #461(" E.F. m #3011" E.F. #4Qll" EP. 7m @ .#3 TI=5612 341 EF,AR DIA. L � c0 ��1.00' NGVD 6 CE 2 47 T/PILE CAP 7.00' NGVDr@ CL 2 11.00' NGVD �a�C' T/PILE CAP r� r'i r`� r' i' �'' 1 I� A rl I A I .`�i I I MARNVYINLLD !� l2144Qi1" C2145G11" (2Uko611" E.F. J�� PC20 24'-0" �.fJ t_0. EA. END 3" 3s� EA. END EA. END El�- EA. END EA. END 3» `q 15-#1105"E.F. EA. END 111#4rallro"EF. 1� 0#4016"E.F. ii�l4Qih"E.F. 1544611"ER 1544Q11"ER 1544611"E.F. 8)#4611"E.F. B 46O11"E.F. 8)#4�a it"E dL� Y y. 5,000ps1 i 5,000ps1 a' s' i3 TIES41ro" VERT. t 22" HIORIZ, 5,000ps I TAOILECAE VARIES " y- c_=ai i¢ AA sa i sari r�� a gi *tea is ' _ t�s 5,000p51 0 SCALE S,Ooopsl 5,000ps 1 .611 "E.F. -.a*— -1,000psi 8)#4 a611"EF. Z /I � x OTc� PQ lw- mM°iw z �a�`~ .Z w cam �qM� Lu -a _� a xao.. zoa 2w U G. F L27 r w a Z O_^ w � m z o o � � r7 w o Z Z 0 C� IW- cn 4 O TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND Q LLJ ch Q:� SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS CD 0 n— ESTABLISHED IN SECTION 62B-33.001, FLORIDA ADMINISTRATI CODE. TO THE BEST OF MY KNOWLEDGE, THE MAIN WIND -FORCE -- ''- RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 1-W,'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRICTURES' SECTION 6, TO WITHSTAND THE WIND LOAD ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. TO THE BEST OF MY KNOWLEDGE, THE COMPONENTS AND 3 CLADDING HAVE BEEN SELECTED AND THEIR USE INCORP®RAT D %IL6 4:3 INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 1-W, "INIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOAD CC. ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. EDGE FORM 0 I PENETRATIONS MUST BE z° KEPT OUT OF HATCHED AREA OR SLEEVED WITH STEEL PIPE PER ENGINEER'S SPECIFICATIONS � STTE t I i NU A1NICA1 AG"G.- ZONE DETAIL N SERVICE PIPES TO BE LOCATED WIT414 THE SLAB, MUST BE PLACED WITHIN THE MIDDLE THIRD. 3xD 3xD V cn It 3 max. .d 't = SLAB THICKNESS "D' = UTILITY PIPE OUTSIDE DIAMETER _ VICE PIPE LOU"'ATION IN 51 RUCTURAL -ONUIETE SLAB NO SCALE _ 34"4-0" R BEAM TIE TO EACH SIDE u1a X. o F•o• a e GI1I • ,ar . A qa♦. _� " _174 4 GALVANIZED 4 1 -�,•..'.<_ea in _ (II1 • EHPE E� mw STELPISLYE ! 1 q QO ALL PENETRATIONS - m GREATER THAN 31%"4, 0 a z --t2)0 TYPICAL FA M1-' E; I fl, A TION HORIZ. WALL C iL TR i ION TYPICAL , TRATION THROUGH 8to BEAM OR W&LL NO SCALE GENERA NOTES: GENERAL NOTES: MASONRY GENERAL NOTES: HOST -TENSION CONCRETEGENERAL 01. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 01. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL STRUCTURAL LIGHT GAGE STEEL STUD DRAWINGS AND SPECIFICATIONS LISTED, GONI� FOM TO 'SPECIFICATIONS FOR MASONRY STRUCTURES (AC! 01, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM 70 THE 4 p"w 530.1/ASCE 6/TMS 602).° FOLLOWIt,10 STANIDAROS: 02. THE GENERAL CONTRACTOR $HALL COORDINATE ALL 01. FABRICATION AND ERECTION SHALL BE PERFORI"tED �' CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS OR 02- COURSE GROUT (SIZE $) SHALL BE USED CONFORMING TO THE wACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUT DISCREPANCIES SHALL BE BROUGHTCO TO THE ION.ATTENTION OF REQUIREMENTS OF A$TM C416 "STANDARD SPECIFICATIONS BUILDINGS' (AISI),'SPECIFICATIONS FOR THE DESIGN OF COLD FOPJ� THE ENGINEER AFORE STARTING CONSTRUCTION. STEEL STRUCTURAL MEMBERS," LATEST EDITION. FOR GROUT FOR REINFORCED AND NON -REINFORCED MASONRY." wAS7M A416 'STANDARD SPECIFICATION FOR UNCOATED SEVEN WERE STRESS RELIEVED STEEL STRAND FOR PRESTRESSED t ME THE STRUCTURE WAS BEEN DESIGNED TO CONCRETE" 02. ALL FRAMING MEMBERS SHALL BE CUT TO FIT SQUARELY. MEET THE REQUIREMENTS IN ASCE OTHER TMMI RU I O CONCRETE MASONRY SHALL -3 NORMAL WEIGHT, GRADE N, TYPE *ACI 423 'RECOMMENDATIONS FOR CONCRETE MEMBERS MEMBERS SHALL BE HELD FIRMLY IN PLACE WITH VISE GRIPS THE 20t LOADS FOR BUILDING BUILDINGS AND OTHER STRUCTURES." AND 1 OR II, CONFORMING WITH ASTM C90 'STANDARD Y UNITS! OR OTHER CLAMPS UNTIL PROPERLY FA5TENED. FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS." PRESTRESSED*BUILDING WITH DE REQUIREMENTS TENDONS' PREFABRICATING SECTIONS SHALL BE BRACED TO ELIMINATE F d„ THE 2001 FLORIDA BUILDING CODE. :ACM 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED � w.e.. PESIGN WIND LOAD CRITERIA 04. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY (fRACKING. 'm) CONCRETE" SHALL BE 2000 PSI USING TYPE M OR 5 MORTAR IPOST-TENSIONING INSTITUTE "GUIDE SPECIFICATIONS FOR POST- 03- FRAMING MEMBERS SHALL BE CONNECTED WITH WELDS, BASIC WIND SPEED TENSIONING MATERIALS" SECTION 31 SCREWS OR BOLTS- WIRE TYING OF FRAMING MEMBERS IS NOT ASCE 1-9$ 140 MPH 05. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/6'. PERMITTED. PARTIALLY ENCLOSED 02- PRESTRESSING STEEL SHALL CONFORM TO ASTM A-416 GRADE 210K, EXPOSURE 06. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH 04. CHANNEL RUNNERS SHALL BE SECURELY FASTENED TO CD � (MWFRS) C LAP SPLICES OF 48 BAR DIAMETERS (MINIMUM).. C3- SUPERIMPOSED GRAVITY LOADS: (COMPONENTS d CLADDING G AREA LIVE pEAp SUPPORT MEMBERS AT A MINIMUM SPACING OF 24 - STUDS h� SHALL BE SEATED SQUARELY IN THE CHANNELS WITH THE Q STRICTURE CATEGORY 11 01. OPENINGS IN MASONRY WALLS SHALL BE REINFORCED WITH A INTERIOR LIVING 40 PSF 10 FSF FLANGES AND WEBS ATTACHED. ALL SCREW ATTACHMENTS - BUILDING HEIGHT 12625' MINIMUM OF ONE @3 REBAR ON ALL SIDES AND SHALL BE BALCONY 6O PSF 0 P5Fcz SHALL A MINIMUM OF 5/$" FROM ALL EDGES, AND SHALL USE 94 F' VELOCITY PRESSURE REINFORCED WITH A PRECAST LINTEL (BEARING 8" ON EACH EACH END) CORRIDOR 100 PSF 0 PSF 5-122 SCREWS. a A98 SGE 1-(z=XX') 66'1 P5F WHERE CAST -IN -PLACE CONCRETE BEAMS ARE NOT MIDIGATED. MAIN ROOF 40 PSF 10 PSF STAIRS 100 PSF 0 PSF � ® W �rNir' � INTERNAL PRESSURE COE T-lC1ENTS 10.55 05. SPLICES 1N STUD MEMBERS ARE NOT PERMITTED. � wz D d,N ` 08. ALL MASONRY CELLS ADJACENT TO DOORS, WINDOWS, - "-, we,z0 04. ALL FOUNDATIONS ARE TO BE FORMED UPON SOIL WITH A CORNERS OR ENDS OF WALLS SHALL BE REINFORCED WITH ONE B 04. PRESTRESSING TENDONS SHALL BE FIRMLY SUPPORTED AT 06. ALL STUDS LONGER THAN V SHALL BE BRACED LATERALLY c MINIMUM SAFE UNIFORM SEARING CAPACITY OF 2000 PSF, REBAR AND GROUTED SOLID. INTERVALS NOT EXCEEDING FOUR FEET TO PREVENT Z DISPLACEMENT DURING CONCRETE OPERATIONS. WITH ONE ROW OF I-S" WIDE, ISGAGE, GOLD ROLLED CHANINELcvcc) 05, IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 09. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL BRIDGING AT MID SPAN. W p TO PROVIDE THE UNIFORM BEARING CAPACITY UNDER THESE MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO 09. STRESSING ANCHORS SHALL BE INSTALLED PERPENDICULAR TO L+= d Staw� FOUNDATION$. THE OWNER SHALL i-IIRE A GEOTEC14NICAL RE515T WIND, BACKFILLII-*, 501L COMPACTION AND OTHER TWE TENDON AXIS. 01. FRAMING MEMBERS MAY BE CUT WITH AN OXYACETYLENE � � �zz „ 124 ENGINEER TO PREPARE RECOMMENDATIONS FOR NECESSARY NATURAL AND CONSTRUCTION FORCES OCCURING DURING TORCH OR PREFERABLY, WITH A RADIAL ARM SAW. THE SAW E 05 x x SOIL IMPROVEMENTS AND/OR COMPACTION, CONSTRUCTION, BRACING SHALL REMAIN IN PLACE UNTIL THE 06. STRESSING ANCHORAGES SHALL BE ATTACHED TO THE SHOULD BE FITTED W17H A 1/8" THICK, 14- CIA. HIGH SPEED Z L) zoo§w D W w STRUCTURE IS COMPLETED, BULKHEAD FORMS WITH BOLTS, RING SHANK NAILS OR THSLADE WITH 280 TO 300 TEETH. L6.� mREADED � POCKET FORMER FITTINGS. THE CONNECTIONS SHALL BE +' E- A' �+ 10. VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH ALL SUFFICIENTLY RIGID TO AVOID ACCIDENTAL LOOSENING DUE TO 08, WELDED CONNECTIONS OF MEMBERS WITH A THICKNESS cm rn GENERAL NOTES: CONCRETE WALL BEAMS CONSTRUCTION TRAFFIC OR DURING CONCRETE PLACEMENT. GREATER THAN 22 GAGE 54ALL BE SHIELDED METAL ARC WELDS 2 z USING A DIRECT CURRENT WELDER 200 AMPERE CAPACITY OR c E II. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO 01. MINIMUM CONCRETE COVER FOR THE ANCHORAGE SHALL BE 112 INCHES GREATER AWS ELECTRODE CLASSIFICATIONS E-60M, E-60i3 AND OL ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL HAVE A SLUMP BETWEEN $ AND 11 INCHES '' E-1014 SHALL BE USED. MIG WELDING SHALL BE USED FOR Ltj � SHALL COMPLY WITH THE REQUIREMENTS OF ACI 301, THICKNESSES L£5g THAN 20 GAGE. 08. POCKET FORMERS USED AT STRESSING END ANCHORAGES . SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.' 12. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A SHALL POSITIVELY PRECLUDE INTRUSION OF CONCRETE OR CEMENT GLEAN -OUT HOLE AT THE BOTTOM. CELL. CLEAN THE CELL BY PASTE INTO THE WEDGE CAVITY DURING CONCRETE PLACEMENT, 0S. LIGHT GAGE STEEL SHOP DRAWINGS SHALL BE PREPARED BY 'ram 02, ALL CONCRETE SHALL BE TYPE I OR 11 PORTLAND CEMENT REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR REVIEW <- COMPLYING WITH ASTM C150 AND SHALL HAVE. COMPRESSIVE MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND 0 - FIXED END ANCHORAGES SHALL BE INSTALLED ON THE TENDON PRIOR TO FABRICATION. a`...�...__ C STRENGTH SHOWN BELOW: SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER AT THE SUPPLIERS PLANT PRIOR TO SHIPMENT, ' PILE -CAPS tGRADE-BEAMS 5000 P51 CLOSE THE OPENING AFTER INSPECTION. 10. THE GENERAL GCN7RACTOR'S SPECIALTY ENGINEER SHALL -BE COLUMNS I WALLS UNLESS NOTED OTHERWISE 5000 P51 10. AFTER INSTALLING THE TENDONS IN THE FORMS AND PRIOR TO RESPONSIBLE FOR THE DESIGN OF THE LIGHT GAGE STEEL STUD ELEVATED FLOOR SLABS i BEAMS 5000 PSI 13, ALL WALLS SHALL BE REINFORCED HORIZONTALLY WITH 9 GAGE CONCRETE CASTING, THE SHEATHING SHALL BE INSPECTED FOR TRUSSES. THE DELEGATED ENGINEER SHALL PREPARE AND *BMIT MASONRY GROUT 3000 PSI LADDER TYPE GALVANIZED JOINT REINFORCING IPOSSIBLE DAMAGE. SIGNED w SEALED CALCULATIONS t SHOP DRAWINGS TO THE VERTICAL ENGINEER OF RECORD FOR REVIEW PRIOR TO FEABRICATION. THE OTHER ON GRADE 3000 PSI SPACING, JOINT REINFORCING SHALL CONFORM TOO ASTM A82. DELEGATED ENGINEER SHALL SPECIFY BLOCKING AND BRACING OTHER 3000 P51 It STRESSING RAMS AND GAUGES SHALL INDIVIDUALLY NECESSARY TO WITHSTAND WIND LOADS DETERMINED USING IDENTIFIED AND CALIBRATED AGAINST KNOWN STANDARDS A 03. ALL REINFORCING STEEL SHALL BE DEFORMED BARS MAXIMUM OF SIX MONTHS PRIOR TO USE. CALIBRATION ASCE 1-08 AND A BASIC WIND SPEED OF 140 MPH. CONFORMING TO ASTM A615, GRADE SO. BARS SHALL BE FREE OF GENERAL. NOTES`: AUGER -CAST PILES CERTIFICATES FOR EACH JACK USED 8 4ALL BE AVAILABLE UPON 11. DESIGN GRAVITY LOADING: COATINGS THAT WILL REDUCE CONCRETE BOND. is T Ce7 REQUEST.' CON5TRUCTION, I C N SOCIETYN5WIP AND MATERIALS SHALL STRESSING LOCATION. MEASURED ELONGATIONS SHALL AGREE TOP "+ORD 15 PSF FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND CONFORM TO THE AMERICAN SOCIETY OF CIVIL ENGINEERS WITHIN 11%. DiSCREPENCIES SHALL BE RESOLVED WITH THE BOTT 'M CHORD 5pSF SECURED IN PLACE IN ACCORDANCE WITH ACI 315 -DETAILS AND "STANDARD FOR PILE FOUNDATIONS" 1984 SPECIALTY ENGINEER AND ENGINEER OF RECORD. SUPERIMPOSED LIVE LOADS DETAILING OF CONCRETE REINFORCEMENT," TOP CHORD 20PSF 02.O FINE GROUT (SIZE I TH 2) SHALL BE USED WITH A MINIMUM 13. STRESSING RECORDS SHALL BE FILLED OUT DURING THE BOTTOM CHORD 10pSF 05. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL REQUIREMENT STRENGTH (Fc)OF 5000 FSI CONFORMING TO THE TENSIONING OPERATION WITH THE FOLLOWING DATA RECORDED MEET THE REQUIREMENTS � ACI 318/318f2 "BUILDING CODE AND REQUIREMENTS OF ASTM C 39. A5 A MINIMUM: COMMENTARY FOR REINFORCED CONCRETE.'._. 03. FOUNDATION HAS BEEN DESIGNED FOR AN INDIVIDUAL PILE w TENDON MARK OR IDENTIFICATION, 06, CAST IN PLACE BEAMS SHALL HAVE CONTINUOUS TOP AND BEARING CAPACITY OF 15.0 TONS, UPLIFT CAPACITY OF 18.15 TONS AND •, BOTTOM REINFORCEMENT. LAP SPLICES IN BOTTOM BARS SHALL A LATERAL LOAD OF 5.0 KIPS w GAUGE PRESSURE REQUIRED ELONGATION. ON ACHIEVE REQUIRED ELONGATION rrT OCCUR OVER SUPPORTS. TOP BARS SHALL LAP AT MID -SPAN. w ACTUAL ELONGATION ACHIEVED. 04. AS A MINIMUM, ALL PILES SHALL BE 14' DIAMETER AUGER CAST, w ACTUAL GAGE PRESSURE. THE CONCRETE BEAMS AND SLABS SHALL BE FINISHED- LEVEL AND TD REINFORCED WITH FOUR fS REBAR VERTICALLY AND 13 TIES AT W w DATE OF STRESSING OPERATION. THE ELEVATIONS SHOWN ON THE DRAWINGS SPACINYs FOR A DEPTH EXTENDINlG 10 FEET BELOW THE TOP OF PILE. • SIGNATURE OF THE STRESSING OPERATOR 08. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. ONE ADDITIONAL AS REBAR SHALL BE PLACED THE FULL DEPTH OF THE w SERIAL OR IDENTIFICATION !NUMBER OF JACKING PILE. EQJIPMENT, iP 2q 09. UNLE55 OTHERWISE PERMITTED OR SPECIFIED, 4000 AND 5000 PSI 05. ALL REINFORCEMENT SHALL BE ADEQUATELY TIED OR WELDED 14. STRESSING RECORDS SHALL BE TURNED OVER TO THE CWNER OR CONCRETE SHALL BE PRODUCED TO HAVE A SLUMP OF 5 INCHES III, AND AND INSTALLED WITH SPACERS TO PREVENTS DISTORTION AND T!-EIR REPRESENTATIVE FOR VERIFICATION AND SAFEKEEPING. �„\.. � / 2q � T1 WITH A MAXIMUM WATER/CEMENT RATiO OF OAS, MAINTAIN PROPER CONCRETE COVERAGE AND ALIGNMENT. ,r`\ 2 `.: ,/^.� .D CD 10. REBAR SHOP DRAWINGS SHALLB. EXCE59 TENDON LENGTH SHALL BE CUT AS SOON AS . BE SUBMITTED TO THE 06ALL REINFORCING: $TELL SHALL COMPLY WITH ASTM STANDARD POSSIBLE AFTER TENDON TENSIONING AND SATISFACTORY CHECK ` ENGINEER FOR REVIEW PRIOR TO FABRICATION A615-86 GRADE 60. OF TENDON ELONGATIONS. THE TENDON LENGTH PROTRUDING 2 ,,, 3 P BEYOND THE WEDGES AFTER CUTTING SHALL BE MAXIMUM 0.15�I/ F FIVE SETS OF TEST CYLINDERS SHALL BE MADE AND TESTED PR GROUT TO HAVE A SHALL F PROPORTIONED AND INCHES. WHENEVER POSSIBLE, EXCESS TENDON LENGTH SHALL BE r,. �'... j FOR EACH 50 YARDS OR LESS OF CONCRETE POURED IN ANY DAY FOR PRODUCED TO NAVE A SLUMP OF 8-11 INCHES �'�/ I I®„ EACH DESIGN MlX. TESTS SHALL BE MADE FOR 3 OR 1 DAYS, 14 DAYS, TNOUROUGHLY GLEANED OF ANY DELf7ER01S MATERIAL AND TWO AT 28 DAYS AND ONE HELD IN RESERVE. THE CONTRACTOR 06. DRILLING AND GROUT PLACEMENT SHALL BE PERFORMED IN A EMBEDED IN CONCRETE SLAB. � �'. r ZE SHALL SUBMIT ALL DESIG THE ENGINEER N MIXES FOR REVIEW AND APPROVAL BY SMOOTH CONTINUOUS OPERATION. IF THE PLACEMENT OF GROUT IS 3 ��: .'� 16. GREASE -FILLED ENCAPSULATION CAPS SHALL BE INSTALLED OVER ,.� 15 INTERIPTED DUE TO A DROP IN PRESSURE, CLOGGED TIP OR CUT GABLE ENDS TO PERMANENTLY SEAL CABLE ENDS AGAINST � SUPPLY LINE, A DELAY IN CONCRETE DELIVERY, OR ANY OTHER MOISTURE AND CHLORIDE INTRUSION CAPS TO BE PROVIDED BY 12, THE ENGINEER RECOMMENDS THAT ALL EXPOSED CONCRETE REASON, THE AUGER SHALL BE REDRILLED DOWN A MINIMUM OF 5 POST -TENSIONING SYSTEM MANUFACTURER I 3 HAVE WITHIN THE MIX A CORROSION INHIBITOR CONTAINING CALCIUM FEET PAST THE INTERRUPTION POINT AND THE PILE REFORMED. NITRITE (30% SOLUTION 0 2.5 GAL/CY) AND THAT HORIZONTAL SURFACES 1-i. STRESSING POCKETS SHALL BE FILLED WITH HIGH STRENGTH 4 I , RECEIVE A PENETRATING SEALER QL2 ELASTOMERIC TRAFFIC -BEARING 021. AFTER THE AUGER IS WITHDRAWN, A 24 GAGE, 12- DEEP, 14" DIA. STEEL SHRINKAGE COMPENSATING GROUT A5 SOON AS PRACTICAL AFTER I I I I COATING, AT THE OWNER'S OPTION. SLEEVE SHALL BE PLACED AROUND THE TOP OF THE PILE. THE SLEEVE TENDON 5TRE5SINCs AND CUTTING. 5 I I I THE CONTRACTOR SHALL SUBMIT THE PROPOSED CORROSION INHIBITOR AND SHALL BE REMOVED PRIOR TO PLACING THE GRADE BEAM .ORPILE CAP. I i SEALER TO ENGINEER FOR REVIEW, OR PROVIDE ELASTOMERIC COATINGS I8. PLANS INDICATE NET EFFECTIVE PRESTRESS AFTER. LOSSES 1 4 I I FOR ALL EXPOSED SURFACES 10, THE GENERAL CONTRACTOR SHALL HIRE A LICENSED GEOTEC14NICAL LABORATORY TO PERFOMI AN AXIAL LOAD TEST ON ONE NON -PRODUCTION 19. POST -TENSIONING SHOP DRAWINGS SHALL BE PREPARED j 5 51 PILE PER BUILDING IN ACCORDANCE WITH ASTM STANDARD D1143. AND CERTIFIED BY A SPECIALTY ENGINEER AND SHALL BE I I I _- CONC. BEAM, TYPICAL AT EACH FLOOR (DIMINISHED STIRRUP DEPTH FOR P.T. ANCHOR DEAD-END CLEARANCE, TYPICAL FOR STAIR BEAMS- SEE BEAM SCHEDULE) BEAM B3 - 2" TYP, 4'-®" CMINJ o a 2" IS" • e • AT 16" 5 F5 TOP AND BOTTOM 0 NOSINCz EACH WAY TYPICAL ALL • ° LANDINGS (r-, DOWEL AT CENTER OF LANDING 12. ON CENTER ALL 3 SIDES (16 REQUIRED) " ' a` r 2442' T/2ncl FL. BEAM BI TYPICAL TOW,` R STAIR SECTION NTS SUBMITTED TO THE ENGINEER/ARCHITECT FOR REVIEW PRIOR TO I i 1 HGT: 12625' FABRICATION. DEVIATIONS IN THE P. T. DESIGN MUST BE APPROVED I i, A= 130 FT. BY THE ENGINEER OF RECORD AND BE SUBMITTED WITH APPROPRIATE I i PARAPET > 3ft. DOCUMENTATION. 1 20. POST -TENSIONING HARDWARE SHALL BE DESIGNED AND Q, w SUPPLIED FOR USE IN A CORROSIVE ENVIRONMENT. 21. CONCRETE TESTING FOR PO: PERFORMED IN ACCORDANCE I - r �GERDING ENGINEERING CORPORATIONLli DATE 0/03/03 +PAGE 1 OF 1 1 P�lmzmi V STRUCTURAL ENGINEERING GENERAL NOTES: STRIJ PROJECT oGEAIVIauE A s B i-160 NORTH DRIVE, SUITE E GOMPQNENT 8 GLADDINCz SCHEDULE 01. ALL STRUCTURAL STEEL Co0 I MATERIALS SHALL COMPLY WI1I MELBOURNE, FLORIDA 32934 ENCLOSED STANDARDS: TELEPHONE: 321 984 3255 FAX: 321 253 3123 PROJECT No. 131502 ENGINEER JECa w415C "CODE OF STANDARD PR BRIDGES.' JOSEPH E. GERDING PE 42568 CA 7308 wA15C 'SPECIFICATIONS FOR THE EPEC71ONI OF STRUCTURAL $TE 4 'COMMENTARY- AND SUPPLEMIE W5C "SPECIFICATIONS FOR STPI --r OR A49O BOLTS." •AMERICAN WELDING SOCIETY CODE -STEEL" SASTI'1 A Fi GENERAL REQUIRE! EXTEND 'TOP STEEL STEEL PLATES, SHAPES, SHEET Q 4'-0° PAST FACE USE., IL w OF CMU WALL - � 02. ALL WELDING WCRIC MUST B HAVE SUCCESSFULLY PASSED, 3 p > 03. ALL STRUCTURAL STEEL 5H 2 :2 a c.. .. CONFORM TO THE FOLLOWING j 3 p -0 A. C SSTRUCTURAL SHAPES, PLATES z a °. 440T FORMED STEEL TUBING - s w ►ANCHOR BOLTS U MIGH-STRENGTH BOLTS • _...... ELECTRODES FOR WELDING SHI 2 04. ALL BOLTED CONNECTIONS 3 05. ALL HOLES IN BEAMS AND 5 DRILLED- DO NOT PLACE CUT 3 ALL HOLES IN STRUCTURAL ST DRAWINGS. " s A s M. BEFORE PAINTING, ALL 5T - RUST, LOOSE MILL SCALE AND ` (h = 121 ft.) n A=9.4ft. ` RUST PREVENTIVE PRIMER PA O - 0` `a SHOP OR IN THE FIELD. ALL 6 V = 140 MPH RECEIVE TOUCH UP PAINTING. (ENCLOSED BUILDING)05. FIELD CORRECTIONS TO M BE MADE ONLY WITH THE APPIi 05. CONTRACTOR SHALL SUBM .SHOP DRAWINGS REVIEWED ET - TO FABRICATION, l� to 7 ASCE -1-98 COMPONENT AND CLADDING DESIGN WIND PRESSURES EXPOSURE C IMPORTANCE FACTOR Lm ENCLOSED BUILDING ZONE EFFECTIVE AREA (FT)2 WIND PRESSURE Z= 121 rt. I 10 -$1.9 10.2 -'. I -_2 0 -$4.6 10.2 - 1 - 50 -11.8 10.2 1. 100 -13.3 10.2 2 10. -140.9 10.2 2.. 20 -134.0 10.2 2 50 -124.4 10.2 3 10 ,-140.97)0.23 =20 -:�B4.03 50 '. -124.4 3 :: 100 -U1.6 10.2 4 10 -61.3 61.3 4 20 -61.3 61.3 4 50 -51.9 56.2 4 100 -55.1 52.$ - 5. 10 -112.5 613 ' 5 20 -112.5 61.3 5 50 -99.4 5(V.2 _...5 --__100--=89.7 52.0 Ir.•� h QfmmIT.V,E AN= NEGsC.TIVE. 5JGN5 INDICATE 1,• Z �j V j PRE'srsu� kCMW. n AND AWAY `^ ` LLI ' FROM EXTERIOR SURFACE5. _- Ld V 3:: ---.) -a e Q Ltl LY_ 0 -- "'- ""'"`- - TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND CIFICATION5 ARE IN COMPLIANCE WITH THE 57ANDARDS �- ¢ , y 15HED IN SECTION 625-33.001, FLORIDA ADMINI5TRv7I VE Of-E. I - �' TO THE BEST OF MY KNOWLEDGE, THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 1-98, `MINIMUM DESIGN LOADS FOR BUILDING AND t.;? OTHER STRUCTURES' SECTION 6, TO WITHSTAND THE WIND LOADS - ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF HO MILES PER HOUR f, ' TO THE BEST OF MY KNOWLEDGE, THE COMPONENTS AND j CLADDING HAVE BEEN SELECTED AND THEIR US-- INCORPOP4TED INTO THE DESIGN AND SPECIFICATIONS IN Acc:ORDANCE WITH ANSI/A5CE 1-16, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRICTURES" SECTION S, TO WITHSTAND T+-.IE WIND LOAD$ ASSOCIATED '1ATH A MINIMUM 5A5IC WIND &PEED OF 110 MILES ,..,. z PER HOUR , .. ,