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HomeMy WebLinkAboutPlot Plans & Surveyt (Undev bpod) 118 ACRES EXLSM OFFICE cr'raller Park) I EXanNG FUNERAL. HOAR WA ;.A 4 �� c AREA 2�"'�S Ild r,,2t21.9iZsCkiSe � , /. \ \ r \ r r . \ a \\ (Undeveloped) PA r rl \ \ r • r GRAPHIC SCAL5 $0 00 100 soa - ( IN BEET ) 1 inch 0 100 ft. SITE FLAN MINOR REVISION (S) DATE: — SPTRC REP. Land LTbm constitute provisions been cow i PIN; 1400-320-0004-000-1 L \ , k8rLucie Co. ivai does not until all such approvai have LA W � E" m C1 � 0 Mz�a �_ M V W V � N W � ~ W�,� tp u7 0 tqs 4J W N I NV)mW r~ LO W 1 d ^ N A] "'3+0 Ce w M M m �a t N U o z Uzi W o Q 4 W W a o U z _ o ~ O O W �4 m NN 1� O Vd U _ O N W Z 0 W VW) a W W a O a W x n u7 cQv 0 C-4 N U. W W 20 D = UJ < V- to d oQ=Q —.. C9 p ry 0 cn O U- LJJ LU LL CO Z CO W N O to Z U (D —� 01� Z SHEET NUMBER S O 1,. CEMETERYkLAN d VICINITY MAP S.C.I. 766 GIBRALTAR#: 1698 2 OF 10 BENCHMARK ELEV.=42.92 N&D #5383 LI5 }2 i ■ t SURVEY LIh41I SPRINKLER V HEAD n ° Jro-^ po k k 39 SPRINKLER HEAD 00 v� r- 1' o° w k kv 12" aPALM v' \ a� n ° CON6RETE WALK a , rvt_Y a I T a� L,C>CN:t'IC?N MAP NTS URPOSE OF THIS SURVEY IS TO SHOW EXISTING CONDITIONS ,S'ICNATED FOR FUTURE BURIAL OR INTERNMENT 1'ACIL1"TIE,S "r.fArC AND ESTABLISHED CEMETERY. TOPOGRAPHIC SURVEY PREPARED 1701? 1YILLCR.EST ME24'ORIAL CARDENS ANDREW W. PO SHOK 110A W. HIBISCUS BLVD MARVIN L. MARDOCK P.L.S,—No 3 SUITE 403 P.L.S. No. 5007 --WEST MELBOURNE, FL. 32901 (321) 768-8110 ITE I ti i DETAIL it Ci► 30' N, LINE, t. t/4, NE 1/4 SE UM SEt. I2 \ 6' CHAIN LINK FENCE 1 S. LINE OF 0.0. 2O4 P9 207 10. % NiATNS OF pEEDO MI 1� FO. IRON N D MiCAn A �r N. is' M / 1. LINE OF'SONIMP 40,W 7.Y I, ! HE CORNER OF D.4. 41. P4. 314 , ~ b, C.I" " • f 'LAND OF PETER IDNINSNI' t.S SHOP . l2 4L 1 r y 32, to A0. 0' u CCNC. RANi PARCEL '0' en - in N \l a' W 3 � W 23, A' V "Woo 0000 DETA I L ►► D►► f I \ / �I �\ / zi- p, B, 206, PG. 207 Iy 4• CHIN LIW FENCE I O. B. 206, P, { L OrERLAPNEMT OF D S. LINE OF 0.4. 205. PC. 207- o t, r MAIN LINK FENCE Ci 7, Y K LINE OF D.6. 209, PC. 332 N. L1 S 114NE t/ SE !! SEC. !2� 664' 26.2' gvEAIAPAENT OF pEEgS S. LINE OF 0, L 206. PC. 207 I / PARCEL ' D' I PARCEL ' C d d 14 0000 DETA I L 11 E11 I Q' \ l 0. B. 206, PG, 207 \ yc �, 04 1 Iw Sly` ,1D i' CKAIN LINK FENCE` 39.3Y ..IA56' 4e za u' .0 S LINE OF O.a 206, P6. 201 \\ ` \1 it ' PARCEL ' C' DESCRIPTION PARCEL "AN FROM THE SOUTHEAST CORNER SECTION 6, TOW 40 EAST, RUN NORTH ALONG THE SECTION LIN OF BEGINNING; THENCE TURN AND RUN WEST P OF SAID SECTION 6 A DISTANCE OF 389.5 FE LINE OF U.S. HIGHWAY No. i; THENCE TURN ALONG SAID EAST RIGHT-OF-WAY LINE A DIST TURN AND RUN EAST 0.5TO SAID TURN AND RUN SOUTH6A40NGFEET THE SECTION LAIN BEGINNING, DESCRIPTION PARCEL " B" I P 34 SOUTH, RANGE 1.3e FEET FOR A POINT LEL WITH THE SOUTH LINE 0 THE EAST RiGHT-OF-WAY RUN NORTHWESTERLY OF 902.9 FEET; THENCE NE OF SECTION 6: THENCE 5,81 TO THE POINT OF FROM THE SOUTHWEST CORNER OF SECTION 5, TOWNSHIP 34 SOUTH RANGE 40 EAST, RUN NORTH ALONG THE SECTION LINE 481.38 FEET TO YHE POINT OF BEGINNING; THENCE. TURN AND RUN EAST A DISTANCE OF 786.4 FEET TO A POiNT ON THE WEST RIGHT-OF-WAY LiNE OF FLORIDA EAST COAST RAILWAY 481.38 FEET NORTH OF THE SOUTH LINE OF SAID SECTION 5; THENCE TURN AND RUN NORTHWESTERLY ALONG THE WEST RIGHT-OF-WAY LiNE OF FLORIDA EAST COAST RAILWAY A DISTANCE OF 913 FEET; THENCE TURN AND RVN WEST 477.3 FEET TO THE WEST LINE OF SECTION 5; THENCE TURN AND RUN SOUTH INGNTG THE HEREFROMTROIGHT'OF-WAY.FOR61 FOLD DIXIETHE HPIGHWAY F BEGINNING, EXCEPT- , DESCRIPTION PARCEL. 11 CII FROM THE SOUTHWEST CORNER OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN NORTH ALONG THE SECTION LINE 1337.19 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG THE SECTION LINE A DISTANCE OF 334.29 FEET; THENCE TURN AND RUN EAST 381.5 FEET TO THE WEST RIGHT- OF-WAY LiNE OF THE FLORIDA EAST COAST RAILWAY; THENCE TURN AND RUN SOUTHEASTERLY ALONG SA10 WEST RIGHT-OF-WAY 355.05 FEET; THENCE TURN AND RUN WEST A DISTANCE OF 477,3 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM RIGHT-OF-WAY FOR OLD DIXIE HIGHWAY, DESCRIPTION PARCEL N D11 FROM THE SOUTHWEST CORNER OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN NORTH ALONG THE SEC ON LINE 13'57.19 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG THE SECTION LiNE NORTH THEINORTHEAST 355"'THETLANDEOFUPETERAND SOWNNSKS ASB3.4 FEET DESCRIBEQTO iN DEED BOOK 94 AT PAGE 316 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA: THENCE TURN AND RUN SOUTH ALONG THE EAST LiNE OF SAID SOWINSKi LAND A DISTANCE OF 320 FEET; THENCE TURN AND RUN WEST ALONG THE SOUTH LINE OF SAID SOWiNSKI Z51.7 FEET TO THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY No, is THENCE TURN AND RUN SOUTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY A DISTANCE OF 25.1 FEET; THENCE TURN AND RUN EAST 630.5 FEET TO THE POINT OF BEGINNING. DETA I L ►► Fil 1" � gyp, �-.. � �'• IN 104 ** I PARCEL ' E'\\, y fM,29Z yc 1 0t 230 S. LiRE OF SEC. 6 " �CtlMC MOB` 16 23 �31' SO. �S' \. 40 S tk \ NOT INCLVOEO 1 \ BOUNDARY SURVEY PREPARED FOR, SERVICE CORPORATION INTERNATIONAL SURVEYORS CERTIFICATE DES1CR I PT I ON PARCEL It E" COMMENCING AT THE SE CORNER OF SECTION 6, TOWNSHIP 34 SOUTH. RANGE 40 EAST, RUN WESTERLY ALONG -THE SECTION LINE OF SAID SECTION 6 A DISTANCE OF 178,90 FEET, MORE OR LESS, TO THE EAST RIGHT -OF -HAY LiNE OF U.S. HIGHWAY No. 1; THENCE RUN NORTHWESTERLY ALONG THE EAST RIGHT-OF-WAY LINE OF U. a, HIGHWAY No, i A DISTANCE OF 266. 66 FEET, MORE OR LESS, 'TO A MONUMENT, SAID MONUMENT BEING THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE NORTH- WESTERRLY ALONG THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY No. A A DISTANCE OF 282.36 FEET, MORE OR LESS, TO A MONU- MENT; THENCE RUN EAST ON A LINE PARALLEL TO THE SOUTH LINE OF SECTION 6 A DISTANCE OF 341.23 FEET, MORE OR LESS, TO A MONUMENT ON THE EAST SECTION LINE OF SAiD SECTION 6; THENCE CONTINUE EAST ON A LINE PARALLEL TO THE SOUTH SECTION LINE (OF SECTION 5 A DISTANCE OF 795.27 FEET, MORE OR LESS, TO A ]MONUMENT ON THE WEST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILROAD; THENCE RUN SOUTHEASTERLY ALONG THE WESTERRLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAIL- ROAD ,A DISTANCE OF 511.82 FEET, MORE OR LESS, TO A MONUMENT: THENCE RUN WEST ALONG THE SOUTH SECTION LiNE OF SECTION 5 A DISTANCE OF 618.52 FEET. MORE OR LESS. TO A MONUMENT; THENCE RUN NORTH ON A LINE PARALLEL TO THE WEST SECTION LiNE OF SECTION 5 A DISTANCE OF 214. 35 FEET, MORE OR LESS. TO A MONUMEENT; THENCE RUN WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF SAID SECTION 5 A DISTANCE OF 346.40 FEET, MORE OR LESS. TO A MONUMENT ON THE WEST SECTION LINE OF SAID SECTi1ON 5: THENCE CONTINUE WESTERLY ON A LINE PARALLEL TO THE SOUTH SECTION LINE OF SECTION 6 A DISTANCE OF 251.66 FEET. MORE OR LESS. TO THE POINT OF BEGINNING; SAID LAND LYING AND BEING IN SECTIONS 5 AND 6. TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. SUBJECT TO EASEMENTS, RESERVATIONS AND RIGHT-OF-WAYS OF RECORD, DESCRIPTION PARCEL N FII B50INNING AT THE SOUTHEAST CORNER OF SECTION 6, RUN WESTERLY ON SECTIiON LINE 179.78 FEET TO EAST RIGHT-OF-WAY OF U. S. No. 1, THENCE NORTHWESTERLY ON AIGHTsOF-WAY 26.43 FEET, THENCE EASTERLY AND PARALLEL TO AND 25 FEET NORTHERLY OF SOUTH SECTION LINE 150 FEET THENCE NORTHWESTERLY AND PARALLEL TO SAiD RIGHT-OF-WAY LINE 200 FEET, THENCE EASTERLY AND PARALLEL TJ SOUTH SECTION LINE 448.22 FEET. THENCE SOUTH AND PARAIA.EL TO WES' LINE OF SECT i ON 5, 214.35 FEET, THENCE WEST 346.4 FEET TO POINT OF BEGINNING, LYING AND [DIEING IN TOWNSHIP 84 SOUTH, PAIA16 40 EAST, ST, LUCiE COUNTY. FLOR I!DA. SURVEYORS NOTES i. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR EASEMENTS, MURPHY ACT WDEEDSEORROWNERSHVATIONS IPRESTRICTIONS, ABANDONMENTS, ZONING, 2. THERE MAY BE ADDITIONAL RESTRICTIONS THAT 00 NOT APPEAR ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, IFLORICA 3. 'THE DESCRIPTIONS SHOWN HEREON ARE IN ACCORD WITH THE DESCRIPTIONS AS PROVIDED BY THE CLIENT. 4. A REVIEW OF THE DEEDS PROVIDED BY THE CLIENT INDICATES AN AREA OF IWORTHSOFNTHEONG NORTHEBOUNDARYLLi14ESNANDIES DEEDSTOFEN DEEDS PROPERTY0SOUTHPERY OFT THE INIQRTH BOUNDARY LINES AS SHOWN HEREON. 5, 'THE MA I NTENANCE R I GHT-OF-WAY FOR OLD 01 X I E H I GHWAY C S. R, 6051 I S [BASED UPON THAT MAINTENANCE RIGHT-OF-WAY RECORDED IN PLAT BOOK I% !PAGES 22 THROUGH 22E, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA SAND FURTHER, ST. LUCIE COUNTY RIGHT-OF-WAY DEPARTMENT INDICATES THERE iS NO ADDITIONAL RIGHT -OF -NAY FOR OLD DIXIE HIGHWAY. 6. `THERE ARE ADDITIONAL IMPROVEMENTS WHICH ARE NOT SHOWN AT THE (CLIENTS DIRECTION. 7. IUiNDERGROUND UTILITIES ARE NOT SHOWN. 8. IREPRODUCTIONS OF THIS SKETCH AFE NOT VALID UNLESS EMBOSSED WITH ]RAISED SURVEYORS SEAL. 9. )M. DENOTES MEASURED FIELD DIMENSION 10. DENOTED DEED DIMENSION I HEREBY CERTIFY that the attached Map of Surw ey of the hereon described property is True and Correct to the best of myr knowledge and belief as surveyed In the field under my direction on �',•., �' '•6`a, I further Certify that this survey meets the Minimum Tec:hnlcai Standards set forth In Rule 21HH-6 adopted by the Florida Board of` Land Surveyors, pursuant to Florida Statute 472.027. There are no above! ground encroachments other than those shown hereon, subject to the qualit'ications noted hereon, Dated thl5 . day of i9 ,42 z4rida Registration NO, -,=4 ,.,,.. Signed for the Corporation of: Albritton, Fowler & Kirby, Inc. ALMR D 77N, MLRR & a 0 M7 , O N , 608 NORTH US HiGHWAY 1 FT. PIERCE, FL 34950 ( 7) %4"0001 C4073 464.9621 VERO (4071 562-4744 LA SHEET i OF 2 i •7 w f 3 w w w...w*� w wr w�.• w w ww�•.ww • P. OCa 11, *K I/t PG. I-W48 IN POST' F%Wl 0 I el S"�dC1I od zr Z., ZZ alll I,Y ow,t 4i' A IrJ`-'.'^ a1M46'37'f 49ti0T' x t i1/4,NE 1(4. � i//. SEG (W COIL F t/4. WE 1/4. SE 1/4, SEC. It i . _I A" COI. OF NE 114. SE W. SEC- " . 07 R Q. B.. A. 9. 9a, PG. a LIKE OF LL 20I, PO. 247 \1 USf 1 p CNAIK LINK FEKCE ..-r "�•• S86'2la8314 378. OO' IL "1•• wow ,. w $4V4V3rE 452.60' K. A 0. \ \� NE CORNEA OF D. 6. !4. PO. 316 I^ 'LAND Of PETER SOWINSKI' SEE DETAIL ' C' M1I �,Mtiw�NI+pF� f D. B. 94, PG. 3iti, .0 "L'AND OF PETER SOWINSKII, PARCEL "Du NOT INCLUDED Mv " as 2",P6,332 so r # =' N `. \\ a ` LINE aF •S0KIK9XI LAND' +i1 344 4" 0. IISINI4'33"K 34453' K, 1 248, 24' M. 251.7' D. M 1 ( 5818' $30.6;62p 61' A SEE ADD TA14 ' A• \ SEE OETk "B' P. 0. B. PARCEL ' 0' MAINTENANCE R/W TABULATION OFFSET LEFT BASELINE STATION OFFSET RIGHTEAST \ WEST \ 14 5' 291+00.00 12.5' is. 0' 292+00.00 11, 5 \ 1 \ 1.' 293+00.00 i0.'v ` 175 . ' 294+00. 00 it, 511 } i2, 0' 295+00, 00 11.51 17.0' 296+00.00 9.5 0. 0' 297#00.00 9.0' ` 17, 0' 298+00, 00 10. 0't:.A vd� 15.0' 299+00, 00 11, 5' is01 300+00. 00 to. 01 1 is.. a, 301+00.00 9.51_r�+ "t is.9' 302+00.00 10.5. \ /� C� �,._ �'' PARCEL II An i5.5` 303+00.00 i1.5* : ` 9 f� .+"s:. 16,5' 304+00.00 11.5� ;•.1 �• o Q n.a 249, Pa x32 i6.0' 305+00.40 10.01 1.•�'( y,. 307+00.00 7. 5, is, 5' 307+00.00 15.5' 308+00.00 9.5' 16.51 309+00. 00 10, 5' 0,5' 310+00.00 9.51 , 22.0' 311+00.00 8.0 >F ACREAGE TABULATION PARCEL 'A' CONTAINS 9.4479 ACRES PARCEL '8' CONTAINS 12.6950 ACRES PARCEL 'C' CONTAINS 3.3715 ACRES PARCEL•10' PARCEL'E' CONTAINS CONTAINS 3.0183 9.8219 ACRES ACRES PARCEL 'F' CONTAINS 2.1036 ACRES GROSS ACREAGE 40.4579 ACRES LESS NAINT. R/W CONTAINS 1.0930 ACRES NET ACREAGE 39.3649 ACRES • N W E r.. \1 DATA L All T / ,.,•' 689.55'4rE 38�I9' M %4 ( «"'t toyr \ 10� � .. L LINE of Le. 206, Pa w7 ` �, -'' 1 30 \ I gt�• 9, \~ •a`• 4 SCALE; V '" iUOr 'LAND OF PETER SOMINSKI' Irvme +i� PARCEL CItof � 3. LIKEOF•S0111ouI1A10" COVESEaPaICK I a 11, 20% Pa, 332 �p o a 3..34'., 19.0' 119.0' i n c' iY 5�. 6 a 1 PARCEL ' o' \ s lw x L . l Q - ( C.O.S. OFFICE SLOG ^+ P.O. B. PARCEL ' C' ; gtM\\ , 1 * 57, 5' j I t \ lei, 71 NOV55'41'K AlAr It y ws COYEAED Pon ro 1 i call,• Ant is M ' i ✓' `� "`C"" ��,�►' Q%'c' PARCEL 'A' y 1 T DETAIL'D' V�Q° cq 0-40,'«"'A"`*... ••�100, FILE COPY rs`r moo, c� 30p`, cl -'r�� �� a DATA f 1. D PARCEL K C'u ySM \ \own u,' D. D. 209, Pa 332 1 p 1' LYp bt ��•\Wc3 'LAND OF PETER SOWINSKI' \ PARCEL' D' 1 KOITKEIaY UNITS OF OIAYESITES ��0 S 11NE OF •SOKIKSNI LAW a KEAOSTOKEs ' F 1420' x LINE OF PARCEL •A' I� / Fa CA 4, 3r a, 4, s0' a / i PARCEL 'A' / -511� * \ T e P. 0. B. PARCEL ' A' ,,.' P.O.B. PARCEL 18, \ ` `w. , �" 0' .•' / N89'44 33'M 333 24' SO9'S6'4�7"E %A Ir K. 34L 23' D, • \ 1 + :`} is c x 4.Is' x LEGEND M, • MEASURED AND CALCULATED DIMENSIONS { • \L Al \ `` W 131 LLJ I uj C)CC) I � � w ♦ /ry. VI MI •s,7• pl ^,�. I t.I"' ca L, u c•, c ,r w Id mQ k 0.10 CD ! z �M I 1 FO, 4 x i.79• EN' FD. I(2' PIPE 0.04'N., L4r 6 PARCEL W EI" sty. �� ' I aR a° Iye, PO, I323 608 NORTH US H I GHWAV 4 D. +DEED DIMENSIONS 1 �: "" P. 0. B. PARCEL "f*'` \r� FT. P I ERCEA. FL 34950 1 BEY IROK #Op M(OAP C.M. CONCRETE MONUMENT / �I Fa C.K. I.Sa K 2.45' 1. (4071 • 464-9621 VERO f 4071 562-4744 25l 66' 0. 344 40' a. FO, C.K. a 13' x. 4.74' 1. ,w y.1ds r i W9'S6 4r W 344.63' x i FD, • FOUND �• „� Ke4' 44' 33' K 250. 83' x ,,,, \ y� dry \ 15a.00 101fir 44L22' IL � 1 P. 0, C. - • POI NT OF COMMENCEMENT �* 1 1 � Stb �� P.D.B. • POINT OF BEGINNING PARCEL 4 �°ati '��'• . wp . "F" '` \ �' \ ;..~ �• �G� CAL ssa. Pa. 1553i j I 4; SECT ION 50 T, 34 S« + R. 40 E, SECT ION 6, T. 34 S, , R. 40 E. ► .�\ ~� \ \� i5D. 00' M. & A. I P.O. S. PARCEL ' F' CFO, GK LAYS., l.Sr K. '•, iWar' s I F SE 34 4D 344 4' a. ',. SIa 5r a 1/4 CORNEA , S$9' 44' 33 £ k: % 344, sr x 817. 70 x 3! 2 ; . LINE 0 C 5- • S. LINE OF SEC. 6-34-40 Ia5.7r IDS, 7r "SWO o u / .. 179 179, 85' D, ♦ S, LINE OF SEC 5-,0, 4 - $$2 56 ` " 50. 6 ` 347.13' N 8 9 4 4 3 3 W � Fa C. K„ I/a t/I tORNEI \' \ ''• sIcoRroIsG s, T, 34 s. 14n E S000 55 ' 47 E SEE DET1sAll«'F' ,41,,yhtS.x COIL OF SEC. 5. L 34 S., R. 40 E �'P SECTION 8, T, 34 S« , R« 4�% . ' ' �` I PARCELS AA BA C' D' AND ' E' .� SECTION 7, To 34 S« , R. 40 E, , : , , 4*f P. A. C. FOR FwL� i i `' ` \ e '1 •• ' Opp I A I^r' • . ..vr..:.++..+.....r..-«w..*..n• ... .�... ..r... ..r.« •.+ w+wAY+.'... 'r^n' +w+yri'"'."'•.. ...riw.r._...w,n,.r.u+. ��...• SHEET 2 OP 2 N � THESE PLANS AND ALL PROPOSED WORK (nw " ARE SUBJECT TO ANY CORRECTIONS Li m REQUIRED BY FIELD INSPECTORS THAAAA w: MAY BE NECESSARY IN ORDERTO _ m o W t _ COMPLY WITH ALI. APPLICABLE CODES, z Y a IT�� w Q w ~ a_ a S Ld w a w o c�-115 OWNER'S REPRESENTATIVE ARCHITECT GENERAL CONTRACTOR FILE COPY JOHN CESMIROSKY, DIRECTOR OF CONSTRUCTION SCI MANAGEMENT CORPORATION (DBA SCI FUNERAL SERVICES OF FLORIDA, INC) IS29 ALLEN PARKWAY HOUSTON, TX 110n 113-525-9089 LARRY B JUSTICE, ARCHITECT FLORIDA LICENSE *17559 1315 WEST LIBERTY AVENUE PITTSBURGH, PA 15226 412-511-5516 Just Ice-sma tthews int Isom CHUCK YOUNG, PROJECT MANAGER GIBRALTAR MAUSOLEUM CONSTRUCTION CO. 1315 WEST LIBERTY AVENUE PITTSBURGH PA 15226 412-398-4998 OR 600-066.62671 ST. LUCIE COUNTY P REVIEW p - -C>y3> BLDG:.-/v DATE: %727-AA ELEC: DATE: PLUMB: DATE:.. MECH: - DATE: DRAWING INDEX DRAWING No. SHEET No. DRAWING TITLE T1 I TITLE SHEET AND INDEX SP1 2 CEMETERY PLAN 4 VICINITY MAP SP2 3 ARCHITECTURAL SITE PLAN AI 4 ELEVATIONS 4 MATERIAL LIST A2 5 CONC, ROOF PLAN 4 DETAILS A3 (o CRYPT / FLOOR PLAN 4 DETAILS A4 -I BASE SLAB / 511)EWALK AN 4 DETAILS A5 S FOOTING / BELOW GRADE PLAN 4 DETAILS A6 S WALL SECTIONS A7 10 TYP. STRUCTURAL DETAILS CRYPT COUNT PER -LEVEL *+ (6) LEVELS CASKET SPACES TOTAL 7140EM 12 (12) x 6 HI = 12 x (2) = 144 144 NNGLE 12 (12) x to HI = 12 x (1) = 12 12 TOTAL 216 NICHE COUNT 16WxroH= --96 DF-51GN LOADS FROM FL BLDNG CODE 2004 CRYPT FLOOR LIVE LOAD: 35 P.S.F. ROOF LIVE LOAD: 20 P.S.F. ROOF DEAD LOAD: 100 P.S.F. WIND LOAD: 1. BASIC/ 3-SECOND GUST WIND SPEED: 120/140 MPH 2. WIND IMPORTANCE FACTOR FOR CATEGORY IV: Iw 0.51 3. WIND EXPOSURE: C 4. COMPONENTS 4 CLADDING WALL LOAD: 35 P.S.F. PROJECT DATA FROM FL BLDNG CODE 2004 OCCUPANCY GROUP: 5-2 LOUD HAZARD STORAGE TYPE OF CONSTRUCTION: IIB STEEEL-REINFORCED CONCRETE FOOTPRINT: TOTAL 867 S.F. ROOF AREA: TOTAL = '303 S.F. SIDEWALK (UNDER ROOF): TOTAL 36 S.F. TOTAL SIDEWALK: TOTAL 1,224 S.F. PARKING (IF ANY): TOTAL IMPERVIOUS AREA "NEW HARD SURFACE": TOTAL = 2,0V S.F. PROPOSED USE OF STRUCTURE: ABOVE GROUND ENTOMBMENT IN A GARDEN MAUSOLEUM (ALL OUTSIDE CRYPTS) IN A GRANITE -CLAD, STEEL -REINFORCED, POURED -IN -PLACE CONCRETE STRUCTURE w/ NO HABITABLE SPACE. TERMITE NOTE: THE 15UILDING PAD FOR THIS STRUCTURE SHALL HAVE A PRE -CONSTRUCTION TREATMENT FOR PROTECTION AGAINST 61,15TERRANEAN TERMITES. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE ST. LUCIE COUNTY 6UILDING DEPARTMENT CONTAINING THE FOLLOWING STATEMENT: THIS BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES 4 LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE ; CONSUMER SERVICES. � N W N hW-�Z'- _ ¢§, J UAW 0 Wmz w- ��� J W = . ai 3 o d crL� U') D M V) a o u� z r z z W W Uj v JQ w'p cam zzoc~a Li a ~ n 0 w g 0 to � CD U V) z z a C Z O W Z~ V m o 0 N O 'd U W O WO a� a vwitw Li zwn -W ocLn In p w WN- d W w w o w w O� x x a W U-)UoLo(o(D 000000 p N N N N N N 4 Q o o E :2 .- d' O) M r 1 O n ,- Cn �`— z W Q Z) ry LIJ co --� = M (D p " ry 7- 0 6 O O— W �G I- C) n I-- C w D" �.' W co o I L �-- Lyo .zo SHEET NUMBER T1 TITLE SHEET d INDEX S.C.I. 766 GIBRALTAR#: 1698 1 OF 10 (Undeveloped) 2.18 ACRES EXISTING OFFICE 24&.24s ra , , t � irking , \ Masonic tt\ 1\ \\ 2 l (Trailer Park) EXISTING FUNERAL HOME r roly 4 Faith Masonic 1 1 W Devotion 2 0 Memories EXISTING MAINTENANCE AREA 20' Building Setback Line r r 20'90' 381.19' \ /j r no r rr i \ I � \\ \ Muslim \\ \\ \ \ \ \ \ , v \\\ \\ \ \ \ (Undeveloped) Prophets \ Hope 0 a \ \ \ \ \ \ \ 1 QJ \ \ Garden of \ \ \ Prayer \\ \ \ \ C DIGNITY GARDEN \\ \\\ \ \ Peace 0,MAUSOLEUM *I \ \ SEE 5P2 \\ \\ r \ \ 0 ristus2 0 O \\ \ ♦ \ \ —Feature EXISTING HILLCREST \ MAUSOLEUM \\ \\ \ \ \ Undeveloped \\ \\\ \ \ Parking-41 \ \\\ \ \ r�lr� 1,142.17' Property Line ekiVgStaa C;=M;=T;=RY PLAN ii GRAPHIC SCALE ( IN FEET ) 1 inch = 100 & IfFiM v 4r1 14--14­1�I II til VI\I IP911V1`4 TOTAL ACREAGE: 1 1, B 1210.40 SF. 4126 ACRES BUILDING COVERAGE: 40,584.10 SF, 0,93 ACRES 226% IMPERVIOUS SURFACE AREA: 210 al,13 SF. 4.83 ACRES 11_11 DIGNITY MAUSOLEUM "I: S67 SF. PIN: 1405-320-0004-0ro0-1 W :E a' M o In w zZ W U m � w D d O V) o W�f_mo Z [� o�00 W o W � o r w w �Q�� 000 N N N Lil dom d' M c O U) W b W� J Q r csa vv::) V J = M <. 0 Q Q re, I- 0' 05;0 o 0 �-- W I ry n F- 0 c w a �.. W occa U_ r. ry/ �L-j SHEET NUMBER spi CEMETERY PLAN B VICINITY MAP S.C.I. 766 GIBRALTAR#: 1698 2 OF 10 �mmommrm OPTIONAL CpNNECTINGrSIDEWAI t SILT FENCE DETAIL SCALES N.T.S. 12" &Q� PALM r2o 14• PALM hry FN W BENCHA(ARK ELEV.m42.8< - • #5383 @ k wN k~ ktN kM^. m m m F'�•I k� tEXISTING +�, "o Vf SPRINKLER HEAD 4f- SURVEY LIMITS r m OR m m eo SPRINKLER HEAD W m m r Y m m m m D D N Lu W Z Y d ti � _ w + +4 fp -f- M I 14'MR DIA PvC ROOF DRAM =_FLOW #' PER Fr. BLOPE TO DAYLW yy I kp YERIFY DIRECTION 1 LOCATION — A; II lI T/ LEDGE 'ELEV. +(0'70') t 4W' ^h C SIDEWALK PERIMETER k~ ELEV .-&-P) / Z42' 3--- 34 -4- " CONNECTWs SIDEWALK F 4°'. c - d d • E>U'`�Kfl• C01!CREt -WALK d .' a Q V d kh^ FILE CON N W N 5 u) Li ~0)w� of r, rl J L0 0 Ln w W I () m Z Lu (nU) -jZtn �Wi-a I �WLAO g Mm �a w � � to o cn Z �y W W CAI 3 D W7 3 W d C) W af Lai x F- O J D IL a 0 wU m = Z Q U a ¢J :D WOf W� a� o w z� Z Z N z o ti o 0 W R' Z m (.) O N L ¢ W i Z W W aanI¢-(nQDwQQnTaan J 0 O ( yn L J W W W D W W W to (D tD O O O O O 00 O O O N N N N N U W w C ¢ ¢ O D W :2 D 1�t m 0 .- %V y 1p Q LijkMN W 'd < �9 a .N d W J Q a Q .— ¢ c>J rn U) J can 4M� d F• < . ry ' Q ARCHITECTURAL SITE PLAN DERIVED FROM TOPOGRAPHICAL MAP FROM: AAL LAND SURVERYING SERVICES, INC. 1103 W. HIBISCUS BLVD Q ui = 0 _ L L v. SUITE 403 VEST MELBOURNE, FL 32901 O W 1— U 5/4/2006 C3 �Cn d �y 1� Z Q o >_ WNOTE5: tL d LL ZJI. AS THIS IS THE FIRST PHASE OF AN EVENTUAL GARDEN MAUSOLEUM COMPLEX, ..,� � LAYOUT OF THIS STRUCTURE IS CRITICAL AND MUST BE VERIFIED %J, .r J WITH CEMETERY MANAGER, OUQIER'S REPRESENTATIVE, OR SITE ENGINEER ' PRIOR TO CONSTRUCTION. I 2. STONE SHELF ELEVATION, 4(0'-0"), EQUALS SHELF OF EXISTING. ARCH TIC 11.4��J... SITE ���N L ,bh C 4• SURVEY LIMITS ( IN FEET ) I inch = ID fL SHEET NUMBER SP2 ARCHITECTURAL SITE PLAN S.C.I. 766 GIBRALTAR#: 1698 3 OF 10 S MATERIAL LIST (VERIFY) REFERENCE No. DESCRIPTION COLOR/ TEXTUFM Cl) METAL FLASHING WHITE (MATCH EXISTING) 2 ELF.$. 'ExtERIOR CCNCRETE FINISHING SYSTEM' U) 41TE (MATCH EXISTING) 3 2cm THK GRANITE CRYPT FRONTS ROSA PORRINO (MATCH EXISTING) 4 2cm THK GRANITE NICHE FRONTS ROSA PORRINO (MATCH EXISTING) 5 2cm THK GRANITE PANELS BALMORAL RED (MATCH EXISTING) 6 2cm THK GRANITE TRIM BALMORAL RED (MATCH EXISTING) POLISHED METAL FLASHING O .L41 -M 1 1-11-1/ F S. SYN. "STUCCO" O CONC. FASCIA T/ FASCIA ELEV. +ov-'I"J _h T/ FASCIA c ccv ✓ w--lln 0 .. ..... D. D QT/ LEDGE ELEV. 4(0 1-0") DASHED LINE INDICATES FOOTING BELOW _ DHGT-APPLIED L - - - - - - - - _. __ __ __.._ ._ _ -. -- _-- _ .__ __ _. -. -- -.-- - - ._. _ ._ .__ .__ _ ._. _. __ _ __ _._ _._. _ _ _ _ _ _ _ _ h B/ FOOTING - I12" EMERGENCY „ u 2cm THK POLISHED 7 2cm 7HK POLISHED GRANITE 3 __ r _ _. __. _ .__ __ .-- -_ _.. ELEV.-(I'-b") METAL FLASHING 0 - SCUPPER E.CFS. M STUCCO 2 GRANITE TRIM CRYPT FROIQTS 1/ ON A IA T/ FASCIA WE5T ELEVATION (61DE) ELEV. 4i6'-'1") T/ FASCIA SCALE: 3/8" " P-0" i! ELEV. 4fl5'-'I") NOTE: EAST ELEVATION 18 A MIRROR IMAGE OF WEST ELEVATION. (SHED EDGE T/ (� I ELEV. +(0'-09 DASHED LINE INDICATES FOOTNG BELOW _ __ _ ._ B/ FOOTING - -- _ - - - - )IRECT-APPLIED � ELEV.-(I'-6") E.CFS. SYN. '(STUCCO" 2 / p'^� j ON GONG. WALL NORTHELEVATION l EN¢.J SCALE: 3/8" " 1'-011 IDII�I N51ONAL 570NE 114T R1AL Lc157 METAL FLASHIW-i 0 ECT-APPLIED F.S. SYN. 115TUCC011 CONC. FASCIA I T/ FASCIA ELEV. +(�AA .79 ELEV. Q _ 2cm THK. POL15HIED �✓ GRANITE PANELS ( J QUIRK MITRE T/ LEDGE _ ELEV. +(0-019 DASHED LME INDICATES FOOTING BELOW I S/FOOTING 2cm THK POLISHED 2cm THK POLISHED GRANITE GRANITE TRIM 6 NICHE FRONTS 4 SOUTH ELEVATION (END) SCALES 3/8" • P-0" SIDEWALK PERIM. SIDEWALK PERIM. ELEV. 40'49 MARK QLGgNTIT1' pfl"�ENSIONS TOTAL S.E. TYPE CLIPPED CORNERS DRILLED ENDS CU TO PIT IN MELD POLISHED EDGE (P.EJ/ G2UIRK MITRE (QM.) DESGRf PTfON ALWAYS EASE EDGES UNLESS OTHERWISE NOTED. CR`I'PT PLATE pE51CxN S SIZE PLATE BO55E-5 cENTE R To cENTE R PLAQUE HOLE D IAM. PLATE LOCATION ON SHUTTER PREDRILL SHUTTER FOR PLATES (Y/N) VASE'. DESIGN 4 SIZE PREDRILL SHUTTER FOR VASE (Y/N) LAMP DESIGN SIZE PREDRILL SHUTTER FOR LAMP (Y/N) CHECK EITHER (F) or (L ) FIEsER OPTICS OR LOUT VOLTAGE WIDTH - HE ICGHT A 141 (3 EXTRA) 35 3/6" 28 7/8" 1,042.6 5F. CRYPT FRONT X ROSA PORRINO (MATCH EXISTING) E3 25 (1 EXTRA) 31 3/8" 31 3/811 MI.0 SF. NICHES FRONT X ROSA POWND, SCORE (4) EQUAL SECTIONS (MATCH IDOTINr) SF. C 13 0 EXTRA) "46 9/16" 35 5/8" 166.E 5F, FIXED PANEL (2) EACH END E5ALMORAL RED (MATCH EX15TING) D 60 (2 EXTRA) 4211 611 105.0 SF, HORIZONTAL TRIM IUEACH END X (5)PIE(ESwIN61PE4(WPIECE6w/(I)VZ BALMORAL RED (MATCH EXISTING) E '5 (1 EXTRA) 4 3/16" 43 3/6' 1IA 5F, VERTICAL TRIM (1) EACH END (9) PIECES w/ (U 433/a' POLISHED EDGE E5ALMORAL REED (MATCH EXISTING) F 9 (I EXTRA) 15 Il/1611 43 3/6" 42.6 S.F. VERTICAL TRIM (2) EACH END (5) PIECES w/ (1) 433/a" QUIRK MITRE E5ALMORAL REED (MATCH EXISTING) G 5 (1 EXTRA) 13 15/16" 41 1/511 22.S 5F. VERTICAL TRIM (2) EACH END (5) PIECES w/ f) 411/a" QUIRK MITRE SALMORAL RED (MATCH EXISTING) _ 348.5 SF. TOTAL 1 1;562.3 5F. 1. DRILLED 3/16" DIA, x I? DEEP DOWEL HOLE IN CENTER OF ALL ENDS OF TRIM PIECES. 2 TRIM EXCEEDING 12" IN WIDTH SHALL HAVE (2) 3/16" DIA. x I? DEEP DOWEL HOLES, 3" FROM EACH SIDE 3. ALL PIECES SHALL HAVE EASED EDGES. 4. SCORE LINES IN NICHE FRONTS SHALL 5EE I/8" DEEP x 1/8" WIDE TO FORM (4) EQUAL SECTIONS. 5. DRILLED DOWEL HOLES FOR PANELS 4 VERTICAL TRIM ARE PLACED ON TOP 4 SOTTOM AND FOR HORIZONTAL TRIM HOLES AIRE PLACED ON THE RIGHT 4 LEFT 51DES UNLESS NOTED OTHERWISE. fn Y W m O m Li uJ w d 0 2:En U w w 0 1 111 co W N 1_ Z f S S W Q c'aodzco Q r} J u p� U w WN�� r, va Nm N W t j � W CL mJ}wt �uto� M m a. o w c> z z W 3 W Z J W U U dd � w _-J D 0= d 0 U N Z OIx w in w w 0 z v Z 0 O Ow $3 U O O a J o _ Z 0 w J w J 000 W d CD a 0 m 0 0 W Z III 1_I_ W Q r 0Q < Ur Q L-00 L. = li �OC6O 7 _L- QW P c) ,� I- O LU a UJ 0 L- ry z� J SHEET NUMBER Al ELEVATIONS 4 MATERIAL LIST S.C.I. 766 GIBRALTAR#: _1 698 4 OF 10 " MIN. DIAM. PVC ROOF 'RAIN LEADER DOWN D BASE SLAB i OUT AST EDGE OF SIDEWALK EE SITE PLAN t FOOTING TYP. ROOF SCALE: 1-1/2" ■ I'-0" HP/ FASCIA STRAINER DOME BOLTED SECURELY TO CLAMPING RING, SEE PLANS FOR SITES ROOF MEMBRANE, SEE CONC. ROOF PLAN FOR DETAILS .4 APPROX) LINE OF �.� I WORK (MUD)SLAB 2 \ / I POURED CONCRETE CRYPT �- ROOF AND WALLS SEE PLAN FOR THICKNESS FOR k HIGH CORE IN LA: I Al / I \ T_ 42 ELEV. +(16'-7) " DIRECT APPLIED E.CFS. SYN. "STUCCO" 0 ON CONC. FASCIA LP/FASCIA ELEV. +115'-l"� J" GHAI ., CONT. CAULK JOINT 2cm THK POLISHED GRANITE TRIM BRONZE ROSETTE FOR BRASS ANCHOR/ HANGER ASSEMBLY/ 12cm THK POLISHED GRANITE TYPE REQID. CV-1 12 CV-2 l2 CV-3 12 CIA. HOLES PIPE CV-1 GV-2 CV-3 BASE 5LA5 TUBE CRYPT STANDARD ROOF TOP VENT 1'YR CRYFT PRFE55uRE RELIEF VENT DEiAlL 2 SCALE: 142" ■ 1'-0' A2 PRE -FABRICATED COMPONENTS AS 5UPPLIED BY PRE -FIN. CONT. METAL FLASHING CA, JOSEPH CO. FOR CRYPT VENT PRESSURE RELIEF SYSTEM. �I x 4 P.T. WD. NAILER 43 x 66" BENT BAR 0 32" O.C„ TYP. (2)'4'e 'ONT, TO BE BENT IN FIELD (VERIFY) B - FLUID -APPLIED (SPRAY) "LIQUID RUBBER" 151 ® 30 ®� AS MANUFACTURED ROOFING BY SEALOFLEX INC„ OR EQUAL d d a d. L - - - 20 FL PRODUCT APPROVAL 02144-PJ TYP. ON 5" MIN. THK CONC. ROOF DECK 4 w/ 041a a 16" MAX. O.C„ BOTH WAYS v d d 4 d - ,, d d _.A ---- _-� - v ° � jax ELEV +(14'-11') SEALER (CRYFN 2 CRYPT FROND' ROOF DETAIL SCALE: I-W' ■ 1'-0" PRE -FIN. CONT. METAL FLASHING I x 4 P.T. WD, NAILER 03 x 66" BENT BAR i 32" O.G., TYP. �y (2)04'e CONT, TO BE BENT IN FIELD (VERIFY) HPHP/CI �} 8 ELEV 3(D a _ • • ° 151 20 2ECT APPLIED - L FS. SYN. "STUCCO" A CONC. FASCIA a d d: d 31)' I. -Oil 'v a d. LP/ FASCIA d ELEV. +(15'_-1") a a v v a d i" CHAMFER • d . v v ° • 4v a DRIP EDGE C - - - - - `"--- -- ----- ------ d a 4 v v' 4 3 HP/ FASCIA h )ID -APPLIED (SPRAY) "LIQUID RUBBER" ELEV. +06'-lI ) MBRANE ROOFING SYSTEM MANUFACTURED BY SEALOFLEX INC. OR EQUAL PRODUCT APPROVAL'2144-RI DIRECT APPLIED P. ON 5" MIN. THK CONC. ROOF DECK E,CFS. SYN. "SUCCO" 04'6 6 16" MAX O.G„ BOTH WAYS ON GONG. FASCIA LP/ FASCIA ELEV. +(IV --III) •" CHAMFER•-� CONT. CAULK JOINT j, ELEV. ECT-APPLIED v P.I P. 6" CONC. WALL P.I.P. 3? CONC. WALL F.S. SYN. "STUCCO" SEE SHT. Al, 10 OF 10 SEE BHT. Al, 10 OF 10 d CONC. WALL FOR REINF. FOR REItF. (CRYPT) 6" ,ENDWALL ROOF DETAIL -i SCALE: 1-14" ■ I'-0" m THK POLISHED 3}" O.H. SCREENED ROOF CAP "54ANh, LIMA FIN. CONT. METAL FLASHING 3l'-9" i A6 1-------------------------- ---------------------------------------------�1 SCREENED ROOF VENT CAPS p ii I \ FOR CRYPT VENT SYSTEMS o tr TYR (12) LOCATIONS ~ nL I SLOPE TO DRAIN J SLOPE TO DRAIN FT, PER FT. I j J 0 o \ 0 I 12" EMrzf;r5ENC�,6CUPPER r I i ®ELEV. 15'-'I" . z j` FLUID -APPLIED (SPRAY) "LIQUID RUBBER" I MEMBRANE ROOFING SYSTEM 4 �+ f^ A$ MANUFACTURED BY SEALOFLEX INC„ OR EQUAL \ { I FL PRODUCT APPROVAL 02144-RI T I wit f f TYP. ON 5" MIN THK CONC. ROOF DECK f w/ 04'a o 16" MAX. O.C„ BOTH WAYS /f I j ij ..., o Jr/ o 0 / 12" DIA F9.MTIG DOME ROOF DRAM /f 1 I I (EMPOCO/ J.R SMITH OR EQUAL) / w/ 3" MR DIA OUTLET, TYP. (2) LOCATIONS I � - I T/ GONC. FASCIA I ELEV. +(I61-�1I) I 5�-------------------------------------- ------------ ------------------------- - — 1 x 4 P.T. WD. NAILER 03 x 66" BENT BAR B I6" O.C„ TYP. l2) 04'6 CONT, TO BE BENT IN FIELD (VERIFY) • v . • a 8 151 ® 30 20 d, a v 5�11 li_mll d ° 4 d ° v a d d v d - ii 4 v4 v j c �I d° d 4 v v P.I.P. 15j" CONC. WALL ° .d' SEE SHT. Al, 10 OF 10 I a FOR REINF. d (CRYPT) a ql n" 1 � It NICHE FRONT SCALE: I-1/2' ■ 1'-0" TYP. DETAIL 5O.H. O v W w w m m � Y w S Ld ¢ w p r h w d 0 U w 0 cD r N W N On -W- Z j < 5 �obQZ(D - j j J v Lo wzt�= > Uwo wm_z`--' C n J W 4 � V) 0 N _ Ld .� w m"J4 ; w LI_ .1i7- M N O rn z w w J Li 0 c1f 21 cr aw w a z w o h Q w \�pASHEp LINE INDICATES LAj\ m r z m o CONC, STRUCTURE BELOW O 0 0 s M EDcy_ cn � z r o o> z 0 w Lx: r 0 m o CONCR7 R001=FLAN � o� x o o o SCALE; 3/8' ■ 1'-0" w 0w z w w d w IJ w w w o 0� w W a 4 W of L0 0 rD (0 O O O O O O O O N N N N THESE PLANS AND ALL PROPOSED WORK Lw r m m I.ARE SUBJECT TO ANY CORRECTIONS o `� O L` L` REQUIRED BY FIELD INSPECTORS THAT'; = o t":`:' MAYBE NECESSARY IN ORDER TO COMPLYWITH ALL APPLICABLE CODES U) CONT. METAL FLASHING JID-APPLIED (SPRAY) "LIQUID RUBBER" ELEv, +(16'-7") IV :MBRANE ROOFING SYSTEM - -- -- - —_ MANUFACTURED BY SEALOFLEX INC„ OR EQUAL PRODUCT APPROVAL 02144-RI DIRECT APPLIED P. ON 5" MIN THK GONG. ROOF DECK E.CFS. SYN. "STUCCO" 04'e s I6" MAX O.C., BOTH WAYS ION CONC, FASCIA LP/� . ELEV. +115'-'III) a a" CHAMFER v DRIP EDGE c ELEV. +(14'-11") - 4 _. d • �ELS. SYN. "STUCCO, °' FLUID -APPLIED (SPRAY) "LIQUID RUBBER" MEMBRANE ROOFING SYSTEM AS MANUFACTURED BY SEALOFLEX INC., OR EQUAL FL PRODUCT APPROVAL 2144-RI TYP, ON 5" MIN. THK GONG, ROOF DECK SADDLE FLASHING w/ "4'a ® 16" MAX. O.C., BOTH WAYS d a 4 Z IL d ELEV. +(14'-11") °v P.I.P. 6" CONC. WALL SEE SHT. Al, 10 OF 10 FOR REINF. (CRYPT) li°. 3%" CONC. WALL I v, EE SHT, Al, 10 OF 10 d ! .1 _ /_II � �11_SII , 5CUFFER ROOF DETAIL SCALE: 1-14" • I'-0" �Q MR �w �� J cD 0 _ M ❑<�// ( Q < LL = �O�O Ow + G LL �Q CL 0 (o w_ a �. t!��� V J LIJ Cap LL L L) J SHEET NUMBER A2 CONCRETE ROOF PLAN 8 DETAILS S.C.I. 766 GIBRALTAR#: 1698 r✓- OF 10 THK POLISHED GRANITE 'PT FRONT t TRIM, NE LEDGE BELOW 2'-Ili" k4- / WE ROSETTE FOR BRASS :Hole/ HANGER ASSEMBLY 121_ —=IRK MITRE d ♦ a d � 111 - a•. II -lip d. . d - .♦4 RYPT SEALER ° Q CONC. WALL d' SHT. Al, 10 OF 10 t REINF. 4 n n 0 !4 V d r �14F coNc. WALL ,' N SHT. Ali 10 OF 10 2 REINF. ° a.° W n �VOrtI JZ d" d r a ' e ° 4 r da (NICHE SEALER n C�UI K MITRE SCALE; I-W = r-0" A3 n' v 4 e a DIRECT APPLIED E.CFS. SYN. "STUCCO' °, a b" GONG. WALL ON CONG. WALL SEE SHT. Al, 10 OF 10 611 FOR REIPF. 44" n 13j= SOLID t FINISH SMOOTH ° CRYPT SEALER )NT. OF E.CF.S. f a POLISHED END—,' I. 4&" iU" 2'- ROSETTE FOR BRASS 'HANGER ASSEMBLY THK POLISHED GRANITE aE FRONT / TRIM, NE LEDGE BELOW tam POLISHED GRANITE CRYPT FRONT < TRIM, ROSETTE FOR BRASS STONE LEDGE BELOW /HANGER ASSEMBLY t"""_'O!_15NEID END IDETAIL 2 SCALE; I -In' Is 1'-0' A3 ANCHOR / HANGEI2 A55EM5�Y 150METRIC SCALE; N.T.S. 3 A3 81-♦ltu Y/ 3l l_011 8,^2„ 6" (12) CRYPTS is ?'-811 +/(11)31" WALLS = W-2? H'Q iA LLI N Q ao l A6 r r A3 ^ ^ A a I 4 Lug d g L) d � Vp n'• a £ 3U1� fu $9 - Ill 0)-,� ��q _O 0 � o u� UUUx e ° o O O Lu V 9 Q a Y 4.a '4 i (OIL QI-nll i VV All °� 3�1 AI 1111 V II 81_01i ' V ,-ml, I SIDEWALK TYP. s n 4 I w TYP.P. ° ° r N � � I ° r i a ° i 2cm THK POLISHED GRANITE 2 `* ..,,, A3 J CRYPT FRONTS i TRIM iA A [9 N H Or-ol�;Z"IFT/ FLOOR PLAN. SCALE; 3/0" = I'-0" FILE caws THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THATI k MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. co F N W � ~ 0) W r OoQZco I Q — j J o In W W (n 1 UW OOZE CnN �w j WI-m 1 0 OfIo m O O G;7 Z w U (� w � rL a U J � Z Q W m D oIr z can z O W �y m p Q .S1 Z O O o w w � z w w 0 d p _j J Cr w Q d' 2' a o 0 N N N W CD m Q Q O tW 0 r— � r r O V! `- Z � W (J ry J ¢ r 4 --I = 't (D �y re {.J- �y" 1..A 0� O " LL WW O {.;.. � (D �j SHEET NUMBER A3 CR'I'PT/ FLOOR PLAN 8 pETAIL5 S.C.I. 766 GIBRALTAR#: 1698 6 OF 10 GOI OA 3T-0" 2" STONE LEDGE lu ♦ ! I I I / \\ I A6 E J. \ / E.J. IA — ��� I�— !I�---- ! Lufl II I! !! f!Boa !! I! I— ! II li !I Il it I! II Iii I! �� °II !1 !! a II i°' ._. I{ L_.._ __— cJ_.. ------------- I°I !f I°I (i-- ! I II ii II WtE II ! ! I S I (L ! ! b" MIN. THK CONC. BASE SLAB w/ 04's ® 12" O.C. BOTH WAYS IN CENTER OF SLAB I ! I ! ! ! I I ! L ON 2 S. BOLSTERS 41 48 O.C. ! ! ! ! (` -" = ON Emil POLY VAPOR BARRIER 2 � I OVER 6" MIN. COMP. GRAN, FILL ! ! ! ! I II A6 C.J. L__. �.___._1 l______ J L__.__J L._____ L---_� _____-J ! ! ! ! ! i { ! I + GJ. a --- ! !! ° !! !I ° ! !! I ! !! ! ! !°I ! 1 1 1 1 I I !! !! 11 I! I! I! I J 1 r..._- ! TA, $A6.1E/ SLAB EA). EJ. / / ! T/ LEDGE I ! \ \ ELEV. {(D'-4") MIN. }" EXPANSION ! \ CONT. BETWEEN SIDEWALK \ / 4 FOOTING / / 4' THK CONC. SIDEWALK w/ BROOM FINISH 4 FIBERMESHJ OR 6x&-UI.4 X UI.4 W.WF. 4 (U 04 CONT, IN 12" MIN. DEEP / \ / TURN-DOUN ON 4" MIN. COMP. GRAN. FILL \ \ SIDEWALK PERIM. l \ 0�/ u ELEV.-(0'-I") u l U! w u LIGHT BROOM FIN. (EJ) EXPANSION JOINT FOR CON. 6UI;;6-ACE 4' CONC. SIDEWALK w/ 4" CONC. WAL SEE DETAIL (PERPENDICULAR TO FIBERMESH OR bxb - WI.4 x UL4 w/ BROOM FINISH (CJ) CONTROL JOINT TRAFFIC FLOW) W1UM. a CENTER OF SEE DETAIL GRADE 4" CONC. SLAB ROUNDED EDGES SLOPE COOLED CONTROL JOINT a d 4 ° 4 o ° o 4" COMPACTED AGGREGATE 44 THROUGHOUT SIDEWALK TURN-DMIN : ' . ` .. ...... . BETWEEN EXPANSION JOINT$ TYf=. 51DEEWALK TUPN-DOWN E345E 5LA5/ 61DEWALK PLAN ! SCALE: 3/8' ■ 1'-0' 4" CONC. 4 a d w r IGHT BROOM FIN, OR CON. SURFACE °ERPENDICULAR TO 4AFFIC FLOW) J 1/2" VINYL EXPANSION JOINT j I (PRO -FLEX OR EQUAL) THESE PLANS AND ALL PROPOSED WOR ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THIN MAY BE NECESSARY IN ORDER TO OnmPLY WITH ALL APPLICABLE CODE; CONTfiq;;"OL JOINT DETAIL. 2 EXPAN51ON JOINT DETAI 3 A4 SCALE: 3" ■ 1'-0" A4 SCALE: 3" . 1'-0" A4 N w N hw z _ w UmQzLo aJLn U w 0 v~i(nLd mzu~i( SwF a I J W 2 d- mLLL0Z) M m d z w z � w p W — W � w n_ z U Z uJ U U Z W U = w m in O uj N z Z w m o o �i o�moo C-) w z w w W Lo � 0 �( o e w a a :o 0 ca o a o U F- m W o o r 1 0 r z W o Z) ry W /< r 0 U) .J = M D � o < Ly _ Fy 50 C6 0 LIJ P v 0 W 0 Ll- Z SHEETNUMBER /'1-T SASE SLAB PLAN 6 DETAIL$ S.C.I. 766 GIBRALTAR#: 1698 SCALE: 1-14' ■ 1'-0" "I OF 10 NOTES: I, AS THIS 15 THE FIRST PHASE OF AN EVENTUAL GARDEN MAUSOLEUM COMPLEX, LAYOUT OF THIS STRUCTURE 15 CRITICAL AND MUST BE VERIFIED UJITH CEMETERY MANAGER, OWNER'S REPRESENTATIVE, OR SITE ENGINEER PRIOR TO CONSTRUCTION. 2, VERIFY STONE 5HELF ELEVATION, 4(0'-0 ), EQUALS SHELF OF EXISTING. 3. SEE SHEET A2 FOR TYPICAL CRYPT VENT DETAILS AND ROOF DRAINS. THK POLISHED GRANITE 1I 'or rArvdr '11 l (CRYPT) MIN. THK GONG. SIDEWALK e rim MIN. SEALER I 6" MIN. THK CONC. BASE SLAB w/ FIBERMESH OR i Mobs 12" O.C., BOTH WAYS x 6 WIA x WIA W.W.M. ON ` VOID BEHIND ON 6 mil, POLYVAPOR BARRIER MIN. THK COMP. GRAN. FILL GBASE TRIM ROUTED SOLID ION 6" MIN. THK COMP. GRAN. FILL SHALL a BRONZE ROSETTE FOR BRASS I. NI\VI"IVN PIP41R3a.1� h1VVL1 IVV I y:" ELEV. (0'-4") 14, tam THK POLISHED ' GRANITE TRIM 7/ LEDGE $ ELEV. "(01-(D") _ * .. a . : r • ° .. , ,i v. M ♦ a' % d i , 4 ° ° • f 1 .d d • • i d �•c f.J:� �II EXP JOMT ° d. d e " YF i `\ y 0` / '\��(j`C t`\"\'�(,��',,�`(/�C�, rC' ar �/ f� jh.,,l' �• i.r /'`ft�✓ C ° d >�y< t',\ t \� /` \ \�,R \ �/ d °. Y : e. / r`.,\q `>F ✓ `(t'<\l YE\ \'�\�/!�4'C�,�,\ �\ y \ \ '\rd\�\ d ° d f,� \,:��(� >��/�+,/�!>�r `•yt�\t%r�Y iC." 4'.'�(�\���''��r` \`��''/�('/'�'C .. .. .. ° �i��h,,t\\3' �f.`,�y r\/�/\`' `( `I�/j\'(':'\ ..\..`\\/ rT, ,, r'R,"i"Y.' n r r �'\Y\r,!,�%;.�.f}(n•, eY`�. r r\ %T' \' ' \ 'n '\ Y�yV i B/ FOOTING aA a 04 x 36" DOWEL • 24" O.C. 36� 18 ELEV.-(i'-6") 3" N-dTO BE BENT IN FIELD IS MIN 1. (2) 5 BARS CONT. GIR"I PT FRONT FOOTING DETAIL i SCALE: I-V!" ■ P-0" THK POLISHED GRANITE 1 IIII Pw MIN. THK CONC. SIDEWALK FIBFRESH OR x 6 WIA x WIA WJJJM. ON 7 MIN. THK, COMP. GRAN. FILL BRONZE ROSETTE FOR BRASS ANCHOR/HANGER ASSEMBLY TYP. EALER ° P.I.P. 3j" CONC. WALL SEE SHT. Al, 10 OF 10 FOR REAP. (CRYPT) ° LARGENICHE a 6" MIN. THK CONC. SASE SLAB w/ M4's a 121 OG, BOTH WAYS BOX VOID BEHIND ON 6 mil. POLYVAPOR BARRIER BASE TRIM ON (o" MIN. THK COMP. GRAN. FILL SHALL BE GROUTED SOLID li yt ELEV.40'-8") Zan THK POLISHED ea GRANITE TRIM T/ LEDGE e > ° d f d ii117iiYi7N ELEV. �(01-G") :' °�� /•r `��/ ° :a° a °°.. da 9. .. °. df e . •' d ° <: Y/\Y7Yf�/rCi"AY'2' ..•�> J�! Y?�Y%'•%f0 .! .dtl' ! T rJf r � - E JOINT 11 XP ( w 'l T ° � Y ' � t �/ rr / . / ,✓ /r \ ;.v ° a .e', r:h , %�"'�?/(,J �°%',,fr ..k.•.,.i/11,'Si,�rV n ELEV. �04 x 36" DOWEL 9 24" O.G. 36 IS TO BE BENT IN FIELD 18 5 BARS CONT. NICHE FRONT FOOTING DETAIL SCALE': 1-1/2" ■ 1'-0' A r� i� II II II II II II II I I 4" MIN. DIA, PVC ROOF DRAIN OUT -FLOW it I I Jq" PER FL SLOPE TO DAYLIGHT I I VERIFY DIRECTION 4 LOCATION It FOOTING SCALE: 3/8' a I'-0" (nL Li 0] p Li z Y Q W Q W pz pz LY It: S to W 0 C> W N W N l— z W QZ[O J Lo w w(Iw U M Z � THESE PLANS AND ALL PROPOSED W K W � z J z � ARE SUBJECT TO ANY CORRECTION N W C) Lj w = .Y ,•REQUIRED'BYMEWINSPECTORST T! ' J � " `� ° MAYBE NECESSARY IN ORDER TO >- x ``- u) m COMPLY WITH ALL APPLICABLE CQDE fr fr w � :2 U) U En z z w � J 6 w U � w ad z � a � Ld z J n 0 W m 0 D Z L0 0 W a O 0 0 = 0 0 O w z w w p ) (faa) O W O � J L ID Q' w L0 ID O 0 00 FILE COPY N IN w < 0 d] �Q� . d e (CRYPT) e n DIRECT -APPLIED ° P.I.P. 6" CONC. WALL P.I.P. 3}" CONC. WALL Er—F.S. SYN. "STUCCO" ,a' SEE SHT. Al, 10 OF 10 SEE $HT. Al, 10 OF IO ON CONC. WALL ad FOR REINF, FOR REINF. 6" MIN. THK GONC. BASE SLAB w/ ° da M4's a 12" O.C., BOTH WAYS ON 6 mil. POLYVAPOR BARRIER ON 6" MIN. THK COMP. GRAN. FILL 4" MIN. THK CONC. SIDEWALK w/ FIBERMESH OR ° 6x6WIA xWIA W.IUM,ON a e 4 4" MIN. THK COMP. GRAN. FILL _ _a s T/ LEDGE ,.d'd ° < d ELEV. +(0'-O") ° 44 IA i I" EXP. JOINT aw,Y Al ��ri2'/<h'- r.ri. /�' ,\f. ...r .n/`°'i i�/' .'e v ../��'\y^r- \'/`.'�•,i\,. ;! /;!4\.'}'l-/i'T.,, h •1k J/ /. T r / i d \y��\�L" -.l�.rv"Y,. .vV."k\jryAY„`V'v '�'�\. ° � ����1 0✓l� t"�� hvA'...�+ d B/ FOOTING �° ° ' d ELEV.-(I'-6") 04 x 36" DOWEL A 24" O.C. 11IS BE 36 TO BENT IN FIELD 18 05 BARS CONT. "5TUCCO11 ENDUJ>4LL FOOTING DETAIL SCALE= 1-10" ■ 1'-0" 3 ELEV. +(0'-8") U) r Z �j G W Z) ry W< J P R v- QJ = � Q cr�y��y// 5006o u- Q W P c) n O Lu CO (D LL z J p -- SHEET NUMBER A5 FOOTING PLAN 4 DET,41L5 S.C.I. 766 GIBRALTAR#: 1698 8 OF 10 L CONT I B/ FASCIA ' ELEV. 1 1 3 BAR, CONT. IID-APPLED (SFRAY)'LICUID RUBBER' MBRANE ROOFMCs SYSTEM MANIFACTURED BY SEALOREX MC, OR EQUAL PRODUCT APPROVAL 12144-RI P. ON 5' MM. THK CONC. ROOF DECK '4'6 016' MAX Of, BOTH WAYS 1 1 _1 1 ELEV _ V. +(14'-I1") ELE_v_. . ELEV. ELE— h ELEV. +(5'-(p") EL� 40 If 2cm tHK POLISHED 1 ELEV. +(0'-8") 1 GRANITE TRIM ' ° -- 1 T/ LEDGE �� - 'r� - _ _•= =e- = °a 1 41 VZN ° a d r \ fi \ „r r / ! r \ 1 B/ FOOLING 1 1 ELEV.-l11-(o11) 1 1 �rrrrrrrrrrrrrrrrrrrrrrrr rr rrr�I A5 SCALE: 11' = 11-011 CONT. I 'r T/ FASCIA h 1 ELEV. +(Ib'-1") 1 B/ FASCIA i, _ ELEV. +( 3 BAR CONT, FLUID -APPLIED (SPRAY)'LIQUID RUBBER' MEMBRANE ROCFMG SYSTEM AS MANLFACTURED BY SEALOREX NC, OR BQ AI. R PRODUCT APPROVAL 12144-RI TYP. ON 5" MIN. THK CONW, ROCF DECK wl 04'6 016' MAX OA BOTH BAYS 1 1 ELEV. +(14'-II") 1 ELE_`I ELEV. EL� s ELEV. ELEV, r I 1 1 N SHED i j I ELEV.:lr/p.g") GRANITE TRIM a , 1 T/ LEDGE d 1 ELEV. +(0'-V) l a d' 1 4. 1 ` / r�, ,! r ✓ 1 B- T 1 1 ELEV. -(I tI'-611 2 r r r r r r r r r r r r r r r r r r r r r r r r r r r r wooI A5 SCALE: P = 11-011 1�I.11�1 CONT. ELEV. +(I(V-19 I^rrr r rrr rrr rr rrrr rr rrrri, ( 1 FLUID -APPLIED (5PRAY)'LIQUID R1,113BER' MEMBRANE ROOFMG SYSTEM a AS MANIFACTURED BY SEALOFLEX MC, OR ECUAL r4,: e a FL PRODUCT APPROVAL 42A4-RI a a M. ON 5' MM. TX CM. ROOF DECK w/ 64'6 0 I6' MAX O.C, BOTH UAY5 B/ FASCIA °° e a ELEV. +(15'-1") ° ° . d . 1 a d. ^ 1 a ° • ELEV. +(14'-II'7 1 a 1 � ELEV. +112�9 ) - s ELEV. +(10'-49 EL� ELEV. +(5'-619 ELEV. +(V-19 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORSTHAT jo MAYBE NECESSARY( IN ORDER TO14 44, )L--------------------- ----+ 411 ELEV. 4(0-89 T/ LEDGE _ _�- c - — — _ - -- 1 ELEV. +(0-0") ° 0 1 ° 1 r r' 1 E FOOTING 1 1 LEY.-(1'-69 1 .II A5 SCALE: ? -- 11-OII A m w W U (o N F-- W N I- z S LnjQ 0 00 0 ark>Ln — J U Lo w W W 0 I U W N_ Z — (n (n I Z Ln A �Ld LLdF-a I U co N of w u-LoD g Mm a g V) O (n z 1- z z w w p � Wj -' U Ld W � W W a 6- U z a W o o � W m is z a z w (n z Z W p 0 m 0 O W 46 W O U z W z W W N 00q 0 � 01 J LJ W W �jW Lli IY Q� a W X (Y Ln Ln W W o O O o O O O O N N N N W a U W W d Q O L L� O d po r7 O V) z W J {.n d "t J = m ry 5QU5O LL O W 0 Q me. 0 w_ W co co Ll' ci Z J SHEET NUMBER A6 WALL 6ECTION6 S.C.I. 766 GIBRALTAR#: 1698 9 OF 10 45 z REINF. M. EAGH WAT iII CL. �- 6X6-1LUIAxU11.4 W.F. TYP. a CENTER OF i EATER THAN 8" EACH SLAB . CONSTRUCTION JT. • 04 HORIZ. - SEE SCHEDULE FOR SPACING #4 VEiRT, - SEE SCHEDULE FOR SPACIWj •4 a 1211 O.C. BOTH WAYS • ALE: N.TS. (WALLS GREATER THAN 8") • b" ROOF SLAB ' -STD. ROOF REU"F. 04 o lb" O.C. EACH WAY e 1 Al vim a ROOF SLAB • 2" CL. -STD. 04 • EACH P CL s • _. 6X6-W1.44 TYP. ® CEN GREATER THAN 8" EACH $LAE CONSTRUCTION it C `r 04 HORIZ. - SEE SCHEDU FOR SPACING 04 VERT. - SEE SCHEDUL FOR SPACING 04 ,p 12" O.C1 130TH WAYS • s o • • e SCALE: N.T.S. (WALLS GREATER THAN 811) 4 IR" FOR +3 - bXb-WI.4xWl.4 W.W.F.- OR 6" FOR •4 ► TYP. • CENTER OF ( OR. BAR PLACEMENT) EACH SLAB 41/2" FOR 43 " OR b" FOR 04 (NOR BAR PLACEMENT) - - 13 OR 04 HORIZ. BARS® CENTER SEE SCHEDULE FOR SPACING 03 OR'4 VERT. BAR5 a CENTER SEE SCHEDULE FOR SPACING #4 a 12110.C, BOTH WAYS SCALE: N.TS. (WALLS 8" AND UNDER) ■ I SCALE: N.TS. (WALLS 811 AND UNDER) Al f ROOF REINP. 6" O.C. WAY 4 W.W.F. iER OF .E E 2 A'f z STD. ROOF REINF. "4016"O.C. EACH WAY 6Xb-W1.4xW1.4 W.WF, TYP. 9 CENTER OF 3 1/2" TO B" EACH SLAB �n -03 OR 04 HORIZ. BARS Is CENTER SEE SCHEDULE FOR SPACING T413 OR 04 VERT. BARS V CENTER SEE SCHEDULE FOR SPACING - +4 a 12110.C, BOTH WAYS T 1/2" SCALE: N.TS. eo 1 N 11/2" 1'-611 OR 151.011 HORIZ. REW. ALTERNATING TOP 4 BOTT ONLY FLAN VtW - ITF''IC;AL (LIFTII WALL XtINt-UNLANU $ SCALE: RTS. Al (11= WALL EXCEEDS 3 1/2", SEE TO REINR SCHEDULE TYPICAL REINFORCING AT CRYPT FACE SCALE: NTS. ('ELEVATION) ��'� .0 111 0--j TYPICAL REINFORCING AT GRYT FAGF 10 SCALE: N.T.S. (PLAN) Al SCALE: NTS, (WALLS 8" AND UNDER) SCALE: NTS. (WALLS GREATER THAN 811) 4 A`1 6 a-i GENERAL NOTE5 L RCL ALL CNCRI-7 511A1.1 HAVE THE FCLLCWNG 28 DAY C 11 ES61YE STR13N * RC2. ALL RENORGMG STEEL %41 BE DETAILED, SUPPLED MO PLACED N LOCATION 5TRENGTH AIR WRAN ACCORDANCE MTN ACI 3154, ACI 318.83 AM 01 MSP-30, CRYPT UU AND SLABS 3NO P51- 6% BASE 01A6 3000 PSI -6% RC3. ALL REWfORCNG STEEL SHWI BE SHOP FABRICATED AND OM APPLICABLE EXi. SLABS, FADERS, tLALLS, Caft,, GRADE SEAMS SHALL BE UNRED TX0ER AND COW TO ASTM A-66, GRADE 60. FONDATION6, ALLCONC. DP06ED TO FKM AND TWWI._3000 P61_.__.6% 2. ALL RNORONG BARS SN L BE DEFORI1EA COPFORMMG TO ASTM A-6.6 GRADE 60. BAR BPPORS AND 5PACER5 SHALT. BE PROVIDED N ACCORDANCE UMTH ACI DETAILNG MANJAI- (AO-36) 3. ALL REFORM SHALL MEET VE FOLLOUNG REMIR IM FOR A MMMM COLJ(1RETE CANER A) GRADE BEAMS B) FOOTP655 C) SLAB Y COVER FROM BOTTOM FACE MO TOP FACE 3' COVER FROM BOTTOM, TOP AND 61DE FACES 314' COVER FROM TOP FACE I V" COVER FROM SIDES AND TOP FACE 3' COVER FROM BOTTOM FACE ALL COVER REalree 5 %U COIFORM TO THE ACI 318 CODE CHAPTER 1, SECTION 11 4. ALL BEAM AND SLAB REN`OKMTS SIALL BE CONT W15 UNLESS OVERUSE 6PECFED. 5PL.ICE6 SH41LL BE ALLOUED ONLY N LOW STRESS REGIONS A$ FOLLOWS, A) TOP BAR SPLICES ARE TO BE LOCATED AT THE MID 6PAN ONLY. L%N OF SPLICES TO BE A MNUIIM OF 24 BAR DIAMETERS COFOR'WWG TO ACI 3a B) BOTTOM BAR 6PLICES ARE TO BE LOCATED OVER SIFFORM. LENGTH OF SPLICES TO BE A MNMM 2' CaWNG TO ACI 316 BEAMS LI M DLSCONTNIM ENDS SHALL TERMNATE TOP BARS WM A STANDARD 30 NOOK COFORMNG TO AG 30 SECTION 1224. ALL EMBEDDED MEONICAL COdECTIONS SUCH AS PLATES, BOLTS, NSERT6, ETC, $HALL BE ACCURATELY LOCATED AND SEC W N VE FORMWORIC BEFORE PLACNG CONCIUETE 5. UELDED URE FABRIC 5HW1 BE N ACCORDANCE WITH VE LASTER ASTM SFECFICATIOLS A-10 *0 A-82. 6. ALL WELDED WIFE FABRIC SHALT. WIVE A M1NMM END LAP OF V AND A MNFiM OF 2" COif om; TO ACI.316 T Pl." UNION LOCATE u;n PIPE, CGNDI n CABLES, AND ETC, PIERCE STRICINAL ITEMS bWCH AS CONCRETE SLABS, WW.1.6, BEAMS, ANDIOR METAL DECKS UT BE MPPF40 BY THE 51R1CNRAl. ENGNEER 8. A 0D06' FOLYET I.N MiCi1BRME SHALL BE FROAM RIDER ALL CONCRETE US *0 BEARS, WTH ONLY ONE EXCEPTION, VIAT Alf MEMBRANE %HAUL NOT COVER PILW6 OR CO MTE F1ER5. 9. ADDITIONM. REfFORCM, 9 0 V-0 LONG SPACED o il" CN CENTER SIIALL BE RE%IRED N THE SLAB OVE BEAMS OR GIRDER5 ARE PARALLEL TO THE MAN RENFORCEhENT. THE ABOVE MENTIONED REMFORCM SHWJ. BE CEMERED OVER THE BEMM MO AT RIGHT ANGLES TO THE BEAM. 10. ALL REWORCEMW SW.L BE WIPOIM BY SLAB BOLSTERS Carom TO THE FOLLOIU)Yi REMIR13ST6: A) METAL OWRS USED M SUPPORTING FOUOAI ON f�INFORCB ENT SHAM L REaJIRE SMUFT A1E. %OLIO CCNJCREfE 5p14RE5 CAN BE USED AS AN ALTERNATIVE TO TINE CWURS MENTIONED ABOVE. BRICK BATS OR PCROS MATERIALS A;E NOT ACCEPTABLE B) METAL CHNR5 W N 61IPFiORTN63 ROOF $441. REaPRE PLASTIC TIP6 COVERING RENDS. nESE PLANS AND ALL PROPOSED WORK IL ALL EXPOSED CONCRETE SO L BE RE FROM MARKS,MFR NTS, 61JRfACE IRREC�ARI11E5, MO E)P05ED REUFORCNG ARE SUBJECT TO ANY CORRECTIONS . REQUIRED BY FIELD INSPECTORS THAT I2 METE (3) CONCRETE TEST CTLNDM %HALL BE MADE FOR EACH POUNDATION 91.A8 ON GRADE AND MPi POUR N WHICH VE VOUMMIRM T ORMTO YARDS OR LESS. N VIE VOLUME OF CO CRE TE EXCEEDS WCUBIC YARD$ ADDITIONAL 6ET5 OF CYLNDERS SHALL BE 1 f Pi €�CBDE$. 15 THE FOR TESTNG THE COMETS CYLNDERS: A) FIRST CYLNDER: TESTED AT SEVEN (1) DAYS. TW 6ECLND CYLNDER: TESTED AT NENTY-EK:Ni (28) DAYS C1 THIRD CTLINDER BACK-UP CYLUOER TESTED EK:HT (8) DAYS, F ES (1) DAY TEST NDICATE5 A STRENGTH OF LESS V4W 2000 P5L FOR 3NO-FOLIO CLMCRi:TE AND nW P5L FOR 2500-('ONO CONCRETE, OTHER116E TESTED AT TWEMT'-EKHT (28) DAY& 13 Fag (4) CONCRETE TEST CYLW 5144 L BE MADE FOR EACH 674VLPA POUR Le. CANITUEVIR ROOFS, AND FLOOR SLABS, SECOO FLOOR CORRIDOR SLABS, BEAMS MiD OOLUMS. THE FOLLOWTHY: I51NE PROCEDURE FOR TESTNG THE CONCRETE CYLNDER5. A) FIRST CYLINDER: TESTED AT SfiVk?N (1) DAYS. 0) SECOND CYLM- TESTED AT TEN 60)DAYS CW THRID CYLNDER TESTED AT TWEINTY-EIGHT (28) DAYS D) FO % CYLINDER BACK* CYLINDER TESTED AT REM (11) DAYS F TEN (iV) DAY TEST RDICATES A 5iR13JGTN OF LESS THAN 24M PSI. SIOLLD TEN (10) DAY TEST NDICATE 6TIftTH 0:2400 PI OR WIER T96 CYLNOLTt %& it TESTED AT TUFHTY-EW (28) DAY$. H. GRAVEL BEDS MI MEASURE U' SQUARE x 12' DEEP AND SHAD. BE PimVOED FOR ALL CRYPT DRAMS, 5. ALL METAL 19MI) TO WEAVER OR EARTH STALL BE NON -CORROSIVE MATERIAL, SUCH AS NOT DIP (ALVMVED. fi. DOWELS %U BE PROVIDED FOR AL II ALL, AND OOLUMJ COMNECTIONS TO FOI NDATIOiS COMM TO THE FOLLOWNG FMIfd3S*. A) AL DOWELS SHALL BE TIE SAME SIZE MO NUMBER A5 VERTICAL. REIFO@ EhQNT. B) ALL. DOWELS SHAD. BE A MNIMM LDWII OF 0" OR A BAR DIAMETERS. iL ALL FILL MATERIAL. %PFORUNG MATIOS WALL COFORM TO THE FOI.LOWNG REQUIREMENTS: AI FILL MATIRIAI. 814a BE COMPACTED N A MIAXMM OF V LFT5, AT AN OPTIMUM MIOSTIn CONTENT, MO AT 95% STANDARD PROCTOR COFFORIMG TO ASTM D-638. B) FILL MIATERIX USED SHWA COFORM TO JOB 5PECFCAT05 AND REPFEWATNE SAMPLES %TAU. BE M'PROYED BY TIE TESTNG LABORATORY OR SOIL EN5NEER PRIOR TO USE C) THE NNOR12ED TESTNG LABORATORY OR SOILS ENGINEER %U BE CALLED AFTER Al EXCAVATION OPERATIONS OF MAT06 ARE COMPLETED, AND BEFORE ANY FILL MATERIAL 16 PLACED. D) COMPACTION TEST OR DE15tlY TER SNAIL BE 1 aJi fl) U O COMPACTION 16 IN P SS AND N A;FA RRf CONTROLLED COMiI'ACTED FILL 6 REQUIRED. THE TETNG LAMTORY OR SMICTIRAI. MNEETR %U DETER9UE THE LOCATION *0 41W OF TESTS MIRED. E) ALL COMPACTION TEST OR D95ITY TEST R S LT5 6H& BE 6ENT TO VE A01TECT. D) NO FMAT04 SHALT. BE POND BEFORE TIE COMPACTION TESTS OR DEHSIT'( TESTS ARE ACCEPS BY R AOITECT. 0, AL COSTWI N JOR SHAM. BE ROWH FWD OR KEYED TO DEVELOP A=E TE BOND. Fi 0191 LOADS %& CO►FOR'i TO APPLICABLE LOCAL 4 SATE CODES AND XNACEs DEIGN LOADS ROOF (DEAD( 100 PSF. FILE CO'py FLOOR CRTi'T 35 PSF. RIND: 46J PSF. 120 MPH( 20, COMRACTOR 61,1ALL NOTFY 5TRJC1LRAL EMNEER OR RSFECTNG ARCHITECT AT LEAST 24 HOURS N ADVMlCE Of STRICTURAJ. FOUR A COMSTRICTION LOADS EXCETDNG 30 PSF SHALL NOT BE APPLIED TO ROOF CANOPY OR CORRIDOR SLABS. MATERIAL MOOR Ea1IRK STORAGE %HALL BE OVER MK AREAS ONLY. ANY G ESTIONS RffMNG P066BLE OVERLOAD SHOtlLD BE 14 ETO THE 6TRIg1JRA1 BN NEER, 21. 110 OPTIONAL FORMED POLR N ROOF SLAB I$ CAPABLE OF VPORTMG A 6" SLAB N=I% FORM FOUR F A THICKER Le IS REMIRED, THE THME56 OF FORM POUR SHALL BE INCREASED ACC Wj TO CONTRACTORS JLOGEMRNI. 23. W RENFORCEMBNT FOR ALL CRYPTS SLAB FONDATIO6 6 A5 FOLM BOTTOM RERFOICNG BARS %U RN PEMICII AR TO CRYPT WLtL6 AND THE TOP RENORGNG BARS SHALT. RN PARALLEL TO CRYPT UALL6, 24. ALL FONDATIOS GRADE BEAMS 014 THE BUILDNs PERIMETER %K1 BE SEATED AT A MNMM DEPM OF 18"` 25, KWATIAN WW5 DESK>rEU BASES ON A HET SQL BE04 CAPACITY OF 2000 PSF 26. ALI.UOf MUCOFORMTO FLORIDA BUILDING CODE 2004 REINFORCING 50NEDULE FOR CR'11'i=T OR REINFORCED CONCRETE WALL MEMBER THICKNESS VERT. REINF. HORIZ. REINF. WALL 4" 4 UNDER *3 • 18" MAX. (2)'3 PER LIFT WALL 611 - 4" 04 a 18" MAX. (2) +4 PER LIFT WALL 811 - 611 04 • 16" MAX. (2)114 PER LIFT WALL 10" - 8" 04 s 1811 EA FACE 04 a 14" EA PACE OR (2) 04 EA FACE PER LIFT WALL 1211 - 10" 14 s IW EA FACE 04 Is 1211 EA FACE OR (3) i14 EA FACE PER LIFT WALL OVER 1211 "4. 1211 EA FACE '4. 1211 EA FACE OR (3) 04 EA FACE PER LIFT NOTE: (1) FOR SINGLE LAYER WALL REINFORCEMENT THE VERTICAL BARS SHALL BE PLACED AT THE CENTERLINE OF THE WALL AND THE HORIZONTAL BAR5 AT THE INSIDE FACE OF VERTICAL BAR UNLESS SHIM OTHERWISE IN SECTIONS. (2) A LIFT 15 STANDARD HEIGHT OF A CRYPT WHICH 15 2'-5" OR NOT GREATER THAN V-811. (3) VERTICAL REBAR MAY BE "STABBED". Y m m m m m n 0 W Q IN M Z Y w '- L ¢ H U 00- 0 U W �► c0 N W N z H w 0 Xrazco d. �7_ > J V � w of Uwm_z' (nz zU-) =j W -O_ 1 C) co IN Lj mJS'C��,^ ���_ �m �r_ a W � 0 cn 0 Z z w w_ 0 W U � w aa J 0 Z 0 Q W Z Z o o M r W E d W jLj 0 z cn H 0 0© z z z c>� w m W 0 46 0 0 U Ww w z W w V)cn cn 0 w0 0 J w w 0 w w x Q 0 1n n c0 0 0 0 N N N 0 t- m w ¢ 0 o o W ❑ [0.00 J Q r- c0 � ry LL 0 rri 0 G L6- W P of CL Q 1 / W CO z c..� -- J SHEET NUMBER A7 TYP. STRUCTURAL DETAILS 8 NOTES S.C.I. 766 GIBRALTAR#: 1698 o • o