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Regency Island Dunes 95-02325 (2)
NOTES BP �3 O,:;a3aS' PR 5-"D 6 `, O 5-OA �7 1 MUST BE ATTACHED TO BUILDING PLANS L H7l—-- 7N-c- PuPPose 0,r:z &v4s,10; � <s I 10 er,riFy 77-le, LOC19'finN aG 774e, �,9i,1, ��,��1 �loF zrr P/9,V, �,6 P�gdroPi A A)e,,1" OF .%w� Ca) Runirno�J,�_j ?Aekoe, pinZC, � s1,0&es . 1% 1 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE, ROOM 201 FORT PIERCE, PL 34982-5652 407-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 8650 South Ocean Drive Jensen Beach Florida 34957 (tau ID/legal description/address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number `7 S '0a� . I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Pro erty Oviner - ro'r' Owner e (Print) ((Signature) STATE OF FLORIDA, COUNTY OF G(71 I`� ,,,.EI,,,� THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS �+-' �`t'� DAY OFI 1)r� . I-Q4 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. (seal) SIGNATURE OF NOTARY TYPE'eR PRINT NAME OF NOTARY `�a,n. tir°, KELLY MCELWEE 3+ iii +e MY COMMISSION 4 CC 147M EXPIRES �47 September 30, 1995 NOTARY PUBLIC TITLE COMMISSION NUMBER BONDED THRU TROY FAIN INSURANCE, INC. SLCCDV FORM NO.: 011.00 ST. LUCIE COUNTY } DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE, ROOM 201 PORT PIERCE, PL 34982-5652 407-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property, 8650 South Ocean Drive Jensen Beach Florida 34957 (tax ID/legal description/address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number — I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Pro erty nar (Print) (Signature) STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OFI n1 b'( . 19-9ZK WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. I,N, SIGNATURE OF NOTARY TYP PRINT NAME OF NOTARY •;y"•°' �e' KELLY MCELWEE ;CM �MY COMMISSION / GO 147M EXPIRES `° September 30, 1995 ��'� BONDED TNPU TROY PAIN INSURANCE, INC. NOTARY PUBLIC TRLE 7 8 COMMISSION NUMBEF{"""'O SLCCDV FORM NO.: 011.00 r' a.PZ=T IMMMIATION 1•Permit Number, 2. OCCUPMts I5LA�IA 3. Locatioa e ?6 d0 S . C_Pa $ g Qoy-zi�f- 11oi a.. Building pq��p� GNfi53.49@«'.'s GB . G. ell Tea=t o LN-ar'lato auildLngt % B . 3. Building also, 4. atzber of sties€ o � 5. PlUtIMMatic OPTrinklar ayxtQzi yes go ea sots or asermptionog 4-asf -42l - 17qe? ST. LUCIE COUNTY - FT. PIERCE FIRE DISTRICT BUILDING PLAN REVIEW P.O. BOX 3030 TELEPHONE: ( 407) - 462.2312 FT. PIERCE, FL. 34950-3030 FAX NO: 1407 ) - 462-2326 JURISDICTION: St Lucie County F.P.B.NUMBER: 6471 PROJECT NAME: Regency Island Dunes BLDG DEPT. NO: 50690 CONTRACTOR: Foley & Associates _ PHONE NO: ( 904) 274-1111 ARCHITECT: Powell . PHONE NO: ( 800) 422-5469_ BLDG. OWNER: Atlantic Gulf Community_ REVIEW DATE: 4-12-95 BLDG. LOCATION: 8680 S Ocean Dr NO. OF STORIES: 2 OCCUPANCY TYPE: Residential/Business AUTO SPRINKLERS: Yes — No -GROSS SQ. FT. 1520 sq ft per floor NET SQ. FT. 722 sq. ft. OCCUPANT LOAD: Business 48 BASED ON _15_ Per Person CONSTRUCTION TYPE: N.F.P.A. # 220 _III_(200) S.B.C.C.I._V_( un ) NEW CONSTRUCTION: _X_ RENOVATION: _ ADDITION: _ SHELL ONLY: _ BUSINESS - FIRST FLOOR. SINGLE FAMILY - 2ND FLOOR. 1. The exit sign and emergency light is indicated to be self -powered. 'txit signs are connected to the electrical service or approved self-illuminous type are permitted. The emergency light is connected to the electrical service and shall have a 90 minute battery back-up. 2. Provide a smoke detector connected to the building electrical system. Mount in second floor foyer. 3. Provide a 2A-10BC rated fire extinguisher for each floor. REVIEWED BY: DATE: y e SHEET / OF —L ow 325 BUiLUII`I`1 7 i3%w7G:'.a CONDOMI FRO T e, - pow 41 R&JEWEC FOR C011111111MANCE C:)CEA REVIE7ita S UNIT DATE MANAGCABANAMUST BE KEPT ON JOR OR Nib INSPECTION WILLI_ FLORIDA4,,"";e,Asset, . rHUTCHINSON ISLAND,3E oc&pin RE FINAL APPRO"L iE D Nl' A. THE5E DESIGN PLANS ANSPECIFICATIONS ARE IN C THE COMPONENTS AND CLADDING NAVE BEEN SELECTED S��4�p1;",rn�pp --___ GOMPLIANGE WITH THE STANDARDS ESTABLISHED IN AND THEIR USE INCORPORATED INTO DESIGN AND 5PEG3���ti ca�ITIQN; SECTION 16B-33.001, FLORIDA ADMINISTRATIVE CODE, IFIGATION5 IN 4CCORDANGE WITH SECTION 6, AMERIGAN NATIONAL STANDARDS /AMERIGAN SOCIETY OF CIVIL B THE MAIN WIND -FORGE RESISTING SYSTEM HAS BEEN ENGINEERING I-88 (JULY Ic3W) 'MINIMUM DESIGN LOADS DESIGNED ACCORDANCE WITH SECTION 6, AMERIGAN FOR BUILDINGS AND OTHER 5TRUCTURE5' TO WITHSTAND NATIONAL STANDARDS ANDARDS /AMERIGAN SOCIETY OF CIVIL THE WIND LDADS A550GIATED WITH A MINIMUM BASIC ENGINEERING �-88 (JULY 199©) 'MINIMUM DESIGN LOADS WIND SPEED OF 110 MILES PER HOUR FOR BUILDINGS AND OTHER 5TRUGTURE5' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR Iy1nr�>;'!'I!j+tT(j �°�.T`:Cv."S'R EVTsOS HI" PERPAIT THERE t1 l%r FE r1.. +� 1 "IF L Rim AFPLICASLE TO THIS PROP Y THE 7 MAY BE FOUND IN THE PUBLIC RECORDS OF A I N ED E X TI'M C WN7y. ARGNITECTURAL PLUMBING KWE CONTACT YOUR CIVIL STRUCTURAL FIRST AND SECOND FLOOR PLUMaING PLAN LOCAL9MffY COVER 5UEE7 /DRAWNG INDEX c_2 RI5ER DIAGRAM AND NOTES C-1 COVER 5++EET Al FIRST AND SECOND FLOOR PLAN C-2 ExIS'1NG COND1rONS AZ BUILDING ELEVATIONS C-3 SITE DIMENSION _< _ GJ'�:-- _ ScGON�- N PA3 INTERIOR ELEVATIONS C-a 61TE DEVELOPrE�- o-AN Aa WALL SECTIONS r- I E CN AN I C AL ST. LUCIE COUNTY - FT. PIERCE C-5 SITE DEvELOPr^EN' "'L4N -'- -R=` 1"- _-`� A5 WALL SECTIONS 6 STATE ROAD p-�.-A �'9PROVEMENT9 y _ A/G-1 FIRST AND SECOND FLOOR PLAN FIRE DISTRICT G- _-- _ -F--- A& SCHEDULES AND DETAILS a_ -I 5TATE ROAD A-1-A IMPROvEMENT5 Al DUNE CRO550VER C-8 SEWER PROFILE = .`.C-\G J DI DECK AND RAMP LAYOUT /DETAILS REVIEWED FOR COMPLIANCE G-9 PAVING DETAILS 02 BEAM AND J016T PLAN - C-Im DRAINAGE DETAILS - --- , � G_11 SEWER DETAILS ELECTRICAL C-12 WATER DETAILS - REVIEWED BY: JOH•—YO' DATE!��C E-I FIRST AND SECOND FLOOR PLAN ,--_ COMPLIANCE TO: 1.11I.F.P.A.101 2.SOUTHERN STANDAROGUiLow8c E ACCepted AS NOtek 3. LOCAL CODE S ORDINANCES See Attached SheiO 4.STATE FIRE MARSNALLRULES P. 0. BOX 3030 FT. PIERCE, FL 34950.3030 ENGINEER _ARCHITEC T M.E.P. ENGINEER CIVIL EN GI STRUCTURAL E POUJELL DESIGN GROUP, P.A. FLORIDA ENGINEERING SERVICES AN TERPENINC� INC,RIV,4 KLEIN AND TIi"i1"IONS �o(o4 GNERfR'T_ STREET 34 NORTNUJEST 1o8TN STREET GULPEPPER D 4514 S.UJ. 72 ND A`/ENUE NORTH M!AMI BEAGN, FL. CONSULTING ENGINEERS AND UJINTER PARK, 32�ae (305) or�3_©212 LAND SUR'✓; ENG;I i" 11A1" 11 FLORIDA 33155 (40-1) 422 -54&1 / 044-0008 (305) ro%I-0310 (40-) r044-Seal - FAX 1305) ro53-0232 -FAX 805 VIRGIN!A AVE., SUITE 15 (305) /0�01 -21(08 - FAX FORT PiERGE, FL. 34ea2 r (40-1) 4%4-3537 tl r 401) Oro 4 - e4e- - FAX POWELL DESIGN GROUP, PmAm 664 CHERRY STREET WINTER PARK, 32789 HITEC TS AND PLANNERS7 0 -_"E_`'Tj LOCATION 172 �i 1 , Tla. Y�' T K_ V51 2A r. 3 64, i �0 AV Af, _74 ..... . i.tj 7N, c4 q 1. i. { kw 55" 4,;"v T COUN _ 7- T. ORID I I � " INDEX TO DRAWINGS DWG. NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE DIMENSION PLAN 4&5 SITE DEVELOPMENT PLAN 6&7 STATE ROAD A-1-A IMPROVEMENTS 8 SEWER PROFILE 9 PAVING DETAILS 10 DRAINAGE DETAILS 11 SEWER DETAILS 12 WATER DETAILS Ala *rA `14d* SOUTH HUTCHINSON ISLAND ST. LUCIE COUNTY ISLAND DUNES 9107 SHEET 1 OF 12 I .... A a, .v. ._ ,. .. ... r, .: .c. e - S, h. „:.y ... , 4 .. . a ... .1 >x+i -. 1.-. .. .. .n. ... -. .v.. ,.. wa�- — — a ,.,>r r,.;r 4�.. ...:.: .... ._ ya .r31c a, W? .. ,'!' p. . rr„+, }ail � J&'; a �, :r.a, xi: <,=s..'.. Y a�s"�ax7TF fx:�Ya'Po,:#�3t�i"�`'�r : �.�.xa ...>r ..m '._ ..: r��,Sd i.a nb a;�w .I .x,f, s { it R�, 3<.wL"?r�*., b:k 'srP.`a 4 DESCRIPTIONa Sx 9 A parcel of land located on Hutchinson Island in Sections 34 and 35, Township 36 South, Range 41 East, St. Lucie County, Florida, being a portion of the South 2577.66 feet of the North 2858 86 feet of said Sections 34 and 35, lying East of State Road A-1-A and being more particularly described as follows: a, Commence at the point of intersection of the North line of the South 2577.66 feet of the North` 2858.86 feet of said Sections 34 and 35 and the centerline of State Road A-1-A; thence North 89059'38" East, a distance of 53.34 feet to the Easterly right-of-way line of said State Road A-l-A and the POINT OF BEGINNING (P.O.B.) of the herein described parcel; thence South 20'23'08' East along said Easterly right-of-way line, a distance of 991.36 feet; thence North 690 36'52" East, a distance of 243.53 feet; thence South 20023'08" East, a distance of 17.00 feet; thence North 69036'52" East, a distance of 204 feet, more or less, to the mean high water line of the Atlantic Ocean; thence meander said mean high water line Northwesterly, a distance of 846 feet, more or less; thence South 89059'38" West, a distance of 465 feet, more or less, to the POINT OF BEGINNING. Description supplied b client. P PP Y n, ' • �' t �� ,€ u I �',! R i '.. r'. , t , xx. .5: ......,. f. ... ...., , - i3; t. sr 3 i tt r. 1 f (� E �,' b., f' } t k l �., Fr ,!,14 / - a SEASONAL HIGH WATER LINE (S.H.W.LJ ! t , T/02':Z 4�INGE x47 HERO ,BE11:rcX/ 15 /O/V 2/OS iVGY77 3.4T If :1"I K/O,QT// S74T/D/1!/ 2670 = /. 97 /t/G V,!:) 4 Ifl5-A" 7/204L 1,C4A1GE 4710 !/EQO BE4Ch� = 3.40 S. /GlEd N T/OE Q4il/GE 4T CdKE Gt/0�4TS/ = 2 80 2z:; 70 It fie.x �45"i�. �4>„ „��,� � t„� : {; � 7 D/ST•4�c/CE gE'TK/EE'�c/ 2/OS f`` T///S SiTE' = 27 �Gl/. u R ,4 �! S L //l/� k £1' r� � r ry +}r: 1 i �r ,� r r'� a• � 1� � H ' �, b py} i,� 1f M u .r, f+ tm � � � a za �l lv i" ) 4 4 m l� � � � ✓ MEAA F1/GN / /9TE2 L EG 9T/ON 2. /6 L / E0. 23 49'09' E S 2/'3/'S3"E Ya kr A S 20'S7'3�" E S 23�49'09" E /OB. 39'u� 1," �� n R t 9 s 3A fr' G�`7 $3.. I 2Inxke T� d 1 t 4A Si'3 f V d . v qt re a x' EGETF(T/Oit/ f rE +� ,.� (fix, "k�,+1 19 L✓ 'mM' E iy y, /�" w ui- r`� + ri x �� �4 9 � N V, Y MIR r 2Y 1 Vag ��� ,xA , � >k r r� '� 'i r /� iir, lip, e l9 STATE ' '3`' ROAD 5 '�' A-1-A '� 51 5 �S + + tiq - - - -- :J-- � q --_ �� s U re/ +' �+ ��, EG��" G?�.o.�ll/ETrlEi(/T I ��-� Ba8.7ss • --- ----.- /-T.Q.4 ✓E.45E b 5 Q 1 ti /GG2.795' �— 0 31� 3° 3 Ig q 3 0 3 2 w NOTES - - r„ .s t 1 Elevations are based on DNR concrete monument � ti /L •mot 6 E OF a ..- ' Iti• �' �j # 94 77 Topo, mean high water elevation 2,18 line and .4 T IX f '`s ., �;_z- r- !t r7I,.,`" .:a.: , .. ..w .. e : is _. t>. ,,, ?'rY-'.. Ir �.. r w 1- ,� ? .. LJ. �, .:. ... . ,... ,.... .,-.. .. 1.,-3 - n: ! OS haven elevation < . x ., . ,. Y r . ., . ,,.. �. 1 „s + f+ an at on 4.27. .. , .. ., „_, i.. ... ,. :., .. .. .. ,. , � .,, .. r, ,,,, ,a�w � 3. Pi C lJIC� p g .,, . , � ve etaTlon Ilne are revised based on f eld ._b,� ... � „+�. „., � l%�11118+f , „..,, ,,. ! 9 I Iocat!ons .,.:. `,e .�q!/E,�itEiC/7• �C. S /S ._, `. ,. �_. . ,, , <,-;, Y:<�-' ,� .; , � v� ,m�.+� � �,,� .� ��:3 � {/��� U dated -7-9I• �� 1 . �! description .p.. , .....< .r . ,. +... " IG , L IE COUNTYbased legalBearin s are on for this ,_eF. ,., e,,; ,.pn ; x r< ` !," +� ' :., ' .t `. ';., `;: �� ..,�'t ,,., �, � . Sty :n. v• x .-. property, see description show n hereon. � �' - <,;.•, ;; I � , Q, � /fIOTE' . /GfFlc/0.4/TY OF GROC/ND { i F a i ': �f ,r„,f ° ':' � , l � , � , (_,�'` ,, r .,� .u,, .... TOO Gr/45 f/(E4SC/4EIJ i ." ,1 <<� �',-:S �,< = „.a pJ/ Mean high water elevation 2.18 was determined by linear �`I{�� EXISTING CONDITIONS �0. interpolation as verbally approved by DNR on 11-17-89. \ < n r DESIGNED BY DETAILED BY CHECKED @Y DRAWING NO. r Graphic locations of the 0.0 elevation line — _T {I E', dE"RS I! v and seasonal high water line �' D. F. L.G. - I L ;PiR `:: I SCALE n are based On actual field locations Of Same A^a JOB N0. 905 VfRCi 4iA AVE d�Y'SUITE 15 �T 2 of 12 L taken on 11-21-89 by this office. ----_. - ---- -- � FORT PIERCE,FLA. 34982 //DATE-27-89 / — �{Q /793 n ,{ i., M. J� yffin ce y •_ , :: „-ew»...-z,r z ,,:.: ,.:a, .:.ran,.» ,-. ,... .� PLANS(SEE ARCHITECTURAL � FOR BUILDING , DIMENSIONS) s + as Ile i=t �����ej l4Yy� • lY �k2' __-_ �� • ��� � r� r�a#`a` • 5 'i , CABANA . ,• UNIT ti� r \ ( �-7 RAMP -RAMP h �V- o } 24' ilt 24' I S I �S' 0 z6' - 232.00' - N a NOI;, DIMENSIONS 5'R TYP.- , 1� --- - C11 AR 0 FACE C12 0 14.25' I 11' C4 --- N oI r + - 29' 1 1414' 28' 5/ - C9 14, 25' Cl5 �n e o C1 18.21'1 7 '. 21 C16 M LgZ �+ - --- 32.00' - iO 1-7a -201.,E I �N-- _/ / h' --- (SEEPLANS --- C1 -- C10 ( E ARCHITECTURAL PLAN S � 22 67 -- --- - _.- DIMENSIONALINGAR AGE _. N i� lt),.,� �S INFORMATION) � 22.6T � �SEGATETM /o, 5'R !. m N 5'R cc mommommmull, WE 1 ,..°�4�. .__4' z. �' CURVE CHART, LINE CHART Fi 1 A '4 -4 FILE REF. FIELD BK./PG. 9107HC DWG a x i' as a CURVE RADIUS LENGTH DELTA C1 __ 5.00' 5.71' 65'22'46" C2 6.71 8.15' 69'3714 _ C3 _ 5.00' 7.85' 90100'00" C4 15.00' 19.22 73'23'54 C5 20.00' 25.62' 73'23 54 C6 20.00' _ 24.30' 69'3714 _ C7 15.00 18. 3 - 69.37.14 C8 35.00' 68.20' 111'39'09" C9 25.00' 39.52' 90'34'33' C10 50.00' 79.04' 9034'33" Ci l 14.50' 47.12' 180,00 00 C12 ��-- 14.50 47.12' 180.00'00 C13 50.00' 79.04' 90'34 33 C14 25.00' 39.52' 03433 C15 5.00 3.93' 4-5 00 00 C16 5.00' 3.93 45'00 00 C17 10.00' 7.85' 45'00 00 CULPEPPER& TERPENING,INC. LINE DIRECTION DISTANCE _. --- Ll N 00.00 22' W 12.78' L2 S 20'23'08 E 2.33' L3 N 89'59'38" E 2.14' L4 S 24'36 52 W 12.43 CONSULTING ENGINEERS LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 (407) 464-3537 20'R �I� I ;n 4' HIGH EXTERIOR PRIVACY WALL. N N 28.64' I I 08" W r2 d55. 31' L.. - R E V I S 1 0 N S- BY DATE BY DATE REVISED BUILDING ENVELOPES GWR 12-7-92 DESIGNED REV DUNEWALK, PARKING GARAGE AND GUARDHOUSE EBC 12 21--92 CAL -CS., ,REV.,ENTRANCE, WALK ® POOL AREA, ADDED SECURITY GATES RGM 4 25-94 DRAWN DETAILED 1 f CHECKED APPROVED + v 40 30 20 10 0 20 40 80 SCALE IN FEET: 1"= 40' a tp � x* a, mA 89.98' j N 20.23 i � � 17 00' (SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) - - - - - - - +� 8 if)O12 I i..j `n � ,��M l 225.33 x0 4S r 'al 4. f 1 B• r ' i 13.76' + ryr..�.? ISLAND DUNES S Re enc Alar�afAmer � y SITE DIMENSION PLAN DATE: 5-11-92 HORIZ. SCALE: 1"=40' VERT. SCALE: N/A JOB No. 9107 SHEET 3 OF 12 TIE TO EXISTING ,<:» GRADE W/3:1 SLt M � s a I @ 111 aW`i r '. pip, l ik�LL� ^k" a- W W V) W W U) W Z CONST. 8" PVC COMPUTER FILE9107-SO.DWG FIELD BK,/PG. _ CONSULTING ENGINEERS CULPEPPER & LAND SURVEYORS 'Imr805 VIRGINIA AV., SUITE 15 c ll� TERPENING,INC. FORT (07)E464-353734982 1 ~"— 2-1/2" 45' 8 "-,--- -------------'--- FPSeE --� 4HIGH EXTERIOR PRIVACY WALL SEE SECTION, SHEET 10 of 12 — R E V I S I O N S— BUILDING FFE, GRADES, CONTOURS BY DATE EBC 12-8-92 CONTOURS "PARKING; GARAGE CUARDHOUSE EBC 2 21 "92 GARAGE R W.L., CABANA W.S, GJARDHOUSE. ';ERV., WATER METIER EBC 1-5-93 FIRE MAIN PER SLCFD EBC 1-8-93 REV. ENTRANCE, WALK ® POOL AREA, ADDED SECURITY GATES RGM —26-94 �&&« NOTE: RAINWATER LEADERS TO BE FULLY ;n''yx�p7+ r�'ui�"F j t rz ),�i �'2'"`�.�z RESTRAINED AT FITTINGS BY MECHANiG�,� 4 RESTRAINT SYSTEMS {MEGA —LUG OR APPROVED T r F[DETAJLED Y DATE m LI r i u4 14 a NT``/TMTT }Ts�/r T �3 ... JD E 1 EEO MEN 1 PLAN .v. .....1.1,..rm .... c } r P � r r. r f DA HORIZ. SCALE: 1'�=20� VERT. SCALE. N%A JOB No. 9107 SHEET 4 Of 1 2 41 5 v ss, 7.1 SECURI 64' GATE 7.14' { 3' CURB TRANSITION . TO FLUSH CURB (TYP.\ �,26" 6.96 .17' BOTH SIDES OF DRIVE) A 7.28' END CURB ® R -----------------------------t----- -`------FP&d--------------------- LIMITS OF DO T. PAVING SECTI N _--_ — _—_--_ —— — 5.23t —� COMPUTER FILE REF, FIELD BK./PG, 9107-NO.DWG I STATE ROAD A- CUL.PEPPER & TERPENING,INC. TIE TO EXISTING GRADE W/3:1 SLID R E V I S 1 0 N S_ BY DATE CONSULTING ENGINEERS = & PARKING GARAGE, CONTOURS, BUILDING ENVELOPE EBC 12 21 9; LAND SURVEYORS 10" RWL, WATER METER EBC 1-5 93 805 VIRGINIA AV., SUITE 15 FIRE MAIN PER, SLCFD EBC. _ 1- 8 93 FORT PIERCE, FLORIDA 34982 ADDED 1" STUB W/ CAP AND SECURITY GATES RGM 4-26-94 (407) 464-3537 - - - - - - CONST. CONCRETE " PAVING PER SHEET 9 OF 12 r ". BY DATE DESIGNED I CALCS. I DRAWN I DETAILED CHECKED APPROVED SD CHA ry'A GV k 1 4 n TYPE P MH TYPE C INLE RIM EL. 7.18 TOP EL. 6.60 SO, INV. EL. 3.82 NO. INV. EL. E. INV. EL. 4.00 W. INV. EL..3 W. INV. EL, 4.00 SD-5 SD-2 TYPE C INLE1 EL- 0,� ry �% NO. INV EL. 3.66 W. INV. EL. 4.00 TYPE O TOP EL NE. INV EL.1,. SD--3 SO. INV. E TYPE P M44i �, a RIM SO. INV. EL. 3.51 TYPE C INLE E. INV. EL. 4.00 TOP EL. 6.50 N0. INV. EL. 3.51 NO. INV. EL. W. INV. EL. 4.00 SO, INV. EL.. S.S. = SANITARY SEWER SERVIC"'G R.W.L. = RAINWATER LEADER , - = 3' CURB TRANSITION B.S.P. - BACTERIOLOGICAL SAMPLING POINT P.I.V. = POST INDICATOR VALVE (PRATT 8" PIVA FM-5 OR APPROVED EQUAL), _ .fieaevallslandAmesvf DEVELOPMENT PLAN DATE: 5-11-92 HORIZ. VERT. SCALE: 1"=20' SCALE: N/A JOB No 9107 SHEET 5 OF 1 2 NO,' 27 11 COMPUTER FILE REF. FIELD BK./PiG. 9107DOT.DWC CONSULTING ENGINEERS CULPEPPER & LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 T CT ERPENING, INC. (407) 464-3537 I ZEN 3 57R R E V I S 1 0 N S BY DATE BY DATE BUILDINGS AND PARKING GARAGE EBC 12-21-92 DESIGNED REV. MAIN ENTRANCE RGM 4-26-94 CALCS- DRAWN DETAILED CHECKED APPROVED PROPOSED 13 STORY -- 72 UNIT RESIDENTIAL HI —RISE C) w Li > V) MATCH F STATE ROAD A- I -A IMPROVEMENTS DATE: 5-11-92 HORIZ. VERT. SCALE: 1"=40' SCALE- N/A JOB No. 9107 SHEET 6 OF12 1= k P x Fs s � j lFJas �; 411,li "P tia ! - � i *ry a SOD dv n„s 1 BEVELED OR ROUND CORNERS ,n 1.5' R 00 M `�i rn > y N / O x a — k I ----- — _ -- /-- SOD 5 SOD TOP VIEW -- SINGLE PIPE —L- -'` z i 3" OR 5 1/2" 2.p1• 4.p DEEPEN AROUND OUTSIDE 0• EDGE OF PIPE FPR 5 1/2" SLAB 1.9g -CONCRETE C INNECTOR-\ PIPE c SADDLE � . io in _ SIDE DITCH GF COMPUTER FILE REF. FIELD BK. PG. / 9107DOT2.DWG 4 DOUBLE SOLID YELLOW CULPEPPER& LE TERPENING,INC. 0'-18' WIDENING f I I 8' 15' — 3' I.,., CONSULTING ENGINEERS LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 (407) 464-3537 R1-1 6'(T) ADMIRAL SERVICE ENTRANCE ISLAND DUNES COUNTRY CLUB, R/W LINE SEED & MULCH 4" XUBLE SOLID YE 75' R 4" SOLID WHITE EDCt "b "gyp 4" SOLID WHITE 4" WH 18" YELLOW PAVEMENT MARKING PLAN NOTES.'. 1. ALL PAVEMENT MARKINGS AND SIGNS SHALL BE IN ACCORDANCE WITH THE FLORIDI +'!" ` �� '_""�' a •�`�"� DEPARTMENT OF TRANSPORTATION AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVIC S STANDARDS 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH THE F.D.O.T STANDARD ��� SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION 711, AND SHALL BE PLACE "l 1 "A� SHOWN IN THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX NO. 17346. ; 3. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 706, AND SHAI F{ PLA � IN THE F D O.T ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO 17352', r v-". I I s'r"u ' k In F. J .I 11 v `!` ✓! '...i' �Yffi' ??��d A� (t"„• q`S, ... '�Al — REVISIONS — BY DATE TAPER LENGTHS aCD L_OCA'IC:N..,,. _ ,_.... EBC 7/30/92 RNEV MAI` ...:NTF ANCI _. _.. _.. __.... RGM 4 26-9 BY DATE DESIGNED G T. (iegencyls�ana�.�unes CALCS. DRAWN -CHC'LED EED STATE ROAD A-1—A IMPROVEMENTS CHECK APPROVED 3 DATE: BY DATE DESIGNED G T. (iegencyls�ana�.�unes CALCS. DRAWN -CHC'LED EED STATE ROAD A-1—A IMPROVEMENTS CHECK APPROVED 3 DATE: 5-11-92 HORIZ. VERT. SCALE: 1 "=40' SCALE: N/A JOB No. 9107 SHEET 7 OF 1 2 0 CONST. 8"g "ni PVC FIRE' MAIN 1 ar..rr $ _.. . � i i 1. PVC � TIE-IN x lsi CONST. MH N0. 2 ��- "x6" WYE TYP. CONST. 339 L.F. OF 8" PVC 1 - - i JI SFIRE M ANITARY SEWER s€}t 1 a- RIM EL. = 7.40' i � y.`,,, ABANDON EXIST 6 WATER MAIN ( ) r *fir.,,..-., ®0�_9_s 409> ------- r ,,;;'; -� , s :, ,. a.�. " SANITARY SEWER ® 0.40% „ , " s I ----------7L--- - - - -0.30 ---------------------------------------------------" �"- - 4. '� ,4 f„' —------- -- ---- --- — -- — -- -- u vW�C' s, I � � _ : .. x� `a�,�-, .•,,.. t,, ..4 _ .��_�.f^ <'�, � x R;. x., -, .� . , I -� / �n IT cuicT w u 12 8 4 - 4 I 3+00 t 4; (_L.� T t U-- Q SD-12 :2 _„_ 7 MJw SD-13 �. 0' RAW + 0 0 Fk ttQl t0 G I' I II n Z :D RETAINING WALL. PER - z'.w - STRUCTURAL PLANS =E» FINISHED GRADE M,- z Z ----- --.�.. ----------- - - '"- " ----- x( l$" RCP ST DRAIN r I { r, ��& Y 4 1` 4+00 COMPUTER FILE REF. FIELD BK./PG. 9107—SEW I I I ARY SEWER 0 0.40%- 6+00 CONSULTING ENGINEERS LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 (407) 464-3537 { EXIST. 6 W.M. ti- TO BE ABANDON t£ PROPOSED, E L .. _... 1. r: ,rs 9 � J � ..?�'� F .x a`J e �. t 4 L r .�* a CONST. 16 L.E OF 7+00 SANITARY SEWER 01 0.40% -REVISIONS - BY DATE REV ENTRANCE, ADDED STUB RGM 4-26-94 BY DATE DESIGNED CALCS. DRAWN DETAILED CHECKED _.. ._. ._...APPROVED s } L< ,�egeircyls�and,�unes SEWER PROFILE _1 8 14 1 0. -4 NOTE' STATIONS SHOWN H ON ARE FOR PURPOSES OF RELATING DISTANCES FROM MANHOLE TO MANHOLE AND DO NOT REFLECT ANY CENTERLINE OR BASELINE STATIONING. 1 12 L -4 DATE: 5-12-92 HORIZ. VERT. SCALE 1"=20' SCALE: 1"=4' JOB No. 9107 SHEET 8 OF 1 2 1. 2" TYPE FC-2 ASPHALTIC CONCRETE t Y 2. 8" LIMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED 3. 8" STABILIZED SUBGRADE, (75 PSI FBV) • v* T * COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T 180 .a y � F 1 s z e�`fF TYPICAL PAVEMENT SECTION 1�2" ` OHAMFE INA-00jo ice' ice' P kW"_. n�rq n fi CURB/SIDEWALK SECTION a 20' 14' 20'... CONST TYPE CONST TYPE "F" CURB "F" CURB CONST. MODIFIED CONST. MODIFIED TYPE "F" CURB TYPE "F" CURB 2% 2% PAVEMENT AS PER TYPICAL SECTION ENTRANCE DRIVE SECTION EL. VARIES - SEE SITE IMPROVEMENT PLAN 25' 1l ' 6" 12" 3,000 P.S.I. CONCRETE SAWCUT 5' O.C. EACH WAY PRE -MOLDED EXPANSION JOINT MATERIAL (TYP.) <, a 8" SUBGRADE COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 SEE STRUCTURAL PLANS FOR RAMP RETAINING WALLS PARKING RAMP PAVEMENT SECTION SOD 8" STABILIZED SUBGRADE, (75 PSI FBV) + : COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 GRASS PARKING SECTION 3,000 P.S.I. 6 CONCRETE 6" THICK STANDARD TRAFFIC AREA Ft SUBGRADE — STABILIZED TO 50 PSI FLA BEARING VALUE AND COMPACTED TO 98% MAX. DENSITY PER TYPICAL PAVEMENT SECTION AASHTO T-180. �— CONSTRUCTION JOINT NOTE: CONTRACTOR SHALL PROVIDE A COMPLETE JOINTING PLAN TO BE APPROVED PRIOR TO CONSTRUCTION TYPICAL PAVEMENT JOINTING DETAIL CONCRETE PAVEMENT DETAIL 3' CURB TRANSITION COMP R`FRFILE FIELD BK./PG. _--.— 9107DET1-- I I CULPEPPER & TERPENING,INC. CONSULTING ENGINEERS LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 (4C7) 464-3537 TYPE "F" CURB 6" 1'-6" MATCH SLOPE OF ASPHALT 3" R o 3/4" R m 8 __ 2'-0" * NOTE: WHEN USED ONHIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. MODIFIED TYPE "F" CURB 6" PAVEMENT I� SECTION L 1 1/2"R BASE N SUBGRADE #4 BARS CONT. NOTE: ALL CURBS TO BE SAWCUT 0 5' INTERVALS. FLUSH CURB BY DATE DESIGNED 1J �. CALCS. DRAWN G6✓2 IS—//-92 DETAILED CHECKED APPROVED ''< 'Awe si Tr- DETAILS HORIZ. SCALE. N.T.S VERT SCALE N.T.S JOB No. 9107 SHEET 9 OF 12 x co E E \ I r0 n 0o 00 00 00 n OO 00 DIMENSION MAX. SIZE A B C D E 2'-0" 3'-1" 2'-4" 3'-0" 11" 18"/24" 3'-0" 4'-6" 3'-4" 4'-4" 1'-5" 24"/42" C _ �v w �2- 2 1/2" NOTE: (1) FOR MORE INFORMATION SEE D.O.T. 1 1984 STANDARDS INDEX NO. 232 PLAN 5 3/a"-- 5 3/4 GRATE 1 i/2 i 4fo { 2 1/4" ` 2 1 4" : R '` 1 I GENERAL NOT N w #4 BARS BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4" Cif > I 12" O.C. FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION _ IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO I� SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND. GRATES: CAST IRON GRATES TO BE U.S.F. NO. 6212 IN ACCORDANCE L _ _ _ J� WITH FLA. D.O.T. SPECS. FOR TRAFFIC BEARING GRATES, N I I I —L---- I SEE GENERAL NOTES TYPE "C" & "E" STORM INLETS [ALUMINUM PIPE (NON -PERFORATED) 24" MIRAFI 140N FILTER "I MATERIAL OR EQUAL CONCRETE OR 6" REINFORCED CONCRETE ONE CAGE #4 0 12" CTRS. - BOTH WAYS IN CENTER 1/3 OF CONCRETE WALL hLL 1 A ® TRS.- , BARS B 9 CC BOTH WAYS u'�FI 0t �, ws•p � :, I _ 1 k #! I TYPE "P" STORM MANHOLE BUILDING WALL" SEED & MULCH SOD BEACH EXFILTRATION CONNECTION DETAIL ACCESS III # '1 ✓ i, � 1 a�3� PROPOSED WALL (SEE DETAIL) r, r BASE COURSE I l l DTI ySlrl ul� SUBGRADE j: rt I I' 1' MIN. OVERLAP MIRAFI 140N FILTER MATERIAL IR t).) OR EQUAL r" { 1 rlsil, « s ?�� { I { 7/ 16- HOLES a, i ,.� r I� IUII ,r 1°. v... 5., N. J 15" PERFORATED INV. EL. 3.00T. ALUM. PIPE HIGH WATER DESIGN WATER I ,I + z -- TABLE TABLE EL. 2.00 . � ,r1 a � 1• ry �N3f V �« �� EL. 1.00 F ' o d } iY r: k 5 _0• 2 �,,, NOTE: NO FILTER MATERIAL ON TRENCH BOTTOM1`Ij s i# l�+s.Y', d F, .ir,>si kXh. •%A >" 'a*3 »a'�"�`»ta .f[� F °A 1 -L. .^ ,# , � '.f , �u""Al EXFILTRATION TRENCH SECTION 0 0 U Y a v $all a w z w COM IRrFR � 1_D 9107DET2— I, � II I - EL. 8.00 F.F.E. 8.5 EL. 6.5' 3 RETAINING WALL (SEE' STRUCTURAL PLANS) SECTION A- 4' 1 VARIES CONSULTING ENGINEERS LhND SURVEYORS CULPEPPER & 805 AR-INIA AV., SUITE 15 rOP,T P'ERCE, FLORIDA 34982 TER P EN I N G,INC. (40--) 464--3537 — R E V I S 1 0 N S— BY DATE REV SECTIONS A AND B EBC 12-7-92 REV SECTIONS A AND B EBC 12-21-9 ADDED EXTERIOR PRIVACY WALL SECTION I RGM_. 5-4 94 BY DATE DESIGNED CALCS DRAWN Gl.jte 5-11-92 DETAILED CHECKED APPROVED �A 0ACAR �r DRAINAGE DETAILS DATE_ 5-11-92 HORIZ. SCALE: N.T.S. VERT. SCALE: N.T.S. JOB No. 9107 SHEET 10 i -r I ,v A STANDARD SEPARATION STATf'MENT FOR WATER/SEWER CONFLICTS SEWER COLLECTION NOTES FINISHED GRADE SEE NOTE 1 4'x4'x6" CONC. PAD POURED TO GRADE .O X .I 3/8" GROUT ON PRECAST CONC. RINGS INSIDE & OUT \ SEE NOTE 2 IN UNPAVED AREAS OR WHEN D.O.T. SPECIFICATIONS APPLY PACK WITH �A" fig^ NON -SHRINKING GROUT GROUT & ASBESTOS / CEMENT M.H. COUPLING f FOR FIELD INSTALLATION NEOPRENE BOOT WITH SEE MANHOLE SCHD._i, . t c STAINLESS STEEL ACCESSORIES OR APPROVED I + __C + EQUAL SHALL BE USED FOR PRECAST MANHOLES STANDARD MANHOLE DEPTH 5'-0" AND GREATER PIPE DIA. "A" "B" "C" BOT. SLAB "T" 8"-24" 4'-0" "8" 76" 8" 30"-36" 5'-0" 118" 88" 10" 42"- 48" 6'-0" "8" 100" 12" TYPICAL MANHOLE DIMENSIONS NOTES: 1. MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SEWER" CAST IN THE COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL. 2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCEED ASTM C478 ALL CEMENT TO BE TYPE II ACID RESISTANT. REINFORCING AREA OF 0.02 SQ.IN/FT FOR WALL SECTION MIN. TO MEET OR EXEED ASTM A 185. 3. MANHOLES SHALL HAVE TWO COATS OF COAL TAR EPDXY COATING OR APPROVED EQUAL, APPLIED TO THE INTERIOR AND EXTERIOR SURFACE. THE FIRST COAT SHALL BE RED; THE SECOND COAT SHALL BE BLACK. MINIMUM COAT THICKNESS SHALL BE 8 MILS. 4. A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS, IF REQUIRED. MANHOLE DETAIL NOTES: 1.INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. 3. CHANNELS FOR FUTURE CONNECTIONS (STUBS) SHALL BE CONSTRUCTED, FILLED WITH SAND AND COVERED WITH 1" OF MORTAR. FLOW PATTERNS FOR INVERT CHANNELS 1. Sanitary sewers, force mains, and storm sewers should always cross under water mains. Sanitary sewers and force mains crossing water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert MAXIMUM TRENCH WIDTH of the upper pipe and the top of the lower pipe whenever CFINISHED GRADE 2 x PIPE DEPTH + W possible. PLACE AND COMPACT Where sanitary sewers and force mains must cross a water w w ? N 6" LIFTS Z main with less than 18 inches vertical distance, both the U Z / �q o Z sewer and the water main shall be constructed of ductile ` a 0 W < a o iron pipe (DIP) at the crossing. Sufficient lengths of a PIPE O.D. + 24 IN. �� Zj DIP must be used to provide a minimum separation of 10 0I� MAX. WIDTH k i� FL) feet between any two joints. All joints on the water main Fiw 12" 12" > w within 20 feet of the crossing must be leak free, and A 12 MAX. [MAX. �Z ca mechanically restrained. minimum vertical clearance of J " w o 1 6 inches must be maintained at the crossing. INVERT l _____ •.':' :. ...' a All crossings shall be arranged so that the sewer pipe "O.D.__J��/ "-/ -----� joints and the water main pipe joints are equidistant from 1/2 PIPE jthe point of crossing (pipes centered on the crossing). HAND PLACED \- LOWER QUADRANT TO BE Where a new pipe conflicts With an existing pipe, the new SELECT MATERIAL SHAPED TO RECEIVE PIPE pipe shall be constructed of DIP and the crossing shall be BELL AND BARREL arranged to meet the requirements above. NOTES: 2. A minimum 10-foot horizontal separation shall be 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS maintained between any type of sewer and water main in OF THE FLORIDA TRENCH SAFETY ACT. parallel installations whenever possible. 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE In cases where it is not possible to maintain a 10-foot THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED horizontal separation, the water main must be laid in a TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED separate trench or on an undisturbed earth shelf located BY AASHTO METHOD T-99. on one side of the sewer or force main at such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer. Where it is not possible to maintain a vertical distance TYPICAL TRENCH SECTION of 18 inches in parallel installations, the water main shall be constructed of DIP with a minimum vertical distance of 6 inches. The water main should always be above the sewer. Joints on the water main shall be located as far apart as possible from joints on the sewer or force main (staggered joints). 2'-0" 2'x2'x12" SLAB V-O" CLEANOUT FRAME & 3. All DIP shall be class 50 or higher. Adequate protective POURED TO GRADECOVER U.S. FOUNDRY 32-C measures against corrosion shall be used. IN UNPAVED AREAS OR APPROVED EQUAL. '.i I w 6" P.V.C. a 6"-45' P.V.C. ELBOW ---, , � I 0 8"x6"-45' IP.V.C:. WYE ---- ` a. /: -- PLUG 0 FY:L09LO1►1 PLAN CLEANOUT DETAIL COMPUTER I FILE REF. � FIELD BK G 9107DET3 CTCONSULTIPJG ENGINEERS CULPEPPER & LAND SURVEYORS 805 J:'RGINiA AV., SUITE 15 TERPENING,INC. FORT (40 )E464-353 34962 - R E V I S 1 0 N S- BY DATE BY DATE DESIGNED. C ARCS i DRAWN GG✓R 5-15-92 DETA!LED CHECKED APPROVED 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark noted on construction plans. Verify all elevations of existing pavement, stubouts, and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. 2. The Contractor is herein advised that "as -built" drawings will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "as -built" drawings will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to be accepted for final certification and approval. 3. All construction shall be in accordance with applicable Florida Department of Environmental Regulation requirements and specifications. 4. No field changes or deviations from design shall be made without prior approval of the Engineer. 5. The contractor shall coordinate service grade and location with the building contractor. 6. The contractor shall contact the Engineer, the appropriate Governmental Jurisdictional agency and all Utility Companies, at least 48 hours prior to commencement of construction. 7. The contractor shall notify the Florida Department of Transportation prior to the construction within S.R. A-1-A. The contractor is responsible for construction in accordance with the Florida Department of Transportation permit, which will be obtained by the Engineer. 8. Sewer force main shall be Polyvinyl Chloride conforming to AWWA C-900-75 and shall be Class 150, DR-18. 9a. Gravity sewer mains shall be polyvinyl chloride conforming to ASTM-D 3034-74, SDR-35. 9b. Sewer Mains, where specified as Ductile Iron Pipe shall be class 52, double thickness cement lined and seal coated. 9. Sewer force main shall be brown in color or have the words "sewer" printed permanently in brown on three sided for the length of the pipe. 10. Fittings shall be cast or ductile iron, conforming to AWWA C-110 and ANSI A21.11, Class 250, double thickness cement lined, and seal coated. 11. Sewer lines shall be laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance with AASHTO T-180. Backfill shall be compacted to 98% of maximum density in accordance with AASHTO T-180. The contractor shall submit certified density tests on each 12" lift if deemed necessary by the Engineer. 12. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation standards. 13. Minimum cover shall be 3011, pipes with cover less than 30" shall be constructed of ductile iron pipe. 14. Ten feet (101) minimum horizontal and eighteen inches (1811) minimum vertical separation shall be maintained between the water and sewer lines. (See Special Conditions, Sanitary Sewer Construction). 15. Disturbed areas within S.R. A-1-A shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation specifications. 16. Existing utilities shall be field verified and protected by the contractor. 17. All gravity sewers shall have infiltration or exfiltration tests performed as follows: a. Where the ground water elevation is at least 2 feet above the highest invert, infiltration shall be observed/measured to determine leakage. b. When the ground water elevation is less than 2 feet above the highest invert, exfiltration tests shall be performed. The system shall be filled to a minimum of 2 feet above the highest invert and the loss in water recorded. Incremental testing is acceptable. C. Allowable leakage standard is 150 gal per inch of diameter per mile per day. L = 0.00118DSH Where L = Leakage in Gallons D = Diameter in Inches S = Length in Feet H = Time in Hours (Minimum 2 Hrs.) d. Utility Company requirements, if more stringent, apply. 18. All force mains shall be pressure tested for a minimum of 2 hrs. Force main pressure test shall conform to AWWA C-600 and be at 150 psi. Allowable leakage formula: L = SDPt12 133200 Where L = Leakage in GPH S = Length in Feet P = Pressure in psi D = Diameter in inches SEWER DETAILS ��tv N"N lN'$'iY✓}�xn.v,�rpyGmwMu-:ry N. HORIZ SCALE: N.T.S. VERT. SCALE N.T.S. JOB No. 9107 SHEET 11 OF 12 u 0 z i TEE USED AS l J1 CROSS AS TEE CROSS USED AS r 4 ULAU LNU VLK I IUAL LNU N TUKAN I RUNOUT NOTES: 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SETTING FORTH FINISHED GRADE THE REQUIRED LENGTH TO BE RESTRAINED BASED UPON THE PROJECT AREA SOIL TYPE, PROPOSED TRENCH CONDITIONS AND 1" POLY DEPTH, PRESSURE OF 150 PSI FOR DOMESTIC MAINS AND 200 c SERVICE PSI FOR FIRE MAINS, AND A SAFETY FACTOR OF TWO (2).A E DRAWING OF EVERY TYPICAL FITTING ASSEMBLY WITHIN THE PROJECT SHALL BE SUBMITTED WHICH REFLECTS THE RESTRAINT DETAIL PROPOSED FOR USE. INCLUDING I FNGTH OF PIPF RESTRAINT I (n z NOTE: ;INSTALL BLU INSTALL R.P.M. ON VALVE LID & ® E.O.P. FINISHED GRA GATE VALVE & VALVE BOX DETAIL fw r i C,I n=I { GbF I C (i 1 1" POLYETHYLENE SERVICE LINE 2"x 4" TEMPORARY MAR PAINTED BLUE FORD CURB STOP tr NOTE: AFTER TESTING REMOVE 1" P.E. I INF ANn CAP WITH RRACC HAND PLACED `- LOWER QUADRANT TO BE -:. SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES: I k � 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. I 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE 6" PVC PIPE _ DUCTILE IRON PIPE 6" PVC PIPE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. ''��� i. �I x` Y a k 6ni`r� ,v i TYPICAL TRENCH SECTION 3" M TER ASSEMBLY {y,t,, I CONSULTING ENGINEERS LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 (40-1) 464-3537 M.J. PIPE RESILIENT SEAT - GATE VALVE NON -RISING STEM "+ REMOTE FIRE DEPARTMENT (SIAMESE) CONNECTION::„. POTTER-ROEMER MODEL NO. 5731 OR ' APPROVED EQUAL r ' 6"x2-1/2" 2-WAY r (POLISHED CHROME) SEAMLESS COVER SLEEVE (POLISHED CHROME) [ I I -R: FINISHED GRADE IDENTIFICATION PLATE le , 6 OUTLET PIPEl Ate.. r i IRE DEPARTMENT (SIAMESE) CONNECTION j L: �Y A ,:i- -5 I� .n . ^ v "i� , rA js I 8Y DATE DESIGNED CALCS. DRAWN GA/R 5-15-92 DETAILED CHECKED APPROVED x Y IA 1 Z � + a.�"� '"F;3� WATER DISTRIBU I If1i 1101111 N1� i1 n,F41ak���'�. ' 4 ^shall 1. The Contractor and/or construction surveyor verify the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, stubouts, and structures before starting construction and notify the Engineer if anyl-discrepancy in elevations exist. - ` 2. The Contractor is herein advised that "as-built"'Hrawvin will be performed on the project which will reflect th elevation and location of all structures and improvement:' on the project. These "as -built" drawings will b utilized by the Engineer to determine conformance of th project to required tolerances as set forth by permitting: and/or approving public agencies. Tolerances establishe by these agencies must be met in order for the project to- be accepted for final certification and approval. 3. All construction shall be in accordance with applicable Florida Department Of Environmental Regulatio.;`r requirements and specification,*��•,, - 4. No field changes or deviations 51 from des fgIn to ,be'mad without prior approval of the Engineer and the Fort Pierce', Utilities Authority. 5. Water main where specified as Polyvinyl Chloride, shay conform to AWWA C-900, pressure Class 150, DR(18) w 6. Water main, where specified as Ductile Iron Pipe, -sha ' conform to ANSI A-21.51 or AWWA C-151, and shall be Class^ 52 unless otherwise specified by the utility haven, jurisdiction or the Engine ��' �'��44 " #dri'^1f ayfii-v$; SM' 7. Water main shall be blue in clor or have the words "water main" printed permanently in blue on three sides for the length of the pipe., B. Fittings shall be cast or ductile iron, standard body, conforming to AWWA C-110 and ANSI A21.11, Class 250, cement lined, and seal coated. 9. Gate valves shall be Mueller Resilient Seat, Kennedy, ' Ken -Seal or approved a ual. Valves shall conform.o,AWW C-509. a ri it,,� 7a7 p°Ax}� a •€ 'i" r 10. Water lines shall be laid on undisturbed ground, or groun ; compacted to 98% of maximum density in accordance with, AASHTO T-180. Backfill shall be compacted to 98% of maximum density in accordance with AASHTO T-180. The contractor shall submit certified density tes on eac 12" lift as deemed necessary by the Engineer. 11. The contractor shall contact the Engineer, the appropriate Governmental Jurisdictional agency and all utility'; companies at least 48 hours prior to commencement of, construction for coordination of any utilities. 12. Minimum cover shall be 3011, pipes with cover less than 301'., shall be concrete encased or be Ductile Iron Pipe, unles' otherwise directed by the Engineer.,,„ ' 13. Ten (10) feet minimum horizontal and eighteen, w 'inch" vertical separation shall be maintained between the water main and any sewer lines. (See Special Conditions,'. Sanitary Sewer Construction - Separation.) 14. Disturbed areas shall be restored to their original: condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department ofI Transportation specifications. 15. Existing utilities shall be field verified and protects by the contractor. =, 16. The contractor shall furn"ish'l-as-buiIt information to th`.. Engineer, including locations of tees, valves, etc., as requested by the Engineer. 17. The contractor shall tap existing lines under thea supervision of the Engineer only after preliminary testingl and disinfection has been completed and approved. 18. Service taps (Bacteria Sample Points BSP) shall be placed approximately ten feet away from gate valves, as shown,:. for testing. Following testing and sterilization of waterline, contractor shall place a brass plug in all corporation stops which were used as BSP's and remove the tubing and curb stops. 19. Mechanical restraints to be used on all fittings. No thrust blocks to be utilized within the system. 20. Where a water main is to be installed near a storm drain ; pipe a minimum of 6 inches of vertical clearance between: pipes shall be maintained unless otherwise directed by the Engineer. 21. All water mains, including feed line from the meter to the , building, shall be tested at 150 psi for two hours. ? Testing methods shall conform to AWWA C-600 requirements. Allowable leakage formula:,. L = SDP112 + wee 133,200 :4 : t�J'ri1 a(i`"1?� a .,.� eakage in =''Length of pipe D = Diameter in Inched' P = Pressure in psi 22. Water main shall be disinfected and approved in accordance with the latest applicable Florida Department of - Environmental Regulation and AWWA, requirements (AWWA A C-601) 23. Dedicated Fire Prevention Lines a) Where specified to be Polyvinyl Chloride, sh conform to AWWA C-900, Pressure Class 200, DR 1, where D.I.P., Class 52. b) Fire lines to have double check valve assembly with; detector check. c) Pressure testing of fire mains shall be at 200 psi and conform to NFPA 24 (latest) requirements. d) Fire protection lines must be installed and certified? by a Contractor licensed specifically to install fire prevention mains. WATER DETAILS DATE: 5-14-92 HORIZ. SCALE: N.T.S. VERT. SCALE: N.T.S. JOB No. 9107 SHEET 1 7 OF 12 I 02000 FOUNDATIONS: ------------ -------------- GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY CARE H.D. HENRICKSEN, P.E. BASED ON THEIR RECOMMENDATIONS, THE FOLLOWING FOUNDATION SYSTEM WILL BE USED: 16" DIAMTER AUGERCAST PILE INSTALLED TO A TIP ELEVATION OF -54'-0" NGVD. COMPRESSION = 125 TON. TENSION = 60 TON, ' LATERAL CAPACITY = 7 TON PILES TO BE LOCATED AT 4'-6" C.C. GEOTECHNICAL MONITORING ' SPECIFYING AND MO I PONSIBLE FOR S ENGINEERS RESPONSIBLE ALL TESTING, INSTALLATION, EVALUATION, AND REPORTING RELATED TO THE ; FOUNDATION SYSTEM, INCLUDING ALL WORKMANSHIP PROVISIONS RELATING ` TO THE SOIL - STRUCTURE INTERFACE. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR SPECIFYING THE MATERIALS USED TO CONSTRUCT THE ` FOUNDATION UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FRAME. DO NOT PLACE ANY FOOTINGS, PILE CAPS, OR MATS UNTIL RECEIPT OF WRITTEN h' AUTHORIZATION BY THE GEOTECHNICAL ENGINEER THAT THE PREPARED SUBGRADE OR DEEP FOUNDATION SYSTEM HAS BEEN PROPERLY EXECUTED IN ACCORD WITH THE DESIGN AND THAT ANY VARYING CONDITIONS ENCOUNTERED DURING CONSTRUCTION HAVE BEEN EVALUATED AND CORRECTED WHERE NECESSARY TO INSURE PROPER FOUNDATION PERFORMANCE 02210 STRUCTURAL FILL: ------------ ----------- -------- .. ,. FOUNDATIONS PLACED ON COMPACTED LIMEROCK STRUCTURAL FILL HAVE BEEN DESIGNED FOR A BEARING OF 2000 PSF. FILL TO BE COMPACTED TO 95 % OF IFF MAXIMUM DENSITY AS DETERMINED BY ASTM D-155Z PLACE FILL IN LAYERS OF 8" THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A GEOTECHNICAL INEZ JL$ F, T :TIE TESTED TO VERIFY COMPACTION. ', F-�10 ,. �" Q, _.. tY2350` Dt'I4E5''tJNDAiit�I S'i'z5`1'`EM5' ` ` — — — i INSTALL DEEP FOUNDATION UNITS OR�SYS'TEMS ONLY t)NDER THE DIRECT'' SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER. ANY INFORMATION PRESENTED ON THE DRAWINGS INDICATING DESIGN, PREDICTED, OR BASE BID: ROCK ELEVATIONS OR PILE TIP ELEVATIONS IS BASED ON INTERPRETATIONS CIF ; THE SOIL BORINGS AND IS TO BE USED ONLY TO DEFINE A BASE -BID QUANTITY OF WORK. IN -SITU ELEVATIONS SHALL ALWAYS BE ESTABLISHED BY THEr OWNER'S GEOTECHNICAL ENGINEER. PROVIDE LOAD TESTS IN ACCORD WITH STANDARD BUILDING CODE UNDER DIRECT OBSERVATION BY THE OWNER'S; GEOTECHNICAL ENGINEER. LOAD TEST REPORT SHALL VERIFY ASSUMED CAPACITIES OR FOUNDATION MAY BE SUBJECT TO REDESIGN. CONTRACTOR,; SHALL REVIEW THE GEOTECHNICAL ENGINEER'S REPORT AND FOLLOW ITS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE THE STRUCTURAL',, ENGINEER WITH THE SURVEYED LOCATION AND BATTER OF EACH PILE OiF' OTHER FOUNDATION UNIT, THE GEOTECHNICAL ENGINEERS WILL REPORT Ow THE CONFORMANCE OF THE INSTALLATION TO THE SPECIFICATIONS AND THE, CAPACITY BASED ON IN -SITU CONDITIONS ENCOUNTERED DURING TH&'- INSTALLATION. STRUCTURAL ENGINEER WILL. REVIEW THE REPORTS AND, Ali CONTRACTOR EXPENSE, WILL RECOMMEND REMEDIAL ACTION IF NECESSARY. CONTRACTOR SHALL NOT PROCEED WITH PILE CAPS OR SUPERSTRUCTURE WORK WITHOUT STRUCTURAL ENGINEER'S WRITTEN APPROVAL. 02371 AUGER CAST GROUT PILES: + CONFORM TO INSTALLATION AND WORKMANSHIP CR"OnFmtl GEOTECHNICAL REPORT. PROVIDE LOAD TEST TO CONFIRM DESIGN CAPACITY PRODUCTION PILES SHALL HAVE AT LEAST AS MUCH GROUT VOLUME AS THAT MEASURED IN THE TEST PILES. GROUT STRENGTH: F'C = 5500 PSI REINFORCING STEEL: FY = 60 KSI PROVIDE FULL TENSION SPLICES IN ALL REINFORCING, CONFORM TO APPLICABLE REQUIREMENTS OF "CONCRETE REINFORCEMENT" A "CAST -IN -PLACE CONCRETE." LOCATION TOLERANCE SHALL BE AS FOLLOWS: SINGLE PILE AND 2 PILE CAPS TRANSVERSE TO LINE OF PILES 2" INTERIOR PILES OF 5 PILE CAPS AND LARGER 6" ALL OTHERS 4' INHERE AS BUILT PILES ARE OUT OF POSITION BY MORE THAN THE TOLERANCE S� «OR REJECTED BY THE SUPERVISING GEOTECHNICAL ENGINEER. THE. K CONTRACTOR SHALL BEAR ALL: COSTS OF REVIEWING, CHECKING, AND "REDESIGNING THE PILE CAPS, FOR ADDITIONAL MATERIALS AND LABOR TO CONSTRUCT THE REVISED CAPS, AND FOR ANY ADDITIONAL PILES THAT ARE (REQUIRED TO SATISFY THE DESIGN CRITERIA. .'PILE REINFORCING TO BE: MPRESSION: 5 #5 VERTICAL F.L. #3 ROUND TIES U 16" TENSION. 4 #9 VERTICAL F.L. #3 ROUND TIES @ Will 4I3100 FORMWORI ¢CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 347R-80. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIE. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ''ENO aj,p0F,AA'DDFrIONALUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 FPSF CONSTRUCTION LOAD. SEE SPECIFICATIONS FOR ADDITIONAL UIREMENTS. D206 BUILDING CODES, TANDARD BUILDING CODE - 1988 'HAPTER 16B-33, FLORIDA ADMINISTRATIVE CODE RAME DESIGNED AS PER ASCE 7-88 EXPOSURE D (110 MPH) ✓AVE ACTION ADDED TO WIND ACITON_ASTER COASTAL TECHI REPORT DATED AUGUST 19925 '00500 STRUCTURAL LOADING: " ------------------------------------------ 'THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND/OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW ;UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL F"DIFFERENT LOADING CRITERIA. GRAVITY LOADING UNIFORM DIVE LOAD APARTMENTS 40 PSF PRIVATE BALCONIES 60 PSF t PUBLIC ASSEMBLY AREAS 100 PIP'+ GARAGES -,NO RESTRICTION A 250 PSIF THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALITY ENGINEER, AS DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, DIIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN THE PROJECT CONSTRUCTION DOCUMENT, STRUCTURAL FRAME INSPECTION' ----------------- ---- R TO EMPLOY A REGISTERED INSPECTOR TO PERFORM THE DUTIES RED BY THE STATE OF FLORIDA AND THE LOCAL BUILDING CODE. 02200 EARTHWORK: ---------------------------- CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/OR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BE COMPACTED TO 95 % OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. NO BACKFILL MATERIAL, SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE CONDITION ,WORK SHALL BE IN ACCORD WITH ACI 301-89, ACI 315-88, ACI 318-89, CRSI"MANUAL OF STANDARD PRACTICE" 1990, CRSI "PLACING REINFORCING BARS" 1981, WRI "MANUAL OF STANDARD PRACTICE", 1992. BARS SHALL CONFORM TO ASTM SPECIFICATION A615 Si GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED BAR MATS SHALL CONFORM o5 TO ASTM A495. SEE TYPICAL DETAILS FOR SPLICE REQUIREMENTS. TOTAL wls - STEEL AT LAP SPLICES SHALL NOT EXCEED 8%. THEREFORE, MEMBERS WITH REINFORCING RATIO NOT EXCEEDING 4% MAY HAVE ALL BARS LAPPED, 5.3% MAY HAVE 1/2 BARS LAPPED, AND 6.0% MAY HAVE 1/3 BARS LAPPED, ALL IN ACCORD WITH ACI 315-88. MECHANICAL CONNECTORS SHALL BE IN ACCORD WITH ACI 439-3R-83. WELDING SHALL BE IN ACCORD WITH AWS D1.4-92 AND ' 4'ERFORMED ONLY UNDER DIRECT SUPERVISION OF OWNER'S REPRESENTATIV I CONCRETE COVER REQUIRED AS FOLLOWS: I' CAST AGAINST AND EXPOSED TO EARTH 3" FORMED, EXPOSED TO EARTH qR THER #6 AND LARGER 42 #5 AND SMALLER SLABS AND WAILS - NO WEATHER EXPOSURE " 2 HOUR FIRE RATING AND LESS 3✓4 3 HOUR FIRE RATING AND MORE I" ` JOISTS - NO WEATHER EXPOSURE a. 1 HOUR FIRE RATING ;3/4" 2 HOUR FIRE RATING I" I 3 HOUR FIRE RATING AND MORE 1_1 4; COLUMNS AND BEAMS - TIES OR STIRR I-1 4 VERTICAL HORIZONTAL HOOKED BA VA BAR COMP TENSION•DEVELOPMENT BARS SpFC GENRE Rats" +v ,; "1 ,1 i 1 r, 1 1 1 i 1 0-10 I, . �� 1r g., } 1 1 a , c 6-8 1 3-6 7.4 11 o T` VERTICAL HORIZON BAR ° COMP TENSION TENSION SIZE #3 LAP 1-0 1-0 1-4 #4 1- 3 1-4 1-10 #5 #6 1-7 1-11 - 1-11 1k, 2- 9#7 2-3 2-63- 5#8 #9 2-64— 2-10 .' 4-1 5-9 # 10 3 2 - 5- 3 7-4 #11 3 6 ` 6-5 9-0 g �:at�n>.,mc.«•,,,"_.rEs.>Ez-:—,:ra=+,err�. wv - , ,now r,s.,aa.�aev+',:ar.^,r�asp �.. x HOOKED BAR DEVELOPMENT SPECL _ _UFNRI. 0-6 0-6 0-7 0-8 0-10 0-8 0-10 1-0 0-I1 1-2 1-1 1-4 1-2 1-6 1-4 1-8 1-6 1-I0 F'c=5000 PSI VERTICAL HORIZONTAL HOOKED BAR BAR COMP TENSION RA" TENSION DEVELOPMENT SPECL SIZE #3 LAP 1-0 1-0 BARS, 1-4 0-6 GENRL�" 0-6 #4 1-3 1-4 1-10 0-7 0-8 #6 1-11 1-11 2`9 " 0 LO 1-0 `'" #7 2- 3 2-3 3 2 0-11 1-4 #9 2-10 3-8 5- 2 1-2 1-6 4-8 6-111 "1-4 1-8 VERTICAL HORIZONTAL HOOKED BAR 3AR COMP TENSION TENSION DEVELOPMENT SPECSPECL (:).NRI. IIZF #3 LAP 1-0 BARS 1 0 BARS 1-4 0-6 0-6 #4 1-3 1 4 1-10 0-7 0-8 #!6 1-11 1 11° 2-9 0-10 1-0 #7 2-3. 2-3. ,' 3 2 ()-IT 1-2 X9 �I3�4 4-8 'g - ,,' d 2 1-6 J10 3- 2"' 4-,3`:= 6-0 3 4 1.8 Yll 3-6. - 4 i 6 = .';I-10b c 03300 CAST -IN - PLACE CONCRETE:'°""' -------- -- -------- -------- TO BE MIXED AND PI .%CFD IN ACCORDANCE WITH ACT 301-84. ALL REINFC CONCRETE TO HAVE `S DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL. ELEMENTS F'C = 4000 PSI UNLESS NOTED OTHERWISE SLAB ON GRADE: = 3000 PSI CONTINUOUS WALL. FOOTINGS: = 3000 PSI PILE CAPS & MATS - 6000 PSi? COLUMNS: "°"""" ` _ SEE COLUMN SCHEDULE FOR CO 03365 POST-TFF1'.1 DIED CONCRETE' ' ------------ CONCRETE STRLN<, i tt5 ,AT' TRANSFER OF PRE.STR.FSS FORCF.'i0 CONCRETE SHALLb; ii BE AT 3000 PSI THL LENDONS SHALL BE TENSIONED AS SOON AS POSSIBLE AFTER THIS STRENGTH IS REACHED, BUT THE TENDON MT IST BE TENSIONED NO LATER THAT 3 DAYS AFTER CONCRETE PLACEMENT' ALL REQUIREMENTS AND, RECOMMENDATIONS IN ACT -318-83 AND ACI-ASCE COMMITTEE 423, SHALL APPLY' TO THIS WORK. ALL. FORCES ARE SHOWN IN KIPS S 1000 LBS) C.G.S. - INDICATES; CENTER GRAVITY OP TENDONS. C.G.C. - INDICATES CENTER GRAVITY OF, CONCRETE. THE CONS, RUCTION JOINT LOCATION SHALL BE LOCATED FROM THE, CENTER LINE OF SUPPORT WHERE THE CGS OF THE TENDONS INTERSECT THE, I„ r: ' ET1; BEHIND ALL R,_. E.. TH ROI t,lu.Y VIBRATE THE CONCRETE F CGC OF THE CONC O TENDON ANCHOR PI.ATES. PROVIDE; BACK-UP REBARS BEHIND ALL ANCHOR; � t NS SHALL BF. IN, PLATES AT CONCRETE EDGES AS ..} � NI ED. SPACING OF i FNU. ACCORDANCE WITH ACI-ASCF I'OM1 UI F E6 423, PROVIDE C ONC RETIE COVER ON! REBARS AND TENDONS E NI F tiff DLFAILED OTHERWISE "I II1'S BEAMS - 2" TO PRIMARY STEEL SLABS - 3/4 : Hr_ I LNDONS SHALL BE PLA( 11) IN A PARABOLIC; PROFILE WITH HIGH POINTS A T HF I N(I' Oi SUPPORTS AND LOW POINTS AT THE;` CENTER OF SPAN. THE HIC,I: AND LOW POINTS ARE SHOWN ON PLAN AN DETAILED ON THE DRAWINGS ADEl AT f SUPPORT BARS AND CHAIRS SIIALL BE PROVIDED TO DEFINE TILE "i EN'DON PROFILE AND TENDONS SHALL BE t iRM LY TIED IN PLACE TO PREVENT DISPLA(I MENT BY CONSTRUCTION LOADS AND PLACING CONCRETE. THE PLACEMEN''. TOLERANCE OF TENDONS SHALL BE IN ACCORDANCE WITH ACI-ASCE 423. FAS s i NERS IN CONCRETE SLABS, REQUIRED'' FOR OTTTHR `TRADES SHALL BE CAST IN PLACE WHERE EVER FEASIBLE:'`` DRILLF I)-1N FASTENERS MAY BE USED ONLY WHERE TENDONS ARE LOCATE YS.' MAGNE"1ICALLY OR BY OTHER MEANS PRIOR TO DRILLING. POWDER -DRIVEN; FASTENERS WITH PFNE'FRATION OF 1/8" LESS THAN REQUIRED COVER WILL BE. PERMITTED. CHLOKIDF 1N CONCRETE SHA[ L NOT BE PERMITTED. TECHNICAL;; NOTES PROFILES AND FOR' I BASED ON . 2" DIAMETER STRANDS I WIRE i EFFECTIVE; S PRESS 1N PRESTRi SSING STEFI AFT ER LOSSES IS ASSUMED TO BE 17L KSI WHICH SHALL BE VERHIE.;I OR MOUIFTE.) BY CALCULATIONS INACCORI3 WITH ACI-AS( I 423 RECOMMrNDATION. YIELD STRENGTH OF PRESTRESSING) s- STEEL = 271) KSI. POST TF.N,SIONED FORCES SPECIFIED IN THE CONTRACT,, DRAWINGS ARE REQUIRED EFF H TIVE FORT ES AFTER APPROPRIATE LOSSES ARE ACCOUNTED FOR. CALCULATIONS SIJBTTLED MWITH THI POST -TENSIONING" MATERIAL SHOP DRAWINGS. SHALL INDICATE THE VALUE S FOR ALL LOSSES- APPROPRIATE TO THIS PROJECT FOR THE: MATERIAL PROPOS I I ) CERTIFIED TEST 7.7 DATA SUBSTANTIATING LOSS ASSUMM IONS SHALL ALSO P• SL'BMIIITF,D. ALL POST -TENSION ANCHORAGE TO Bt+' ENCAPSULATED I ti i, GENERAL TECNOLOGIES INC PAT'ENTEi I"E:4:HNIQUES THIS PROCEM-FIll MUST COMPLY WITH THE PTI RECOMMENDATIONS FOR TENDON/ANCHORAGE ENCAPSULATION - IUD hHVU L 4e+"".,+*>,'iamg"�wgst°""'.,,r;�vx'ttt+*,,x+yn�u, .e anx a� r..,u+ •. ,q,e' ,n wc'tua„rw«,mwmr+,ew- „ ---------------- OUTING IS CLASSIFIED AS "PRECISION GROUTING" FOR SUPPORT OF ERATING MACHINE BASES, EQUIPMENT SUBJECT TO THERMAL MOVEMENT, D BASE PLATES, BEARING PLATES, AND EXPANSION BEARINGS EXCEEDING 8" LEAST DIMENSION. ALL OTHER GROUTING MAY BE "ORDINARY GROUTING"- TALLIC AGGREGATE GROUT MAY BE USED ONLY IN INTERIOR APPLICATIONS IT EXPOSED TO VIEW IN FINISHED BUILDING AREAS. USE ORDINARY CEMENT ;OUT ONLY WHERE SPECIFICALLY NOTED AS "CEMENT GROUT" ON DETAILS. E NON -SHRINK GROUT FOR ALL OTHER LOCATIONS. PRECISION GROUT SHALL INFORM TO CRD-C621-80 WHEN MIXED TO FLUID CONSISTENCY OF 22 TO 25 X CONDS (FLOW CONE METHOD, CRD-C611-80). REQUIRED 28 DAY STRENGTHS :ALL BE AS FOLLOWS: CEMENT GROUT 1800 PSI NON -SHRINK GROUT 5000 PSf l- �14220 CONCRETE i NTT MASONRY. k ALL MASO "h y t:'C)N51'RUCTION TO BE IN ACCORDANCE. WITH "SPECIFICATION FOR CONC'RE [I MASONRY CONSTRUCTION", ACI 531.1-76 (REV 1983) AND ALL 1 APPLICABLE. D )CAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C 90, AND REINFORCED WITH #8 GAGE LADDER TYPE HORIZONTAL MASONRY REINFORCING 78 ,,LOCATED AT 16" O.C. ALL MASONRY TO BE LAID IN TYPE "S" MORTAR (1800 PSI - ON THE JOB) WITH FULL, HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME E BY EXTENDING HORIZONTAL JOINT REINFORCING A MINIMUM OF 4" INTO CONCRETE TIE -COLUMN. ..I� semi ' 04230 REINFORCED UNIT MASONRY:` t ALL REINFORCED MASONRI CONSTRUCTION SHALL BE IN ACCORD WITH k. F APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CASTAN-PLACE CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR IN'i'C: SUPPORTING CONCRETE MEMBERS A CLASS "C" LAP LENGTH PLUS 3" OR I I1 1-1. DEPTH PLUS A STANDARD HOOK, LAPS WITHIN REINFOi MASONRY , 4 SHAEi BE 48 BAR DIAMETERS_ CONTRACTOR SHALL COORDINATE. Pi ACING OF I (5F 6 DOMFIS TO ACCOMMODATE MODULE OF MASONRY UNITS. AT S ERTICAL )5 a 11" z: CELi 5 AND BEAMS WITH REINFORCING SHALL BE FILLED WITH CO a RSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH #8 COARSF. AGGRF", NTE, USE HIGH SLUMP (SUPERPLASTICIZED) WHERE HEIGHT OF I 1 I EXCEEDS 'A'N ERE HEIGHT OF OPEN CELL EXCEEDS 4', USE HIGH -LIFT GROU TING TECH'i NVI,ICH- REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS AND PLA( 1 NG r' THE GROUT IN MAXIMUM 4' LIFTS WITH A 30 TO 60 MINUTE DTIL,II' BETWEEN LIFTS. ALL EXTERIOR WALLS TO BE REINFORCED WITH #5448' O VERTICAL,; U.N.O. ON DRAWINGS --'- a , s f AL FRA DESIGN FABRICATION AND ERECTIONS'C6RM TO AISI "SPECIFICATION FOR THE DILSIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 1980, OR 1986 I'NC I I'DING COMMENTARY AND SUPPLEMENTARY INFORMATION. WELDING SILT .i, CONFORM TO AWS 'STRUCTURAL. WELDING CODE -SHEET STEEL" D1.3-81 AND PERFORMED ONLY TO WULDERS CERTIFIED UNDER D1.3. SELF -DRILLING a SCREWS SHALL BE EQUIbALLNI TO BUILDEX TEKS AND HAVE ALLOWABLE SERVICE LOAD CAPACITIES WITH 4:1 FACTOR OF, SAFETY FROM TEST DATA. 1 06190 WOOD TRUSSFS;x ----- --------------------- THIS IS A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN " ACCORD WITH ALL APPLICABLE STANDARDS OF TRUSS PLATE INSTITUTE, - INCLUDING, BUT NOT LIMITED TO TPI-78 "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES" AND "INTERIM GUIDELINES", CSP-78 I, "RECOMMENDED CODE OF STANDARD PRACTICE," HET-80 "HANDLING AND r ERECTING WOOD TRUSSES", BAI "BRACING WOOD TRUSSES", QCM-77 QUALITY CON TROL MANUAL AND THE DEPARTMENT OF PROFESSIONA L .-. REGULATIONS GUIDELINES. THE ENTIRE SYSTEM INCLUDING ALL TRUSSES - CONNECTORS BETWEEN TRUSSES, BRIDGING, TEMPORARY BRACING FOR ERECTION, ANCHORAGES, AND EMBEDMENTS SHALL BE DESIGNED BY A „ SPECIALTY ENGINEER. THE REVIEW OF ALL STRUCTURAL SUBMIT, AIS BY THE , STRi:( TT'RAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. AI WIPS4 COPY OF ALL STRUCTURAL SUBMITTAL WILL BE RETAIN FOR RECORD KEEPING9W11R�1 PURPOSES ONLY. TRUSS CALCULATIONS, COMPONENT DRAWINGS. CONNECTOR CALCULATIONS, AND ERECTION PLANS SHALL BE SIGNED AND SEALED BY TRUSS _r'c ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL. f DESIGN TRUSSES FOR LOADS SHOWN ON PLANS. IN THE ABSENCE OF LOADS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF BUILDING l MATERIALS FOR DEAD LOAD. USE PATTERNED AND PARTIAL SPAN LIVE. LOADS 1` WHERE REQUIRED TO PRODUCE MAXIMUM FORCE IN ANY TRUSS MEMBER. a: APPLY NET WIND UPLIFT ON ROOFS WHEN APPLICABLE. TRUSS TOP CHORDS SHALL BE GROUP H SPECIES LUMBER. EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT STRUCTURAL GRADE.. ALL OTHER GRADE AND SPECIES SELECTION IS T THE DISCRETION OF THE SUPPLIER. COORDINATE ALL TRUSS DETAILS WITH« ARCHITECTURAL DRAWINGS. FOR CONCEALED TO VIEW TRUSSES, WEB IR IRIE�� CONFIGURATIONS WHERE SHOWN ARE SUGGESTIONS AND MAY BE MODIFIED BY - THE SUPPLIER FOR ECONOMY. PROVIDE 60 DUROMETI R 1/4" THICK NEOPRENE PALS BETWEEN TRUSSES AND CONCRETE OR MASONRY BEARING SURFACES. q PROVIDE G90 GALVANIZED HURRICANE ANCHORS DI SIGNED FOR NET WIND UPLIFT AT ALL BEARINGS. P A R T N 1, ;. 4914 SA" a INC� 9WIN zp> k� a s an�if����u■�RlNfR/�Oi�ffftiRRRf 4 .gg���uii■■ppy k 6 M N. w lam. v t.7 ' Yf IM IM p ry C N "+i l�yj 4 5 £at l 14 kk Iku 1'-9" 4'-6" COL & P.C. \. ! 110#6 s 2'-3" f 2'-3" OF COL. & P.C. 2 PILE CAP (DEPTH = 3211) 1 -9 4-6 -- . *.. - -- *----4 -6 f -9 I of I 7� O "1 -- --fL--OF COL & P.C. 13#10 /tia:, OF COL. & P.C. 6 PILE CAP (DEPTH = 42") 4 6 I I rp �= 13#10' I t - - i + -- J---9F-COL. & P.C. 4 6„ j 2,_3„ 2 - 1 -' -1 --- t ---+ OF COL. & P.C. 7 PILE CAP (DEPTH = 42") t 9, 3„ -Z OF COL. & P.C. 1'-9„, 4'-6" 1'-9", -sl_ 00 _OF -COL. & P.C. $#10 OF COL. & P.C. - - - — ---- -- OF COL, j ! \ ! \ M 12#10 ' - 2'-3"', 2'-3" : OF COL. & P.C. -— STD. 90a HOOK REQ'D. TYP. — OF COL. & P.C. 3 PILE CAP (DEPTH = 3611) 4 PILE CAP (DEPTH = 34") 5 PILE CAP (DEPTH = 38") J 4 OF P.C. 1'-9' j 4'-6" 4'-6' 1'-9", b 15#9 T 22 ' Y-0 5/8" — — * 28 o - — +_ - - - J -OF COL. & P.C, �* 39 17#10 B.O.L. 33 I o l I 1#10 B *—"-- — —_-' (•SAND 3)OPPOSITE HAND) 6 PILE CAP SPECIAL "A" (DEPTH = 42") v OF P.C. 1'-9" 4'-6" 4'-6" 1'-9" j 7'-0" z»� 1#10 B'—k 149 T m: o; I v ---- --M 'n 3$ . ,-- - ----�---- - - -�F P.C. (� AND C3� OPPOSITE HAND) .-� 6 PILE CAP SPECIAL "B" (DEPTH = 46") i OF S.W. & P.C. i � j SHEARWALL I ! .a { i t' t 9g t r :s p rr x V j ..,1-.t II f t lj I 1 t 1 � it li ! 1 I f tl �< TYPICAL SHEARWALL PILE CAP ELEVATION 10 45'-4" -3 4'-6" 4'-6" 4'-6" 6'- 11 6'- 1i" 4'-6" 4'-6" " 2'-3" -- - -- ---- �_..- --- -- — - -- -- a ; t o 17'-0' 17 0'1 j ) j'.,° b _ •r •- (SHEARWALL A h' t L \ f c>4,0 \yI 28#10 B (,O,L.) 32 PILE CAP SPECIAL (DEPTH = 66„ � OF S.W. & I P.C. (ALL PILES ARE TENSION PILES) OF P.C. 1'-9 4'-6 4'-611 sir--------.-._;�__-------r —*- rn j m (3 �o 27 15 1 OF P.C. 17# 10: B.O.L. 4'-9 1/4" ( 32 AND 34 OPPOSITE HAND) 6 PILE CAP SPECIAL "C (DEPTH = 46") "� A c. z — I° —�. Y: A . �v—•�,...�.. Y T t" b �I I i ill, ti L I h h � t t r Y N 5„ I � I - .. i _ I Kam( i" E> 37 4„ 2'-3" 4'-6" 4`-6'' „ 4'-fi,. 2'-11 2'-11 4'-6 4'-6" 4 -6 a 2'-3 I ' �t j I /12 ap¢ap'A 5a #1 .j- 0 T-' - -- ---1 21-0" 12 0 r v i s:.- -OF-- ` C. ISHEARWALLI "B° 24#M8 (O.L.) j , M �.�. �✓ �� vVI w �.+, v vf.." OF S.W, & P.C. to -I. vA wn Imn F. Z W ji 24 PILE CAP SPECIAL (DEPTH = 66") RIVA , KLEIN &( rt I J� IP A RT N£R Sl ,. (ALL PILES ARE TENSION PILES) Structural Enpina�n ' apu s.w. z Awnw I _ ` YlamG Flrlda MISS I Phone (3051 661 -9310 '—,, ilm", SEE WALL FOOTINI FOR REINF. ( 4/S2 r F 95 % COMPACTION —_ B� U WALL FOOTING DETAIL OUTSIDE CORNER BAR LAP 2'-0" i m", i a h � ••SCHEDULE REMARK ®Y { i • k — X — X — —_ F7 7'-O"X7'-0"xt'=4" 7#6 E.W. F9 9'-0"x9'-0"x2'-O" 8#7 E.W. Ft0.5 10'-6"x10'-6,1 '-0" 10#7 E.W. -- F 12#7 E.W. k PREAD FOOTING SCHEDULE ff'^; f LR' �y�ir�'uik I � f r �}� 5 � ? � xai.YY.•k �'� n L nt�.Ml t a +p, " y31',y; , ` 5 CONT. sx '� �G�ki}ajRl y' µ r ' (" X. � 15t 1 Xd�'4i• ry ITV � I. Y I� IC�,,„ y^ `ffi k'n�� 41u�tl�M M4 NG a�+^x� vP4i t^ zr ;,,� t,'�„�r�, a �,1 ,,; a �,� �k r k ,fi a 'a•Yga° T7r ,.c�v �� r �.=,� b�?�f �`' 1�p1 h,1�, xY , l «r ll �Il 51.Yv!'ht+.�� IA iJ I "tyyyy:.`uYx"n..a 1-..:�* � �t,.iy nr t'?: .A4-n' T'sl, 's •, Y! �,i',-th `7s' -s , ,=Gk' �r ill k I r• n :,) -.,...� L FOOTINGS INTERSECTIONS JS �shR,�.+.", 3i vj.'3'tJr a .� f '.,, h .rt w 1, t : 1 dad rv0 ^ v . p . S'. ... ,..L-A V1n `1 -.. PLASTIC CONTROL PLASTIC CONTROL TONGUE & JOINT FORMER JOINT FORMER � � r GROOVE METAL METAL FORM z I ` cJi �y `•3 U �° 7, � � 8 � gam° � cy, o I [p`gVQ NO REINF. VAPOR BARRIER VAPOR BARRIER THRU JOINT CONTROL JOINT CONSTRUCTION JOINT notes: notes: 1 - PROVIDE CONTROL JOINT AT ALL COLUMNS 1 - CONSTRUCTION JOINT TO LIMIT PLACEMENT AND OR 25'-0" O.C. USE PREMOLDED STRIPS AREA TO 1000 FT SUCCESSIVE SLAB PLACE- MENTS TO BE IN CHECK -BOARD PATTERN 2 - CONSTRUCTION JOINT MAY REPLACE ALLOW 2 DAYS MIN. BETWEEN PLACEMENTS CONTROL JOINT OF ALTERNATE SECTION s3 - SAW OUT JO MAY BE USED WITH 2 - PROVIDE 6x6 W1,4xW1.4 W.W.F. AT ALL ENGINEERS EN APPROVAL EXTERIOR SLAB ON GRADES (U.N.O.) N y _ SLAB ON GRADE DETAILS I COLUMN ULE FOR REINF.. AND SPLICE HT. ��B ON GRADE 12" E.W. y Jfr v tro+^1 u4vi h ti33x {qt,,,,77 4 . , Y, r B r . �u.:'iv.+nu.i4£-Vuun'A.dnd{•i��.r�w. a u.x:.:.:dmuLr..Lo.x 'tali" "V6nA4nFMa a�A. �.... ...... TALL REIN NY RE: PLA CATION J 0 1 N T o W ✓ e. z Q X�dyQd L' nY FYff i 4^a: P" �..i'�.. Ad .y 3_£r: .ryiw.-y�i.urw• 95 %COMP !ON °D Mom OR WALL FOOTING l r r � '1 Ma A a,,, @a # • eit d" DS 1' • •CORNER i 55 M a hyYy}"Pi �i 5 �1iNx• • • d r d © • • N 4an • • • '�V .. Yai r7 Y x C • C 0 O "ti notes: 1 - LANES SHALL BE CAST IN METHOD INDICATED. max. 2 - LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT C,L. COLUMNS AND SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. 3 - IN AREAS WHERE COLUMNS DO NOT OCCUR PROVIDE CONSTRUCTION AND / OR CONTROL JOINTS AS SHOWN. 4 - ALLOW 48 HOURS BETWEEN ADJACENT LANE PLACEMENT. t�METHOD OF POURING ON SLAB ON GRADE SLAB ON GRADI AS PLAN I (MIN.) TYPICAL TURNED DOWN SLAB SLAB -ON -GRADE y--.#.33 NOSHING _ ii`7 A•R. _ TYP RE: ARCH. RE: #3012" O.C. E.W. EXTEND 2'0' INTO SLAB TOP & BOTT. it I 2'-0" (TYP.) Ir note: 1— COORDINATE ELEVATIONS, RISER & TREAD. DIMENSIONS WITH ARCHITECTURAL DRAWINGS. STAIRS ON SLAB _ON B' C.M.U. V#" W/ VERT. REINF. AS PLAN ISOLATION JOINT W 0 if% o— �� z w x 0 W � io I i, it 5S fJ� SEE PLAN FOR FOOTING SIZE& REINF. a 95 % COMPACTION B l WALL FOOTING DETAIL R I VA Z a Y RiVA , KLEIN B IP A R T N E R S. Shucturcl Eng1noare 4914 S.W. 72 Av Warn], ➢orl9a 33155 phone (305) 661-0310 3�y�9">"A Msr.d y�pg,jaw fir ., R s n ;7 F ��>•� Ism 1�0 1H 3'-0" CONCRETE STAIR AT SLAB ON GRADE SLAB ON GRADE AS PLAN W.W.M. -- .................. "2T" SLAB ON GRADE DEPRESSION GRADE BEAM SCHEDULE MARK SIZE REINF. STIRRUPS REMARKS w D TOP BOT. GB-1 16 16 3#7 3#7 #3 0 6" GB-2 12 12 2#6 2#6 #3 0 109 - GRADE BEAM SCHEDULE CONCRETE SLAB SEE PLAN I" ISOLATION J0 8" CMU WALL 2#5 #4036" D.C. JOINTS AT COLUMNS AND PIERS (for slab on grade) CONCRETE SLAB 0 1ST FLOOR L4x4x5/16xl'4" w/(2) 5/8"0 EPDXY ANCHOR. PLACE ANGLES 0 4-0"o/c GAGE LADDER TYPE HZ. JOINT REINF. 0 16" D.C. (1-0�_BRE�AKAWAYWALLSEC�TION � 1/2" EXP JOINT TYP 4" CONC SLAB AS PLAN 30" LAP 2 #5 CONT 5 TOP CONT t4 2 4 KEYWAY BOTT CONT #401211 T&B TRANS 2' SECTION 14 TYPICAL ELEVATOR PIT WALL DETAIL 8" CMU WALL #4@12"o/c E.W. STAGGER HORIZ BARS SEE ARCH 111111--, DRAWINGS FOR FINAL GRADE AND SLOPE DOWEL TO MATCH WALL REINF. AS PLAN SLAB REINF NOT SHOWN FOR CLARITY #4 @ 16"o/c I EDGES -,' -LragM _n 6x6—W1.4xWI.4 WWM I Jc\—COMPACT SAND AND CRUSHED LIME ROCK UNDER RAMP TO 95% DENSITY MIN ZVI 5 #4 TOP CONT 5 #5 BOTT CONT #4012" T&B TRANS NOTES 1, BACKFILL BOTH SIDES OF WALL AT SAME TIME NO EXCEPTION. (,—Nt RAMP RETAINING WALL 7 I z n 0 14 0 12" E.W. 2#5 CONT. cr :4.dz #4 DOWELS 0 12" D.C. SUMP PIT AS PLAN W/ STD. 90 deg. HOOKS 2L SEE MECH. - 511 CL 0 ell- D uj uj In In eel AS PLAN III TYPICAL SECTION AT ELEVATOR SUMP PIT 8"x8" CAR W1 2#4 COI #3012" E.W. BLOCK WALL FTG BEYOND #4032" O.C, IN CONC. FILLED CELLS TYP, 6#3 ------- — ------ - — — — — — — — — — — — — — STEPS SECTION v— 1'4" #4014�'o/c VERT STAIRS VARY ✓SEE ARCH DW GS 14012"o/c HORIZ Sca 3" CLR I SEE ARCH DINGS FOR GRADE ELEV - — — — — 10,01, — — — — — — — #4014" 2x4 KEY Y ry Ti -F jZ) avi 1 5 #5 TOP SECTION (sw ind 1 K I VA i Z A,W W - j omtum, _g"i 1 y Imt RIVA KLEIN & n o.. PARTNER S I Str..tu l Enqfner I 4914 S.W. 72 A~m 1 WOM4 FlOrMa 33155 1 pha (m) 661-0310 acm.�. 6 rA ..,Ta...w.r; .,�..;- . 3^.�,i'. '• .?.eF>.. .". •' £9 ....r .: 1 � �w..e.%. .�'-0 r :'.d..,}ke"5 �Nr••'�! ':' e ,.'�.-:. .. . '... .. , ..'-' >r. A-.�.t.. ✓ .`Fu Yx`.e � ,♦ : il'r �° � ,t:tr$ NE a T .'. �. {. . , . ,,• , . ♦-.,. . i.�... .v:-_.S,cN� r._3v � zF,'s.i' w %a..rvz.._n',.., ."'..av�tc.L.. E53,i'A.....{q}::`.:..:, ,. .r,,,'- , MPL ^.. d. m .. �m ".. ,. Fr z 4,kwis4. �,.,n. �_aiaacAmc.au��Ys �Jjjmr,77777777, . ^ _ 1 f�; a.inv. 1 Y f ..vrl u. k' i 4 { A, v M >y Z v . t I ' i c F✓ g �y' p� h u" uu- 14 ✓vru F �"'•b,�i �'a`09Y-A:T�wWf$r Sv�a� yrn`WP?n'Ni xt .. l'.. nil. :..... _.. I its 0 11212 Y �Za�t r xJ - m S�. � I 1� I t `x' ) fC-h .?, ob* v x� x �aB n 8t in; lo ob notes: 1 — JOINTS SHALL BE LOCATED WITHIN MIDDLE 1/3 OF SPAN.' # (ci TYPICAL SLAB CONSTRUCTION JOINT TYPICAL BEARING SLAB EDGE SECTION Ail �. .7L.,ys s �yf '•w>8mn �e ' G. NOOK AT ALL t � x �aJ Y t F Openings & SCE 4'0" LONG i ALL SIDES . note: OPENING SHALL NOT INTERRUPT CORE STEEL. SHEARWALL OPENING DETAIL �w4( NN l 3 h 7 p;^tiV a r t DIAGRAM li"', tlA4 'iA it Y—' y SCHEDULE . - REMARKS RE -, t #4012" U.O.N. -- .. - .Z, }, SEE ARCH. 3#10 TOP & BOTT_ "p _ s t 4#5_MIOHT. CLOSED STIRRUPS ,- i a 10" O.C. R1 VA Z W � a n i jx at .L � UPTURNED GARAGE BEAM jPtA s j s _ no: 1 _K1, Str ..a•F• ! v is :. MEN 7-7-7711;/17 nI o NE ON on' o NE on BUILDING EL�YATIONKEYNOTES; 1. 2 X 8 FASCIA BOARD AND 1 k 2 FASCIA TRIM. 2. 516 STUCCO FINISH (PROVIDE CONTROL JOINTS AS REQUIRED). 3. PREFINISHED'ALUMINUM LOUVERED VENT WITH BUG SCREEN, AS SHOWN. 4. 516 ;BUILD -OUT WITH STUCCO FINISH, WHERE SHOWN. 5. PRE -FINISHED ALUMINUM:"BATTEN-SEAM'l ROOFING. 6. PREFINISHfb ALUMINUM RAILINGS HiZr(;,4 'Mai K Pit Il�Dlt t��. 7. STUCCO WALL CAP. 8. BALCONY EXTENSION WITH STUCCO FINISH. 9. 10'-8" LONG PRECAST U-LINTEL LOCATE OVER DOOR. REINFORCE PER STRUCTURAL 'ENGINEER (`I*HISI DOOR ONL I. 10. FUTURE DOOR LOCATION.- PROVIDE PRECAST LINTEL AT HEAD LOCATION. II hfiit C; veK17RA\VIt-G6 FOR lCoRAPe REC�JIR M+fNr.. 12 hGE SN g D-1 d 0-t For- 4A A.*.LA,pEtKt NiG, RAMPS. 4 FZA 1WIN44. c� t_ �I r I ii P, \ 1 ✓,C� ,I�., ..J`y�l NORTH t3UILUINCa tLtV I IUNnilwllj' IIIIIIIIII�IIIII III IIIIIIIIII�IIIIIIIIIII�Ii IIIIIIIIIIIIIIIIIIIIIII� Ill Illllillllllililll Illlllllilll�lllllllllllllllllllllll f�lllllllllAf I � (IIIII�III �IIII�IIII IIIIIIIIIIIIIIIIIIIII'lll I I '� �� �Ip � �' xi a� stiI °"BSI I I I-Q11 If o '-� 4)17, I I 5 I �7 oi 77 A5 . 2'. I 4 2 0 E p.N• I 2; I 'I IF Fl 0 INN. 11. SHOWER 12. SHOWER SPRAY CURTAINHEAD. ROD (PROVIDE SHOWER CURTAIN ANU MUUAb)- 13. CERAMIC S AP DISH ITO MATCH WALL TILE). 14. 2'-0" LONG TOWEL BAR. a Auff' WATT TILE 16. 4" H. :SHOWER CURB I PROVIDE SHOWER PAN UNDER FLOOR TILE) 17. WATER[CLOSET. 18. 4'-0-W. X 3'-0" H MIRROR WITH SEALED EDGES. 19. PLASTIC -LAMINATE BASE CABINET WITH ONE ADJUSTABLE SHELF, AS 20. SHOWN. COUNTER -TOP LAVATORY. 21. 4" H.IPLASTIC-LAMINATED BACKSPLASH AND ADSPLASH. 22. 3" PLASTIC -LAMINATED TOE SPACE. 23. PLASTIC-IAMINATED PANTRY. I H 1.0 A 24. SOFFIT. 25. PLASTIC- INATE UPPER CABINETS WITH TWO ADJUSTABLE SHELVES, AS SHOWN. 26. REFRIGERATOR. 27. RANGE HOOD. 27 28. 4" H.OLASTIC-LAMINATED BACKSPLASH. 29. RANGE/STOVE. 30. PLASTIC -LAMINATE BASE CABINET WITH ONE ADJUSTABLE SHELF, SHOWN; 31. COUNTVR-MOUNTED DOUBLE COMPARTMENT SINK. 32. DISHWASHER. I II 1 Su arc t. ............. ............. �9 F . . . . . . . . . . . . . . . . . ...... V yll .......... 0 PF [I AL C) 0 T� N N \ L L— O 04 0 c cN P)-o O 0 O W 0 N ■■■■R+W 4111 mmarV 161c ■■■t 3■1 ■ir- ■n rP. r®1 >i■1 ■+ MITI IIrWII9®II■I11 ■■■■■■1 ■■M .m- ■1 oil! %, ■■■a _ MEOW. ■■■� ■\► °CAI■r�`�I _a11 t■\— u�i�l '�■I J■■\ a lb, ■► �i\ G ■■MIN d►' Olson v ■f 'IRE. AW IM ■■■b1 a ■■■■■■■■I ■■■■■■■■I ■■■■■■■■N ■■■■■■■■I ♦ I �SC y1� SCALE: � k �ii �tah.y YbVi�+.�9r. �w+.. vp, .., ., Yo;•; *tt•«...... 5it kxFr���k3 �{ . i w.. .a.. +.>i. a ..u. .w.. . :. � .... � _.. z .. ..e: ,. a .. ..... ,.....P;�w,... WALL SECTION/DETAIL KEYNOTES: 1. CONCRETE SLAB WITH THICKENED EDGE (PER STRUCTURAL ENGINEER) ON CLEAN, COMPACTED AND TREATED FILL. 2. ISOLATION JOINT. 3. COLUMN, BEYOND. 4. PREFINISHED ALUMINUM PERFORATED SOFFIT. 5. 2 X 8 FASCIA BOARD. 6. 1 X 2 FASCIA TRIM. 7. PREFINISHED ALUMINUM DRIP FLASHING. 8. PREFINISHED ALUMINUM "BATTEN -SEAM" ROOFING ON BUILDING FELT ON 5/8" CDX PLYWOOD SHEATHING. 9. 2 X 4 FRAMING @ 2'-0" O.C. (TYP.). 10. 2 X 4 RAFTERS @ 2'-0" O.C. 11. CONTINUOUS P.T. 2 X 4 NAILER. 12. PREFINISHED ALUMINUM "PITCH -BREAK" FLASHING, TO MATCH ROOFING. 13. P.T. 2 X 8. 14. PREFINISHED ALUMINUM RAILING. 15. 8 X 8 X 16 CMU WITH HORIZONTAL JOINT REINFORCING @ 16" O.C. VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR FILLED CELL INFORMATION. 16. CONTINUOUS CONCRETE TIE BEAM. REFER TO THE STRUCTURAL DRAWINGS. 17. HURRICANE STRAP AT EACH RAFTER/TRUSS. 18. 2 X 8 RAFTERS @ 2'-0" O.C. 19. 516" STUCCO ON PAPER -BACKED METAL LATH ON 1/2" EXTERIOR GYPSUM BOARD. 20. DOUBLE 2 X 12 BEAM WITH 1/2" PLYWOOD SPACER. 21. CONCRETE BEAM PER STRUCTURAL ENGINEER. 22. CONCRETE CANTILEVERED FLOOR SLAB PER STRUCTURAL ENGINEER. 23. 516" STUCCO BUILD -OUT. 24. PRECAST U-LINTEL REINFORCED PER STRUCTURAL ENGINEER, WITH 8" BEARING EACH SIDE OF OPENING. 25. 516" STUCCO FINISH. 26. FLOOR FINISH PER INTERIOR DESIGNER. 27. CONCRETE FLOOR SLAB WITH THICKENED EDGE (PER STRUCTURAL ENGINEER) ON 4 MIL VAPOR BARRIER ON CLEAN, COMPACTED AND TREATED FILL. 28. PAINTED PIPE HANDRAIL, BEYOND. 29. STAIRS, BEYOND. 30. FLOOR DRAIN AND PIPE. 31. 1/2" DRYWALL WITH "KNOCK -DOWN" FINISH ON 7/8" METAL HAT CHANNELS @ 16" O.C. ON 1 1/2" C-CHANNELS @ 16" O.C. SUSPENDED FROM SLAB ABOVE. 32. PRECAST CONCRETE BEAMS PER STRUCTURAL ENGINEER. 33. CONCRETE FLOOR SLAB PER STRUCTURAL ENGINEER. 34. LIQUID -APPLIED WATERPROOFING. 35. SLOPE TOP OF SLAB TO FLOOR DRAIN. 36. 2 X 6 STUDS @ 2'-0" O.C. 37. 1/2" DRYWALL WITH "KNOCK -DOWN" FINISH. 38. 6" R-19 BLANKET INSULATION. 39. P.T. 2 X 4 NAILER. 40. PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. 41. DOUBLE 2 X 10 BEAM WITH 1/2" PLYWOOD SPACER. 42. PRE-ENGINEERED WOOD GABLE -END TRUSS. 43. 2 X 4 LOOK -OUTS @ 2'-0" O.C. 44. SLOPE TOP OF CONCRETE FOR DRAINAGE. 45. CONCRETE BEAM WITH INTEGRAL 8" BALCONY EXTENSION (SEE THE "BUILDING ELEVATIONS") PER STRUCTURAL ENGINEER. 46. STUCCO CORNER BEAD. 47. CONTINUOUS DRIP GROOVE. 48. DRYWALL CORNER BEAD. 49. 4 X 8 X 16 CMU. 50. 1/2" DRYWALL ON 3 MIL. VAPOR BARRIER ON P.T. 1 X 2 FURRING WITH 3/4" RIGID INSULATION. 51. WALL BASE PER INTERIOR DESIGNER. 52. ADDITIONAL 5/8" BUILD -OUT AROUND PERIMETER OF FIRST FLOOR. 53. SECOND POUR OF CONCRETE, WHERE SHOWN, FOR POSSIBILITY OF FUTURE BALCONY. SECOND POUR NEEDS TO BE ABLE TO BE CHIPPED AWAY AT A LATER DATE WITHOUT DAMAGING FIRST POUR. 54. CONTINUOUS CONCRETE FOOTING. REFER TO THE STRUCTURAL DRAWINGS. 55. HURRICANE CLIP (TYPICAL). 56. CONCRETE FLOOR SLAB (PER STRUCTURAL ENGINEER) ON 4 MIL. VAPOR BARRIER ON CLEAN, COMPACTED AND TREATED FILL. 57. CONTINUOUS ISOLATION JOINT. A DETAIL _ A5 SCALE: - 1 1/20:1'-0" 15 L eo'l ?cal' OF a & I bu 1307TO H $1 O u Toy of 9 WALL SECTION SCALE: 3/4":1'-0" e)II ae,s 13�Qi2j�JC41 LIuG HT. 00" ,k HEAP HT. 0„ 10 F, �l O II fioH of Go�1G. I T012 or 6m" 0" POW HEAP HT 0 VOW "ILL Hi O uM FF ■■■■■■■■■■■■■ MEN ■M■■M■■M■m■M■■MM Nor ■■' M■► 1IIM■\\■S "I■M■■1`M■ I►1■E■■II■■ ■■r, am Oa\ ■■.ih. ■■■SOON■■t■E■■■■ 'IV, ifIME AL ..A..s�_ 'ism Ism m■memo ■■ 0■■000t■■sO j� Ln N N nil CD OW � Q _�� 0 nN1 } W (D O c ■■ ■ a� EE ■■ ■■ ■■ O■ ■S ■■ ■■ M■ ME ■■ sE ■■■■■■■■■■■■■■■■ ■MMM■■Mtst■nooE■ ■■E■■■■■■■NNt■■■ ■■■■■■MM■■■■E■■■ ■■■momm■■■■nEmommommomomm ■■■■ momommummommmum Eom■■mm■■■o■■■■■ ■■■■■■■■■■■■■Ent MMM■■■N■MMMMM■■ ■■ommanunonNm■■■ ■■MM■■■MMMENEE■■ MNE■■■■E■■m■o■■E m■■■■■■mE■MSEEMS So■■■mm■om■m■m■■ ■E■■nm■■■■so■■■■ ■■■NMM■■■■ MEN M■■ ■■■■Em■■■mom■■■■ s■■m■m■■s0■■■O■■ MMONEEEEE■■■■■E IIIIIIIIIIIII No on on s■■mumms■m■■■■St NONE .■pqm■MEN ■ .■ ■■■I ■■■\ ■■■■bsidsII■■EEmmm .. 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MEMO ■■■■\ SEE!-�.r■o!r■E�=E moms mmw Noun NEE■ EN■S, ■■■■rI._ MEOW ■■■L -"ammE�MMEE _ WOMEN= .■■cE■=.n -ism .. �_ 'Ems ow EEr■ ■-.a'4s 10,1■00mo!to ML No ME so ..i►- .mom■■;■ v SEE■■■=■ ■■■g ■l■s Iff Er■�� SEES■\�_ ■tN■■■■O►■■■■ '%mmom EMEE■■E mmo■■a0 E■■m ■ ■ m■mmmm■mam mom ET■ MM■MMMEMEENN■mtN ME MMME■MMMMmmMMMN■ ■■ollmunuoon■■N■■ ■■■M■■■■M■■■■■■N ■M■MMM■■m■■■MOMM ■■m■mm■■■■■■ENE■ ■■mmsnm■■M■munmE M■NN■■■■■■MESS■■ ■■Mm■M■■■MMMMM■■ M■■M■M■M■■M■M■■■ M■■M■M■M■ENNNM■■ m■■m■■m■■■M■M■■■ ■o■■■■■o■■■■■oss �� ■EMMMM■M■M■■M m=m■mtnnlmoE ■■@IOi10mRazICIV ( RE■ mtFJOOC"i�EE©vSEE■E ■■M■■■M■■M■■■M■■ t■nn�■ran■©©sro■E E■MmmMM■■EEESM■M MM■■■■MMmE■■■m■ ■momacu■n - mom■■■ ■E■■■O■■■■Emmons mo■morl■r: m■■m■E M■■E■'AS WUNNOM■N ■■m■■■■ss■■mt■■ A HEAD, JAMB(sim.) A6 DOOR DETAILS TYP. SCALE: 3":V-0" B JAMB A6 C SILL A6 M+ k WINDOW SCHEDULE0 MARK TYPE SIZE DETAILS REMARKS W H H J I S A I ttIc1l t)V' jAto 1�lA6 64& AWHIUUM �-I2AM�- 6, Ott We sIM, A/A"A" P/A6, A►UH. Hol2ziu ITal, II it it It ,t 11 U b Z p II it II 11 It It II rKo r- n u n n It) It u (� OII (O J ,, g.l� (O G/ Q1A�0 Imo. �I C l.lAd, II II 2 sL411 31'b" " II 046 ALUM. HOf?ISOI..ITAL �,LII2I0Lr Grp Q 11 I I 11 11 11 11 11 11 7 4[ o" if 11 II II 11II II ►C 2 Z'' % II 11 11 „ I I 11 11 11 �- ELEv. NOLLn\V- Hr,TAL FIQAM� i K JAMB A 6 � r a I �OT�= '✓tE SHEET 4 FOlZ lJoo� � F'C G4E T IV//�LDa 1V '1'y -l4 4 WINDOW/DOOR DETAIL KEYNOTES: 1. 8 X 8 X 16 CMU WITH HORIZONTAL JOINT REINFORCING @ 16" O.C. 18. PREFINISHED ALUMINUM HORIZONTAL SLIDING WINDOW. VERTICALLY. FILL CELLS PER STRUCTURAL ENGINEER. 8" 19. 20. 8 X 4 X 16 CMU. h180 STUCCO BUILD -OUT AT FIRST FLOOR WINDOWS ONLY. EXTEND 2. PRECAST U-LINTEL REINFORCED PER STRUCTURAL ENGINEER, WITH 8 16 ALUMINUM WINDOW JAMB EXTENSION IN THIS CASE. BEARING EACH SIDE OF OPENING (AT HEAD LOCATION). 8 X X CMU (AT JAMB LOCATION). 21. 22. 1/2" DRYWALL. DROP SLAB PER STRUCTURAL ENGINEER. 3. SHIM, AS REQUIRED. 23. SLOPE TOP OF EXTERIOR SLAB FOR DRAINAGE. 4. CAULKING, EACH SIDE. 24. LIQUID -APPLIED WATERPROOFING. 5. UCCO CORNER BEAD. STU. 25. REFER TO THE "DOOR SCHEDULE" FOR DOOR TYPE. 7. STSTUCCO FINISH. 9/$" X 8" CONTINUOUS STUCCO BUILD -OUT AT HEAD & JAMBS OF 26. PREFINISHED ALUMINUM COMBINATION DOOR/WINDOW FRAME. WINDOW "B & G" AND DOOR "17". REFER TO THE "BUILDING 27. CONTINUOUS WEATHERSTRIPPING. 28. HANDICAP ACCESSIBLE DOOR THRESHOLD WITH NEOPRENE SEAL. 8. ELEVATIONS". 1/2" DRYWALL ON 3 MIL. VAPOR BARRIER ON P.T. 1 X 2 FURRING 29. PREFINISHED ALUMINUM SLIDING GLASS DOOR. 30. SET SILL IN NON -SHRINK GROUT AS REQUIRED BY SLIDING GLASS DOOR WITH 3/4" RIGID INSULATION. MANUFACTURER. �1.9. DRYWALL CORNER BEAD. PREFIN SHED FRAME (SHOWN), OR 31. FILL WITH GROUT AS RECOMMENDED BY THE SLIDING GLASS DOOR 10. FIXED WINDOW WITH .ALUMINUM PREFINISHED ALUMINUM HORIZ0NT AL SLIDING WINDOW. REFER TO THE 32. MANUFACTURER. STUCCO ON PAPER -BACKED METAL LATH ON 1/2" EXTERIOR GYPSUM "WINDOW ELEVATIONS & SCHEDUL S". OA B OA 11. FIXED WINDOW WITH PREFINISHED ALUMINUM FRAME. 33. 1R/D R-11 BLANKET INSULATION. 12. CONCRETE COLUMN PER STRUCTURAL ENGINEER. 34. 2 X 6 HEADER. 13. APPLY BUILDING FELT BETWEEN DRYWALL AND CONCRETE OR CMU WHERE 35. 2 X 4 WALL STUDS. IN DIRECT CONTACT. 36. 2 X 4 NAILER. 14. CONCRETE FLOOR SLAB PER STRUCTURAL ENGINEER. 37. CONTINUOUS CONCRETE TIE BEAM. REFER TO THE STRUCTURAL 15. PREFINISHED ALUMINUM JAMB EXTENSION. 16. FLOOR FINISH PER INTERIOR DESIGNER. DRAWINGS. 17., FILL CMU COURSE BELOW WINDOW WITH CONCRETE. p e e x. 4 V a f ■■ME■■ ■M■MMM■■ mff-f-I I I I ■M■■■M■■■■M■■M■ I I I 1 11 __ ■■■■■■■■■■■■■■■■ A■■ ■■ �M■ M■ SO- ME 111FA■■►i■■ /►I■■■ Ab:411111■rl �� _.A b\_ -dam ■Er ON ■■1 mmh. ENV' ■■� MEEML ■■ba_ ■■■■■■■■■■■■■■ MEMEMEME NO y / N O OW C cN c 4= -0 O .^N11 N N //0 � o 04 rr :............. ■■ IN IN ■: ■■ ■■ '■ ■■■■■■■■■■■■■■■■ m■■■m■m■■■■■■■■■ ■E■■M■MM■■■■■■■■ M■■■M■M■■■■■■■■■ MEM■■E■■E■■■■■■■ ■■M■■■ME■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■E■■■■■SS■■■■MEMEMMEMMMEMEMM M■■■■M■■■■■MM■M MEIII 11 11 ON ■■■■■MEMEME■■ME ■■130rinuuncnn■m■■■ ■■■■■■■■■■■■■■■■ ■■■■MMM■■■■■■M■■ ■E■■■■M■M■■■M■■■ ■■■■■■■■■■■■■■■■ ................ ................ ................ ................ ::■■■■■■■■■■■■. ■■ Moog M■■I, •:■■'1:::MEM ■■■■■.-.■ m■■g i. ■► m■Em■■�■ ■■■■, � in 7■■■■a Boom■N■ ME■■\, Moog M■■m M■■K ■■■■.__ .i._ 'gmmmm■■MGM ■■■■■zM ■MM■MMM -1■■■■■[■ ■■■r^v. "07■■�1 ■■■■■4q ma ■■■■, ■■EMS._ ■■-M■■■ 4■MIFF ■■■■ ■■o■"•■. ■■■& '- ■■a■■■■ EF ■ c,4118■Mt. looms ■■■ M1 It , 1441 IMEM■■■■ ■[:■■■■ ■■■■■■lb, E1„ \\M■■■m■■■M MEEK ■EMS q■.. 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II" TIZEQbS CAS 12E4'P,) I" 'f12ELsbS (TYp.) — o0, of TiZE.A.1�s d� I� IposTs .' I i i i L J� ICI L F _J Fit " �'Vfi�ETA'fIvLJ l.li 1�u SHEET A7 KEYNOTES: 1. 2 X 4 PICKETS SPACED EQUALLY (4" MAXIMUM BETWEEN PICKETS). 2.. CONTINUOUS 2 X 6 TOP RAIL, EACH SIDE. SPLICE AT VERTICAL SUPPORTS ONLY. p 3. CONTINUOUS 2 X 6 SIDE RAIL, EACH SIDE. SPLICE AT VERTICAL I. SUPPORTS ONLY. 4. 4 X 4 PRIMARY VERTICAL SUPPORTS SPACED AT 10'-0" O.C. (TYPICAL). SECURE TO 4 X 4 POSTS AND 2 X 10 JOISTS. p1 5. 2 X 4 DECKING EQUALLY SPACED WITH A 1" GAP BETWEEN EACH. o'. 2 X 4 BOTTOM RAIL (TYPICAL BETWEEN VERTICAL SUPPORTS). LET 1/2" INTO 4 X 4 VERTICAL SUPPORTS. I 7. CONTINUOUS 2 X 10 JOISTS (TYPICAL THREE LOCATIONS). SPLICE AT 9 12" 0 POSTS ONLY. 9. DOUBLE -UP 2 X 12 BEAMS AT EACH 12" 0 POST. SECURE TO POSTS. i 9. PROVIDE HURRICANE STRAP AT ALL INTERSECTIONS OF 2 X 10 JOISTS AND 2 X 12 BEAMS. 10. 12" 0 CREOSOTE POSTS SPACED EQUALLY, EACH SIDE, AT 10'-0" O.C. SET 4'-0" BELOW GRADE (MINIMUM). 11. EDGE OF WOOD POOL DECK (SEE SITE PLAN). 12. STAIR TREADS TO BE A 2 X 8 AND 2 X 6 BOARD WITH 3/4" SPACE BETWEEN. 13. 2 X 12 STAIR STRINGER (3 TOTAL, EACH STAIR). 14. CONCRETE PAD R/W 6 X 6 1.2/1.2 WWF AT END OF STAIR RUN. SIZE TO BE DETERMINED IN THE FIELD. 15. 4 X 4 INTERMEDIATE VERTICAL SUPPORTS SPACED EQUALLY BETWEEN PRIMARY SUPPORTS (TYPICAL). SECURE TO 2 X 10 JOISTS. 16. 4 X 4 INTERMEDIATE VERTICAL SUPPORT, SECURED TO 2 X 12 STAIR STRINGER. 17. 4 X 4 VERTICAL SUPPORT AT END OF STAIR RUN. 18. 2 X 4 RISER BACKING (TYPICAL). 19. CLIP ANGLE FOR SECURING TOP AND BOTTOM OF EACH STAIR STRINGER. 20. POST BASE AT EACH 4 X 4 VERTICAL SUPPORT (END OF STAIR RUN). 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SEE FLOOR PLAN FOR PIPE ROUTING �_, y Imo,. ✓ •'. , NOTE: FURNISH b INSTAL( *, ` HEAT TRAP ON WATER HEATER 3/4„ �, � '� �, �+ , NOTE: ALL PIPING IS SCHEMATIC CONTRACTOR SHALL VERIFY 7 WITH EQUIPMENT. MANUFACTURER FOR EXACT LOCATION b P RELIEF OF CONNECTIONS'TO COND. UNIT,WATER HEATER, AND VALVE HEAT RECOVERY PACKAGE. v CONDENSING UNIT 1/2" SHUT-OFF VALVE (BY A/C CONTRACTOR ` I HEAT IRECOVERY UNIT HEATER (BY A/C CONTRACTOR) .(BY i PLUMBER CONTRACTOR) R"^ HOT WATER OUT DISCHARGE TO OUTSIDE �Lb C.-N. 6, HkV hERvicE 5 EN�Az�oR- ef-11 1 44T rup. imp g e�Tiu 10 f JAAK PPAI Li ® CHOT WATER IN I (IQD rl6be ajLY� I R LIE VALVE FCo 3i 311 W H-1 ,may, WH. I FIXTURE CONNECTION SCHEDULE ITEM C.W. CONN N.W. CONN TRAP SIZE F.U. COUNT REMARKS LAVATORY 1/2" 1/2" 14" 1 WATER CLOSET (TANK) 1/2" --- 3" 4 SINK 1/2" 1/2" 1#" 2 SHOWER. /z11 1 t/z" 2 3 HOSE BIBB 3/4" 1 --- -.- - INCUHE BKRT 6 VALVE VERICAL— FLOOR DRAIN --- --- 4" 3 URINAL 3/4" --- 2" 4 WALL MOUNTED DRINKING FOUNTAIN 3/8" --- Izli } SEE PLANS FORLOCATION SERVICE SINK 1/2" 1/2" 3" 3 1t 11 PLUMBING LEGEND L LAVATORY F.U. FIXTURE UNITS W.d. WATER CLOSET R.V.D. RELIEF DISCHARGE SK. SINK C.D. CONDENSATE DRAIN W.H. WATER HEATER SOIL OR WASTE LINE C.O. CLEANOUT VENT LINE V VENT INDIRECT DRAIN V.T.R. VENT-THRU-ROOF COLD WATER LINE W WASTE HOT WATER LINE C.W. COLD WATER — CO — CONDENSATE DRAIN H.U. HOT WATER — RVD— RELIEF VALVE DISCHARGE LINE F.C.O. FLUSH CLEANOUT HOSE BIB W/BACK- H.B. HOSE BIB W/BACK- FLOW PREVENTER FLOW PREVENTER '—D4— GATE VALVE 3 WATER RIhf;R PIAt TO LTUhh to 17Akv �Wdo 1rVeNTI 'ZI1 eav 301 3�g11 x 5e .tt, C. TH�tc�G H -a/T IL MA)u HUnA p� N N•b • hH�. P. -75' 2p4�+ut-oF� vh-ve: vj/4f-ofr IA IUL46 P,oX ,f-02- POOL C OTR$-CTDF GENEML PINING KITES 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND 8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS g, SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP WITH LOCAL ORDINACES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR DOW !NG F E UIPMENT PRIOR TO PURCHASE FOR APPROVAL. SHALL REPORT IN WRITING TO THE ARCH ITECT/ENG1NEER BEFORE SUBMITTING A BID. THE ARCHITECT/ ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO 10. AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN PROCEED. AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT INSTALLATION. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY Ill PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY SPACES IN WHICH WORK WILL BE 1NSTALLEO AND MAINTAIN MAXIMUM HEAD ROOM, BREAKDOWN OCCURING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE THE OWNER. CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED BY ARCHITECT. EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE 14. PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. WORK. 15. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DI -ELECTRIC FITTING 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE _ SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR DRAWINGS WITHOUT ADDITIONAL 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING CONDENSATE DRAIN HALLCONDPROVIDE CONDITIONING, ELECTRICAL AND SPRINKLER EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR AND TRAP. SEE AIR PLANS FOR LOCATION OF UNITS AND OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ DRAINS. ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE 11. MATERIALS: SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE 'L' COPPER BELOW GROUND AND TYPE 'N' COPPER ABOVE GROUND. MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE B. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE •K• SOFT COPPER APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN INSTALL INSIDE POLYETHELYNE CONDUIT. NO JOINTS PERMITTED INSIDE DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. OF SLAB. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM C. SANITARY WASTE AND VENT 4' AND SMALLER SHALL BE CAST IRON HUBLESS Of ALL CLA1N5 OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER HUBLESS SOIL PIPE OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR CODE. SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. D. STORM LINES INSIDE BUILDING SHALL BE CAST IRON HUBLESS SOIL .PIPE 6. THIS CONT14TOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE.`STORM LINES ASSOCIATION DOES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY OUTSIDE BUILDING IN PARKING AREA SIIALL BE CORRUGATED ALUMINUM TO THIS WORK- HE SHALL ALSO PAY ALL INSPECT FEES AS MAY BE PIPE. REQUIRED BY LAW OR ORDINACE AND SHALL KEEP THE HARMLESS FROM ANY DAMAGE AND EIIPENSE ARISING FROM ANY VIOLATION Oi' LAWS, RULES OR E. CONDENSATE DRAIN PIPE SHALL BE SCHEDUIE 40, PVC PIPE AND FITTL ORDINANCES. F. WATER HEATER RELIEF LINE SHALL BE TYPE 'L" COPPER. 7. 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Z ""Mote' -q■ Ammook \� 4 1 CL ,— O 05 0c-NCO C �_0 0 O a) C) C6 +; V' (D E ik PXL b ME PF ram, n CAI/"NIAICCU 110ti� 4fine 9ii nF ;r rs�j MCI d. nth Qfir: d�.' \mmI �FAME AL /omb._ 4\�. ,4qm\. L F ix n. M No F..,y .„.. rcvl^� t�l,, A 11 it _tq 4 'N lik MH4, ,04, ,ji lip, ll,�4. gi B., t% i pC IK 43 IN p Ail, t 1�7 �i�' ti A� pg,It - 13. A rApmg� W A N'l H,t� ',rl�ll Iflo I k) ,T: �11L V g ti w k u, I IF ` domn V5 �2,'YPRR gw "A irk, i KN, BUILDING ELEVATION KEYNOTES: J� Ml 1. 2 X 8 FASCIA BOARD AND 1 X 2 FASCIA TRIM. 2. 616 STUCCO FINISH (PROVIDE CONTROL JOINTS AS REQUIRED). 3. PREFINISHED ALUMINUM LOUVERED VENT WITH BUG SCREEN, AS SHOWN. 4. 616 BUILD —OUT WITH STUCCO FINISH, WHERE SHOWN. ls, 5. PRE —FINISHED ALUMINUM "BATTEN —SEAM" ROOFING. 5 6. PREFINISHED ALUMINUM RAILINGS 4AZrCR N ol Ill I NIT ilip� 7. STUCCO WALL CAP. 8. BALCONY EXTENSION WITH STUCCO FINISH. 9. 10'-8" LONG PRECAST U—LINTEL LOCATED OVER DOOR. REINFORCE PER STRUCTURAL ENGINEER (THIS DOOR ONLY). 10. 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" 11 -1111, - -Ill"A mor- -.4mor-l--z-Mimmm F li AL oilEll ® • ■ ■ ON 0 MIN ®® 0 i MIN 0 IN iu MIN ®u / _ ■ Nil M ■■ ON q ■ 0 ii •IN Nil®I MIN • i 0 MIN iN 0 • MIN 0 MIN ON / ® IN � IN ®w i Nil IN 0 MINMIN s® IN IN ■ • iI IN ON ®n • ■ III ■ 1® ■e®.E®®w®®®®®®®■ IN .._ 4\ob. �\\i , t v a "�'z�" f •� i. ��r �, .ryf t ±, rT.c, l ,;,� P"' 4 L y ti h '#nr^" ,. .LA:.�• .,r r 'm! .0 f e'. F. e,v"..n,y '.. 'y. , '' .....+ i '�+w l:j .'eF vwlw� i ;Vill, l`v,.y r r. '- z4> pp si 4 »Ti. pw a e sTE NM 11V� r s L L i` �d 15 3 "� R �m skn t I i p�"3-'r�yy 'L � �G� ii 3r„ Nil r'* 3ahe a p>, 7 4 a. z N i ♦ A"'.;.y`x vs t w W �"� w 4 v Ati Y Al " x 5 � >a=w rim 11r, IF I\ _Ammer_ -0 N O 00 u;�co Q ....� cry � o 0_ U) <U E a _ N ,quo\ 41 i, REVISIONS BY 2"X6" DECKING LAID ' "T 2"X6" HANDRAIL WITH 2"X4" SUF 2"X2" BALU 6"X6" CUR 2"X6" DECKING LAID 2" X 8" 2" X 8" 6" X 6" I 6„ X 6„ 2"X6" X-BRACING (ALL 4'&6" PC 1/2" DIA. ANCHOR PIN: STEEL U—STRAP 12" DIA. X 3' DEEP CONC. F00 ffift a &__RA P BETWEEN DECKS SECTI01 SCALE 1 1 , 0 „R* � r i 1:12 SLOPE 1:12 SLOPE (TYP.) (TYP.) "'2%15' HANDRAIL `' WITH 2'X4" SUPPORT 2"X2" BALUSTER 2"X6' DECKING LAID FLAT 2"X10" FASCIA JOINT 21,X8`, RAMP JOISTS (TYP.) 4'X6" RAMP BEAM 4"X4" RAMP POSTSI 2"X6" X BRACING (ALL 4"&6" POSTS) ' 1/2" DIA. ANCHOR PIN, OR, 1T111 11 1111 CROSS-SECTION OF RAMPS SECTION OF DECKS 2"X6"DECKING LAID FLAT 2"XIS" JOIST 6" X6" LEDGER POOL DECK SECTION OF DECKS SCALE 1/4" © DWA 2"x6" HANDRAIL 2"X2" BALUSTER,_ ., 2"X6" HANDRAIL WITH 2"X4!' SUPPORT 2"X10" FASCIA JOIST 2"X6" DECKING LAID FLAT 2" X8" JOIST 2"X8" JOIST 6"X6" BEAM 6"X6" BEAM 6"X6" POST 2"X8" RAMP JOISTS (TYP.) 4"X6' RAMP BEAM 4"X4" RAMP POSTS 1/2" DIA. ANCHOR PIN, OR, STEEL U—STRAP FINISH GRADE. 12" DIA. X 3' DEEP CONC. FOOTING 8" DIA. X 3' DEEP CONC FOOTING 2"x6" HANDRAIL WITH 2'X4" SUPPORT 2"X2" BALUSTER 2"X6" DECKING LAID FLAT 2"X8" RAMP JOISTS (TYP.) 4'X6" RAMP BEAM 4'X4" RAMP POSTS 2"X6" X—BRACING (ALL 4"&6" POSTS) 1/2" DIA. ANCHOR PIN, OR, STEEL U—STRAP 8" DIA. X 3' DEEP CONIC FOOTING FINISH GRADE ® It X AQF ItBALUSTER :Af. s2ft` a r ka; 6"X6"CURB - R. / r ..., 2"X10" FASCIA JOIST 2"X6"DECKING LAID FLAT 2"X8" JOIST 2"X6"TREADS & RISERS 2"X4"BALUSTER WITH 2" EDGE OUT & 4' 3/4' o.c.` 2"X12" STRINGERS 6"X6"LEDGER POOL DECK SECTION OF DECKS 2"X6" HANDRAIL 2%2" BALUSTER 2"X6"DECKING LAID FLAT 27X10" FASCIA JOIST ,. 2"X8" JOIST EXISTING DUNE CROSS —OVER MATCH INTO NEW DECK PRE 9/15/88 COASTAL CONSTR. CONTROL LINE 51'-4" 0'-0" J J 68'-0' 0 I 0 ,�O ,i N H N 1 I I DECK ELEV. 12.5 70'-0" 26'-4" 18'-0" 6'-0" 21'-0" 6'-0" 17'-0" 4'-0" 0 E I in F RAMP r RAMP DAAAD POOL DECK AND POOL A S. BY OTHER CONTRACTOR I O 0 POOL DECK ELEV. 11.0 �p�e D O o i o DECK ELEV. /Q1 14.00 N� O `10, CABANA O•. �O B� S 54'-0 3/4" ELEV. 7.5+/— GENERAL LAYOUT OF DECKS AND SCALE 1 /1 6" —11 .a...,,.... �:..... RAMPS GENERAL NOTES " 0 _ 1. All wood shall be pressure treated or 'Wolmanized pressure treated' of the nominal dimensions indicated. 2. All nails, bolts, and other metal components shall be hot —dipped zinc —coated or equally well protected. 3. All metal hardware shall be sized appropriately by the contractor to meet the situation intended. 4. All spacing between the decking boards shall not exceed 1/8" in width. 5. No nails or bolts shall be placed no closer to an edge than half the thickness of the board being fastened. 6. Whenever possible, the contractor shall place decking boards bark side up to minimize cupping. 7. To reduce splitting, the contractor shall take appropriate professional remedies necessary. 8. Should the Owner wish to stain or point the deck, the contractor shall coordinate the color and type of paint or stain with the Owner. 9. All wood members shall be structurally sound, and of the necessary grade to perform the work in a professional like manner. 10. Should any discrepancy, oversight, etc. arise, it shall be brought to the attention of the Owner, or his agent, for a decision before proceeding with the work. 11. The contractor shall comply with all local codes and ordinances and obtain all permits necessary for constructing the decks and ramps. 12. The contractor shall coordinate his work with other contractors to assure efficient and timely completion of the total project. 13. All deck and ramp work shall be done under the supervision of a knowledgeable foreman, and by persons experienced with accepted construction procedures. 14. The Contractor shall be responsible for providing all labor, equipment and materials in the performance of his work. 15. The contractor shall protect all existing structures, utility services, vegetation, and other items scheduled to be saved and be responsible for their repair or replacement if damaged by him. 16. The contractor shall remove all debris and unsuitable or surplus material from the site which is generated by him or his work. 17. Whenever there is a conflict between the plan, notes, specifications, and/or local codes, the contractor shall assume that the more restrictive or stringent shall apply. 18. These plans and design were prepared using base, site, etc. information supplied by Powell Design Group, P,A, DWA is not responsible for any errors, misinformation, discrepancies in the information provided. 19. The Powell Design group, P.A. shall have their structural engineer cross check the structural integrity, wind loads, etc. of this design before putting it out for bids. 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I I I I 1, I � , - � � I i, x � _1 , ,r � Ilk � i, "I : "" 1 "'. � , � I �, I I , I " I , , � i I . � I I I I, �,' �� I I" I � i �L � I , , , - � , 1.�, � I 11 , I � IF 1, 1, I I � I I I I - il, l i� l'; "', , - , " , L� , IF ,� , ,I, I I 'NRM ,. � 1, . : I IN I , 'Z i I .1 I I 11 ,Ll 1, , I I I il, 4I,", ,� ,I - _� I I v I � I I i I " " I " I" I ki I I I I I I I I 1 06� __ � I, � � - ___ - - __ - __ __ __ , __ I - -------- _ ,__ _____ - __ , ___ , ___-, �__ m I 04 �r CO C) 00 C\j Co I . I I . I O 73 m l_ - , , C\j , � I p a'4 x C 34 ;�r ��) t�2.>�� lW y .iYl[ .f na f` . A.i ul M�' L.. I •}RJ S ;3 �} y' $ +Ihtft� —:+� ��' 1 �A �P"0J§ ��"' � �,t '�.51v�4�1 „pi",:y, g, o r s 1 �u i2nv, r, K- � !!c�L, tk c�� SK �lj - SK �W I 7 V2 II 211 v.T• R. I I I i E: ��5wI f5�?(I�SNEtiaV;Tvpb NJDr- �QJJu. FLORIOR ENGINEERING SERVXVS FM fl �� 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 CW L HW SERVICE RUN ABOVE CLG. SEE FLOOR PLAN FOR PIPE ROUTING NOTE: FURNISH E INSTALL HEAT TRAP ON WATER HEATER 3/4" 1, NOTE: ALL PIPING IS SCHEMATIC CONTRACTOR SHALL VERIFY T b P RELIEF WITH EQUIPMENT. MANUFACTURER FOR EXACT LOCATION VALVE OF CONNECTIONS -TO COND, UNITIWATER HEATER, AND HEAT RECOVERY PACKAGE. CONDENSING UNIT 1/2" SHUT-OFF VALVE (BY A/C CONTRACTOR HEAT TiECOVERY UNIT WATER (BY A/C CONTkACTORit HEATER (BY I PLUNDER HOT WATER OUT CONTRACTOR) ® _TROT WATER IN HOT GAS LINE (BY A/C CONTRACTOR) m RI'r, DISCHARGE TO OUTSIDE 1/2" HOT WATER HEAT RECOVERY LINES (BY PLUMB. CONTRACT.) WATER NEATER, NEAT RECOVERY & CONDENSING UNIT PIPING DIAGRAM N.T.S. G.w. & Hut 5512VIGF- IzLi14OOj�E 6f I I" K ci M*W PELT TW IitIIJU.(um 311 N54T '(RAP ---� tIg 1Llb�K T6P r- WATER HEATER PI W H-I y2N ,CIA SN 4V f �40 L � W c 3/4B Np/ GV rev �I2q -V41I �— t tYPtGA1.) \ WC wN• I FIXTURE CONNECTION SCHEDULE ITEM C.W. CONN H.W. CONN TRAP SIZE F.U. COUNT REMARKS LAVATORY 1/2" 1/2" 141, 1 WATER CLOSET (TANK) 1/2" --- 3" 4 SINK 1/2" 1/2" ]ill 2 5HOWER /211 t/zi1 2 3 HOSE BIBB 3/4'. ___ ___ _ VACUUM BKR. G VALVE IN THE VERTICAL FLOOR DRAIN --- --- 4" 3 E - OWN URINAL 3/4" --- 2" 4 WALL MOUNTED DRINKING FOUNTAIN 3/8" --- 141, } SEE PLANS FORLOCATION SERVICE SINK 1/2" 1/2" 3" 3 3,411 ING DETAIL NTS r; PLUMBING LEGEND L LAVATORY F.U. FIXTURE UNITS W.U. I WATER CLOSET R.V.D. RELIEF DISCHARGE SK. SINK d C.D. CONDENSATE DRAIN W.H. WATER HEATER 1 - SOIL OR WASTE LINE C.O. CLEANOUT — — — — — VENT LINE V VENT INDIRECT DRAIN V.T.R. VENT-THRU-ROOF — • COLD WATER LINE W WASTE HOT WATER LINE C.W. COLD HATER CONDENSATE DRAIN — CD — H.W. HOT WATER — RVD — RELIEF VALVE DISCHARGE LINE F.C.O. FLUSH CLEANOUT HOSE BIB W/BACK-, N.B. HOSE BIB W/BACK- FLOW PREVENTER FLOW PREVENTER_ GATE VALVE DD DEGr p(LA1�1 —ST — STORM LIWE D.P. DRAIN PAN FD plwp, P94JI,I —D.P.— DRAIN PAN LINE wo1E� RIhER P�aG2AM � �;,5, bV Zu Plow pr vmt If�tI ���� �SrrlE�ceu °cecJ�rt GENERAL . '; _,: J: ILUMBING NOTES e���yyTl&0 Vdg�(- MANHu��TA�T A -9, ; veTvJEEW H•8 hH4LL P.E 75 3/4AA , I0VhvE Pox- Fora. ;'CIOL Co1nIE1Lc7DF` 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND B. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS 9,. SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP WITH LOCAL ORDINACES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR DRAWINGS OF E UIPMENT PRIOR TO PURCHASE FOR APPROVAL. SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO 10. - AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN PROCEED. AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT INSTALLATION. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY II. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, BREAKDOWN OCCURING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO AND SPACE CONDITIONS AT ALL POINTS. WHERE HERO ROOM, OR SPACE THE OWNER. CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED BY ARCHITECT. EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE 14. PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. WORK. 15. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DI -ELECTRIC FITTING 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING CONDENSATE DRAIN EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR AND TRAP. SEE AIR CONDITIONING PLANS FOR LOCATION Of UNITS AND OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ DRAINS. ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 17. MATERIALS: 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE "L" MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT COPPER BELOW GROUND AND TYPE "M" COPPER ABOVE GROUND. OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN 8. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE 'K" SOFT COPPER DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. INSTALL INSIDE POLYETHELYNE CONDUIT. NO JOINTS PERMITTED INSIDE - - Of SLAB. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER C. SANITARY WASTE AND VENT 4" AND SMALLER SHALL BE CAST FROM HUBLESS - TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR HUBLESS SOIL PIPE OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY - SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK WHICH MAY CODE. 4co, HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. D. STORM LINES INSIDE BUILDING SHALL BE CAST IRON HUBLESS SOIL PIPE 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE. STORM LINES ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY OUTSIDE BUILDING IN PARKING AREA SHALL BE CORRUGATED ALUMINUM FU MItM ENOINEEMIMO S[MIC[s TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE PIPE. REQUIRED BY LAW ON ORDINACE AND SHALL KEEP THE OWNER HARMLESS FROM ANY - DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR E. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND FITTING. ORDINANCES. F F. HATER HEATER RELIEF LINE SHALL BE TYPE 'L' COPPER. tal 7. PROVIDE MEANS "FURNISH AND INSTALL'. � ' 34 N.W. 168TH STREET x NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 n f 300 CFM LINES ft,-M GAGE METAL EXH. BX6 14X8 '40.4 fly CFM 12X6 12X CG-1 W r, „ 12XI O 275 CFM 8X8 CG-4W RAG s u rF n," ,r " 4 R -a 175CFM ssl DUCT. , x, .. CAP x" ILL WORK SHALL CONFORMWITHALL LOCAL, STATE FEDERAL ORDINACES AND * a,4 ca l} L ILDINO CODES GOVERNING THE INSTALLTION OF THE AIR CONDITIONING a I CONTRARY TO OR I t�.- INDICATED UR SPECIFIED S r. v.I+ T F WORK AS LAID OUT iNDIC Y EM ! _ S ONFL[CTS WITH LOCAL ORD[NACES, BUILDING CODES AND REGULATIONS, THE a ONT SHALL REPORT IN WRITING 10 THE ARCHITECT/ENGINEER BEFORE flu , T h } UBMI; ) gyro , ry 1 q t a vk F T —I A BID. THE ARCHITECT/ ENGINEER WILL THEN ISSUE 1NSTRULTIUN-PROCEED. SF f NGS ARE TO BE CONSIDERED DIAGRAMMATIC DETAIL SCALE ALL OF THE MINOR ITEMS. i i"mp,' — — — NtI a WA ARE THE STRUCTURAL, ARCHITECTr 1 :;'. �� �',� I yI SHALL G N THE EXACT LOCATIONS. CONTRACTOR' LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES , WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD R I' I 1,x Nf ,i z {PTi ra +y nap" CONDITIONS AT ALL POINTS. WHERE HEAD K 'z,;, `^ i+� =. J ( T:," *� � l� APPEAR INADEQUATE, ARCHITECT/ENGINEER SIT "' a ll— �� — -- - w "' )a m i )5 " k6 r sa ''r v. , 1 .f a f A:+�ti�{ �iawl +±n.T n; ' MAKE ING Nf1ELD ITH NST ANON I O IN LAYT HE F „ FIRST FLOOR PLAN.ul 1AWINGS LY PRIOR TO SA BID. CO EaBC R ED TO F INSTALL AND/OR T WITH APPR f""d:l SCALE: 1/4":1 ALL AIR CONDITIONING ITEMS SHOWN ON ANY Of THE A ES '— RCHITEC k�t� LNG, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPEH 3�,I THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSI T� OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING IRE ARCHITECT/ ENGIN £y y a IAMPLE TIME TO PERMIT REVISIONS BEFORE THE BIAS ARE SUBMITTED t ^II v` ;INSTALL MATERIALS AND EQUIPMENT IN A SASS WORKMANL6 ,MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND"REPLACEME'N • �" r.'OF ITEMS WHICH, IN HIS OPINION., DO NOT PRESENT A NEAT AND WOIIKMANLI ^ r r f APPEARANCE. REMOVAL AND REPLACEMENT IS 10 BE DONE IMMEDIATELY DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACPi"TIE HVAC TOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR & + i E YEAR THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY usEAKDOWN OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO OF ALL CLAIMS OR QUESTIONS AS TO SUdTABILIIY OF THE WORK Of OF E OWNER. THE COMPRESSOR(S) � ", SHALL HAVE A FIVE YEAR WARRANTY. , TRADES OR OTHER CONTRACTORS TO RECEIVE T mTrr SHALL REMOVE AND REPLACE, AT HIS EXPENS NT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS REQUIRED BY N C . WHICH MAY HAVE TO BE REMOVED a A.. a,#'iy..l N�. AL CODES TRADES. TERIALS 6. THIS CONTRACTOR SHALL OBTAIN D TA)�� � .11, AIR CONDITIONING RIGID DUCTWORK SHALL BE CONSTRUCTED Of STANDARD ASSOCIATION DUES, ROYALTIES, AND TAX TO THIS WORK. HE SHALL ALSO PAY4 (SECTION EEfS AS., DUTY FIBERGLASS BOARD FLAMEPROOF REINFORCED ALUMINUM FACED COVER REQUIRED BY LAW OR ORDINACE AND SHALL OWNER HARMLESS F IN ACCORDANCE WITH S.M.A.C.N.A. AS MANUFACTURED BY OWENS-CORNING. r E AND EXPENSE ARISING FROM ANYe DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING WITH ANCES.,. _+ .. 4 "rET r! N ¢ a}j ;i;.:'' MANUFACTURER'S INSTRUCTIONS. INSTALL AIR VOLUME EXTRACTORS AT •, EACH DUCT TAP. DUCTWORK SHALL BE Of R= (0.0• 7. THE WORD "AIR CONDITIONING' MEANS IT VENTILATION, AIR NTCONDITIONING, DUCT .-4 P�P}!�, HT LINES CO �, B. F EXIB E DUCTWORK SHALL BE CLASS I AIR DUCT, U.L.LLISTED AS MANU AND FIRE DAMPERS ,+ £'"} 1z }, ^' Y ATCO FLEXAIRE OR APPROVED EQUAL AND OF R= INSTALL '� SMACNA STANDARDS AND MANUFACTURERS Ktt_ M ENDATIONS. PROVIDE MEANS "FU , C. ALL EXHAUST AND OUTSIDE AIR DUCT SHALL BE GALVANIZED SHEET METAL DO A COMPLETE JOB, EVERYTHTNG CONNE ., CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. SHOP DRAWINGS: THIS CONTRACTOR SHALL DRAWINGS DF [QUIPMENT PRIOR TO PURCHASE FOR s T 0. ALL AIR DEVICES SHALL BE OF ALLN41NUM CONSTRUCTION, TITUS, sL. METALAIRE OR AS APPROVED BY ENGINEER. AT COMPLETION OF JOB THE HVAC CONTRACTOR THE OWNER g¢ AS -BUILT SET OF REPRODUCIBLE SEPIAS SIi0H1NG T INSTALLATION. E. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH 5/8" THICK HVAC CONTRACTOR SHALL TEST AND BALANCE TO THE Al ANT111ES ON ARMAFLEX, PAINTED WHITE WHERE EXPOSED. PLANS. PROVIDE T & B REPORT IN ACCORDANCE Willi A BALANCE COUNCIL F. FILTER SHALL BE DISPOSABLE TYPE AND HAVE CLEAN PRESSURE DROP OF STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. 0.15". PROVIDE TWO SETS, ONE DURING CONSTRUCTION AND ONE FOR US - ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. AFTER OCCUPANCY. I M R ;. Y�`r P P ^ 1 ) r EEC � I. P Lvt N[AT RECUYERT UNIT FOR SYSTEM t2. 2. INSULATE SUCTION LINES WITH 1/2" ARMAFLE) NOTE: EF-1,2 = BROAN MODEL 675. 70 C.F.M. @ 1/4" S.P., 3.0 SONES, 120-1-60 WITH WALL CAP MODEL 640. EF-3= BROAN MODEL 676. 110 C.F.M. @ 1/4" S.P., 4.0 SONES, 120-1-60 WITH WALL CAP MODEL 640- I or I I — � h Ms}+i pv t �; �fM •. 3 x ' n is b, M,c1G. 6X6 CG-1 W 75CFM ,fin " 5 =Y# IgXto 6X6 -- i z T 71 Tt c � v � 12X �f 350 CFM I J 1 i 8X8 CG-1 W I 12A b� ,7 150CFM x , A Iq� 6 f �12X8CG-1W �s ,.,>..,.,�, • 250 CFM �- - - - - - - 3"Q NAILOR HART SCALE: 16X8 t:>= 12XB 1" 6X6 CG-1 W 125 CFM MI s " --0- 1OX8 CG-1W 200 CFM - 8X6 CW 1. HW SERVICE _ RUN ABOVE CLG. SEE FLOOR ,O " PLAN FOR PIPE ROUTING URNISH L INSTALL (AP ON WATER HEATER 3/4rr tt IPING IS SCHEMATIC CONTRACTOR SHALL VERIFY T & P RELI 4i1TH EQUIPMENT. MANUFACTURER FOR EXACT LOCATION VALVE OF CONNECTIONS'TO COND. UNIT,WATER HEATER, AND HEAT RECOVERY PACKAGE. CONDENSING UNIT 1/2" SHUT-OFF VALVE1 (BY A/C CONTRACTOR HEAT RECOVERY UNIT WATER (BY A/C CONTRACTOR) HEATER (BY i PLUMBER — HOT WATER OUT CONTRACTOR) ® t VOT WATER IN 14tt DISCHARGE TO OUTSIDE / I/2" NOT WATER HEAT RECOVERY LINES ' (BY PLUMB. CONTRACT.) WATER HEATER, HEAT RECOVERY & CONDENSING UNIT PIPING DIAGRAM N.T.S. ■■■■ri, in our — ism �■ AFVY.:£.� 1� ++^� 3 5 4 i' 1 by "'4Jp m AI Tw'tk v IIJ m ommom w n t �.l fit f jy4 iC I V^ f5 t' Cp . VIA x = ➢'`', i„ b l SUCH INFUHMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIF E 2 DESCRIPTION A parcel of land located on Hutchinson Island in Sections 34 and 35, Township 36 South, Range 41 East, St. Lucie County, Florida, being a portion of the South 2577.66 feet of the North 2858.86 feet of said Sections 34 and 35, lying East of State Road A-1-A and being more particularly described as follows: Commence at the point of intersection of the North line of the South 2577.66 feet of the North 858.86 feet of said Sections 34 and 35 and the centerline of State Road A-1-A; thence North ,.9°59'38" East, a distance of 53.34 feet to the Easterly right-of-way line of said State Road -A and the POINT OF BEGINNING (P.O.B.) of the herein described parcel; thence South 20023'08" along said Easterly right-of-way line, a distance of 991.36 feet; thence North 69' 36'52" ast, a distance of 243.53 feet; thence South 20'23'08" East, a distance of 17.00 feet; thence North 69'36'52" East, a distance of 204 feet, more or less, to the mean high water line of the Atlantic Ocean; thence meander said mean high water line Northwesterly, a distance of 846 feet, more or less; thence South 89059138" West, a distance of 465 feet, more or less, to the POINT OF BEGINNING., °" T .� . Description supplied by client. WM iGfO.t/l/.GIE�t/T D: .4/t/lp 0.08'Ec1S NOTES: 1) There is a NON-EXCLUSIVE easement over the entire property for various purposes as recorded in O.R. Book 401, Page 126 (re -recorded in O.R. Book 401, Page 1766). 2) The FP & L EASEMENT recorded in O.R. Book 415, Page 1789 allows some decorative walls within the East 5 feet of the easement. 3) Various easements, some covering the entire property, are referred to in the Declaration of Covenants, Restrictions and Easements For Island Dunes Country Club as recorded in O.R. Book 573, Page 015. Two of those easements mentioned in said Declaration are a PROJECT EASEMENT (10 feet wide) recorded on Page 075 and a NON-EXCLUSIVE PROJECT EASEMENT (covering the entire property) recorded on Page 032. 4) This map accurately reflects a field survey which complied with the requirements of Section 16B-33.004, Florida Administrative Code. EAmwA <//GN Gc.1472F2 rLEI,. 7-1llt/eS 20 S 23-.49'09" S 23�49'09" E log,3; O.00 6. 96 ELE//s7T/ON L/NE rS. L/ /✓. L .� s q /iEGET T/Oit/ G a� FO NU.�lE7VT TE ivt + O. /2' /(/6327_11 N ;v -4- - - S S - - - 2 E -0 (0 - T $+6 \\ 1+ 1+ COAST.4G CO�/ST.4�/CT/OiL/ \\ �j+ Tv 9-/5-88) �\ (o+ oQ�CEG COit/T.4//t/S B96 ffCPES B t�' I�t /�C�rT Boat /9/ "G. B) ABO!/E A-l" / 1-//61,1 l 7-Z-2 ZG,!EWT/O t/ Z /B-- EfiSELfE O-R. B00'< 7G4, 271e 4'6.V LC h+ J 0 2 - SALES 7"2q/ E2 f! / iti N OczAitiFiFc� A2c� TEi✓/Fb.?AQ % '� U ,AL. K(� (�j,Q,�� /{ .- '01 /MP20VEME.v'T'S. ai+ / (0+ S/OE / 1 qr 3 1 I� f--ouctp /,�ov � (P+ y $ 3 I 1 I o 3 CAP IVO.. 3333 (o+ 1 + q+ 0 8� 5L'. Cn.D/4TES a g p�gESEwT co,45TflG CO�t/STRU�' /ON GONTi40G C/NE / 953. /4'/ b 5 /l (PG<tT BooK 2G P,4GE5 2G A T U 2G r, 9-/5-88) --o-- S. 22'0c'33"6- S7loG , AGES \, L /FT STAT/ON - FOUND 4'1r4" COAIC. MO.V. S. 22`0� "SG "E, I T/CeicE4 +� t (BROKEN) aoswoeT/! � a..09' EAST I 1 I T I 1 I I 0 I 5+ w gLcs BF /«�ovEo 9s �a e o� +O F��?� ��sral c�ia v \� EL EC. PAVEL - - - - (D \ CAoit/0.3333 $ y r 0 lo�� ItS'pr l I P?k(/r r-'C.B-S. �FbJ�C7 Ed�EvIO�// }8 (fl+h Q \�-42 94 77 .4-08jam IgIg.OI � 17G4.(09 A 1499 TR4 vEi7SE 2 WALL k 5 + 1/46l/E -- -_ l9 / 2 EASEGtE/!Y a ��` y / ELEC. GfEtz? q �� 0,A2 6-70, PK075 C.8_S. G</,4LG (p y+ aR 4i5yPG./rBq 5 I 9A2KiclG 5+ asp �o ���� I 51and (o } 3 8 -- ---- -----)341---- n91------g �T_---- - ------ -- - --�F ---- - c. 1 0 so. sect ✓vuc710a.l6Dx 10 `FP- �. 20`23'08" E. - (0 r - --- /3v -��- - %� ✓�„CLAP. A-s,e>dr'-- ---- i -.... -FEcAGG,.E t-i Ic3 3.49s1z - --T4Al�E/r- - - - -- - - 8 -___ _ _ STATE 3 ROAD A-1-A ro a +� 5t2q - 5 �y - 5 �o- - -- _ - - ti� - S 30 - 5� - 5 52 5 6 S+ 5+ -- ,�+ - - - 5 5 Bp8.7S, /-T.4.4 VERSE g+ 3+ a +0 �+ k+ NOTES: Elevations are baked on DNR concrete monument # 94 77 Topo, eon highwater elevation 2.18 line and A08, having an elevation 4.27. N.G.V.D. 1929 vegggtation line are revised based on field location dat$d 2-7-91. Bearings are based on legal descriptio € r this., property, see description show n hereon Mean high water elevation 2.18 was determined by linear interpolation as verbally approved by DNR on 11-17-89. Graphic locations of the 0.0 elevation line and seasonal high water line are based on actual field locations of same taken on 11-21-89 by this office. CERTIFIED TO: CHEMICAL BANK REGENCY ISLAND DUNES, INC. ALGOCEN, FLORIDA, INC. CHICAGO TITLE INSURANCE COMPANY Mc WHIRTER, REEVES, McGLOTHLIN, DAVIDSON & BAKES, P.A. ATLANTIC GULF COMMUNITIES CORPORATION .�.Q!/FiGlEif/T EG , S. /5 /OTE : /Gtftc/D.Q/TY OF GF�OC/it,/?i: TO O ! -4S (/CE4SL/4EIJ 01-V 2- /-89 {�,grvEL. N. /2//iCo3// G LkFTEa DATE REVISION ----a I HEREBY CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OFA SURVEY MADE UNDER MY DIRECTION AND ' 3 9 UIOATE MHO/ ADD/ri0,✓gL TORS WAS COMPLETED ON 44WeMN /S 1991, AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS L%DDEiJ _10L IF ecc uNss C,LPL PE ^�- PE y-28-9 DnEn SASE. moo. i AS SET FORTH IN RULE 21HH-6 ADOPTED BYTHE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO FLORIDA STATUTE, 472.027. DATED THIS 22'vD OF /L1A.PCf/ . 199/ �-] # �'" I C:�)N `UL?d /�("� FCGVO ZOVEy �94- ivorE ,� Ir By. sTT2z���PPJpep-L�`�p,` LL �Ci_�� �� o./�/ L. A N C r -a R v' E'. gg FWRIpA UClRTI;1%R&MP'Nbs'32Ibb -. ,_-- eo" `tiHGi NIA AVE. FORT PIERCE ,FL1 SEE Fg