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HomeMy WebLinkAboutBUILDING SITE PLANS12.00' VEHICULAR AND PEDESTRIAN EASEMENT-- KITTERMAN PLAT BOOK 55, PAGE 32-33 SAINT LUCIE COUNTY, FLORIDA TRACT "A" 211,346.81 SQ. FT. 4.852 ACRES REVIEWED FOR COMPLIANCL S,O.SJECT TO FIELD INS, TIE IO T SEE ATTACHED � ilrw: J PICAL)] TOE OF SLOPE i HESS PROPERTY 1 O.R.B. 1295, PAGE 1926 PORTION OF LOT 1, BLOCK 3 I MODEL LAND COMPANY I I � 36.00' VEHICULAR AND I PEDESTRIAN EASEMENT TOP OF BANK I II O.R.B. 1295, PAGE 1926 (TO REMAIN ACTIVE) I\ I I � \-------------- — ------- III e L I00 S12018'53"W 3.19' TRACT "B" 97,225.52 SQ. FT. 2.232 ACRES 4X4 CONIC M ON "PRM BLI LB 6852" TYPICAL 9 270.1' S89044'33"W L LOT 2 BLOCK 3 MODEL LAND COMPANY PLAT BOOK 1, PAGE 41 A SUB —DIVISION OF SECTION 15, TOWNSHIP 36 S., RANGE 40 E. SAINT LUCIE COUNTY, FLORIDA (REFERENCE BEARING) N89045'43"E 70.00'Qx RESTAURANT 0 2180SF 6' PROPOSED BLDG M UNIT 8 1500 SF J 3 y4' C'Ln w 0 UNIT 7 �r 1500 O 0 0 N UNIT 6 0 a 1278 TOT.BLDG a y 14540 SF a °N D UNIT 5 w N �6z4 O U 6' UNIT 4 N 1278 SF T UNIT 3 0 1500 SIF .L r UNIT 2 n 1500 SF �11 UNKIN^'DONUT —j 1 STORY BUILDING CURB ENTRANCE DRIVE I )i w 1e I I S wl 0 II wl j a r_ D � _ I o 'O T� I� > I < G'Ft e° 33.00, .B. 72, PAGE 1 42.00' PER DOT 15.00' AS PER PLAT BOOK 1, PAGE 41 A T LUCIE COUNTY, FLORIDA Cn I�O O C CY) 1__j m r <</ TEMPORARY BENCHM RK FND. PK & WASHER "LS 3690" -ELEVATION=11.965 FE T BM "BLC 2' F.D.O.T. BR SS DISIK STAMPED " LC 2" ELEVATION 13.567' (N.G.V.D. 2 ) ELEVATION 12.067' (N.A.V.D. 8 ) —12"x24" RCP WITH VIES N INV. EL. 8.29 S INV. EL. 8.23 N m n O z r z Fri C m O 0 z 0 � _ � � C C a0> N 0Dz O f20.00' LOCATION MAP (NOT TO SCALE) ABBREVIATIONS SYMBOL LEGEND CERTIFIED TO: BL BETSY LINDSAY, INC. E] 4"x4" CONCRETE MONUMENT STAMPED KITTERMAN, LLC BM CONC. BENCHMARK CONCRETE "BETSY LINDSAY INC PRIM LB 6852" GULFSTREAM BUSINESS BANK D.B. DEED BOOK WILLIAM C. McINTYRE, P.A. DOT DEPARTMENT OF TRANSPORTATION -a- SIGN LAWYERS TITLE INSURANCE CORPORATION EL. ELEVATION FFE FINISHED FLOOR ELEVATION 0 III CATCH BASIN NV. VERT C.B. MES MITERED END SECTION NO. NUMBER FIRE HYDRANT N.A.V.D. NORTH AMERICAN VERTICAL DATUM N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM WM WATER METER O.R.B. OFFICIAL RECORDS BOOK LB LICENSED BUSINESS LIGHT POLE LS LICENSED SURVEYOR —OHE— OVERHEAD ELECTRIC LINE PK P L S PARKER KALON PROF ESSIONAL LAND SURVEYOR PRIM PERMANENT REFERENCE MONUMENT RCP REINFORCED CONCRETE PIPE SQ. FT._ SQUARE FEET LEGAL DESCR/PT/ON TRACT 'B' OF THE PLAT OF KITTERMAN AS RECORDED IN PLAT BOOK 55 PAGES f rr NffE�3to OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY.IG SAID TRACT CONTAINING 97,225.52 SQUARE FEET OR 2.232 ACRES MORE OR LESS. SAID TRACT BEING SUBJECT TO ANY/ALL EASEMENTS, RESERVATIONS, DEDICATIONS AND/OR RESTRICTIONS. SL//1R!/EYOR S NOTES 1. BEARINGS AS SHOWN HEREON ARE BASED ON STATE PLANE COORDINATES, REFERENCE THE NORTH AMERICAN DATUM OF 1983 (N.A.D. 83), FLORIDA EAST ZONE, REFERENCE A BEARING OF N89'45'43"E ALONG THE NORTH PROPERTY LINE OF TRACT 'B'. 2. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE COMMITMENT. 3. THIS SURVEY IS BASED ON A CLOSED GEOMETRIC FIGURE EXCEEDING A HORIZONTAL L3 ( CLOSURE OF 1:10,000. 4. 8. THIS PROPERTY IS LOCATED IN FEDERAL FLOOD ZONE X, REFERENCE FEMA MAP COMMUNITY NO. 120285, PANEL 0280, SUFFIX F, EFFECTIVE DATE AUGUST 19,1991. 5. THERE WAS NO ATTEMPT TO LOCATE ANY SUBSURFACE FOUNDATIONS. ;H 6. NO UNDERGROUND UTILITIES WERE LOCATED OR SHOWN HEREON. 7. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR. 8. ELEVATIONS AS SHOWN HEREON REFERENCE THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 29), REFERENCE BENCHMARK WITH AN ELEVATION OF 13.567 FEET ON A FLORIDA DEPARTMENT OF TRANSPORTATION CONCRETE MONUMENT WITH DISK STAMPED "BLC2". 9. THE SETBACKS FOR THE PROPERTY ARE AS FOLLOWS: FRONT = 100' FROM CENTERLINE OF ROADWAY & 25' FROM PROPERTY LINE; REAR = 20'; SIDE = 10% CORNER SIDE = 20' SURIf£YORS CERT/F/CATE I HEREBY CERTIFY THAT THE "BOUNDARY SURVEY" AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE ON JULY, 13, 2007, AND SAID "BOUNDARY SURVEY" IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. IT IS FURTHER CERTIFIED THAT THIS "BOUNDARY SURVEY" COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR "BOUNDARY SURVEY" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. BETSY LNDSAY, 1NC. SCANNED SURVEYING AN ASP NG BY St. Lucie County EL12,\8 H' _A't.l'l J LS. NOT VALID WITHOUT THE SIGNATURE FLORIDA REGISTRATION NO. 4724 AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER co co `.� a O Q I� LL co co N Lo I= a CO `� 00 00 o A CIO I m Q C\I co ,., z w > m I� L M m LULU W Lo Imo, ✓ z ✓�' W < Cj U a cli J U I� 7 Cd rn DATE VISIONS ERT E BU/LD/NG F DATE 24LI 07 SCALE %—✓�0 FIELD BK. N/A DRAWN BY C.R. CHECKED BY E.A.Z. SHEET NO. 1 OF 1 _SHEETS PROJECT NO. 05-47 U E PROPERTY LINE S 890 58' 27" E o,1 mom, WOOD OPAQUE SCREEN MAIERK DUMPSTER dETAIL z 5 ACRES OF FUTURE DEVELOP IL"I TT ALTMCTATS A KTA HANDICAP RAMP DETAIL TEMPORARY_SWALE lftAR 0 0 0 z w 1rl l FA EXISTING AREA a NOTE91 P"'ON t T1* Drum r 1fe iA *At 9.O.uMrn e,m'nN • AnNw - }25O Plt � Y"m team OLV law nfN�'T"'Cppiu*!' FfP 28 .own ew..uamaa t ecAes ,aw a7r R. Wum+O ,wm �. I� Bnt� .Niarwee,�m�b °,eAmm FTP M A0 EXISTING DWY Flowers Baking Co. ZONING CG—CO 0 z x w a rllaa�Illl,tttll: is ut Ll 1 ! $PACs p.. ""r' D m —2 ro uAei,S+pJ lL a �„� ..�, .. LANDSW AREA 40 F " RESTAURANT.,, m I II .' o I , an 14 'MIA j j t j _ I _ II 14.5' 6- 6 73Z9 p y J • e?F „ CURB ,Y 1. o F TOT. BLpD I'�( • 33 S 14540 $F MAX. T 30FT s 6 SET AL9S '. I t LL• UNIT ugw SE I �� ♦ t t t r; t � DRIVE THRU• 4 George Hann ZONING : CG CO 0 EXISTING DWY EXISTING DWY GENERAL NOTES. .. j•+ v , PROJECT NAME KITTERMAN PLAZA • ' <, A. Treasure Coast OWNER KITTERMAN, LLC. 1790 SW ROMA , DR. PALM CITY W ,FL, 34990 W Sun Corp. LOCATION[ INTERSECTION OF UiS •1 & KITTERMAN RD. ZONING CG—CO �, aT. ZONING [DISTRICT CG FUTURE LAND USE CG � n �, LEGAL DIESCRIPTION LOT 1, BLOCK 3, OF MODEL LAND COMPANY SUBDIVISION OF SECTION 15, TOWNSHIP 36 �� W SOUTH, RANGE 40 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, W PAGE 41, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. _�-+., u/ LESS: A PARCEL OF LAND LYING-IN SAID, LOT 1, BLOCK 3, MODEL LAND COMPANY SUBDIVISION OF 1� SECTION 15, TOWNSHIP 36 SOUTH,•RANGE 40 EAST, AS RECORDED IN PLAT BOOK 1, PAGE n 11 41, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY `' DESCRIBED AS FOLLOWS: ��� z r► FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST (1/4) QUARTER OF SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 FAST; THENCE NORTH 89'45'08" EAST ALONG THE NORTH LINE OF THE SOUTHWEST (1/4) QUARTER, A DISTANCE OF W 2257.01 FEET TO A POINT; THENCE SOUTH 00'16'16" EAST, A DISTANCE OF 30.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY OF KITTERMAN ROAD AND A POINT OF BEGINNING; W THENCE NORTH 89'45'08"EAST ALONG THE SOUTH RIGHT OF WAY LINE OF KITTERMAN ROAD, Q-- Z A DISTANCE OF 350.00 FEET TO THE WEST RIGHT OF LINE OF U.S. HIGHWAY NO. 1; THENCE SOUTH 00'16" 6" EAST ALONG THE WEST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. i, A / DISTANCE OF 270.00 FEET: THENCE SOUTH 89'45'08"WEST, A DISTANCE OF 270.00 FEET; V Flowers Baking Co, THENCE NORTH 00'16'16" WEST, A DISTANCE OF 190.00 FEET; THENCE SOUTH 89'45'08" ZONING CG—CO WEST, A DISTANCE OF 80,00 FEET; THENCE NORTH 00'16'16" WEST A DISTANCE OF 80.00 Z r N DO FELT TO THE SOUTH RIGHT OF WAY LINE OF KITTERMAN ROAD AND THE POINT OF BEGINNING. W 00 (D LESS THE RIGHT OF WAY OF U.S. HIGHWAY NO. 1, ST. LUCIE COUNTY, FLORIDA. 0 M � CONTAINING 309,914.21 SQUARE FEET OR 7.115 ACRES MORE OR LESS, _j � v BUILDING HEIGHT 27 FEET C NUMBER OF STORIES ONE +� Do UTILITIES ' A � _ C) co ELECTRICAL 'L WATER &SEWER CITY Y OF PSL U () TELEPHONE BELL SOUTH �* N SOLID WASTE AUTHORIZED SOLID WASTE CO, a ] LL NOTE: ALL NEW UTILITIES TO SERVICE BUILDINGS & PARKING LOT " v MUST BE INSTALLED UNDERGROUND AREA TABULATION fG1L _ U SITE COVERAGE F A0EAGEF % OF SITE n :3 L PROP BLDG 14540 0,2991 4.11 n C Q) N OPEN TERRACE AREA 540 0.0215 0.29 r FRONT ENTRY 1765 0,0405 0.55 a CONCRETE SIDEWALK 1073 C.0246 0.33 _, �} �, C CL PAVEMENT AREA 57991 1.3237 18.29 9 ' —� r) L N TOTAL IMPERVIOUS 75909 1.7426 24.49 00 0 — OPEN SPACE 233971 5.3713 75.51 n n II U ~ TOTAL 09880 7.1139 100.00 Future Improvement LLI of US#1 will be PARKING CALCULATIONS O; Constructed by Others m Ln PARKING SPACES REQUIRED : RESTAURANT ARD\ 4360 SF/1000SF/10 SPACES= 44.00 Q RETAIL SPACE AREA 101BO SF/1000SF/5 SPACES = 51.00 PARKING PROVIDED : 105 REGULAR & 5 H.C. = TOTAL 107 SPACES TOTAL 95.00 = p \ BUILDING SET13ACKS V � Lj., i FRONT 92-0 FT V) REAR : 471.5 FT T w LEFT SIDE 34.0 FT RIGHT SIDE 73.0 FT PROPERTY LIES IN F.I.R.M. ZONE X AS SHOWN ON PANEL 12111C-0290—F ttlQ St. Lucie Square DATED 84/19/91. ZONING CG—CO \ 0m W CULVERTS AND A CONTROL STRUCTURE A"k op PROPOSED STORMWATER DRAINAGE SYSTEM WILL CONSIST OF DETENTION AREA, FILE w o 0" Q n �N � HAZARDOUS WASTE : o ANY & ALL HAZARDOUS OR TOXIC MATERIALS GENERATED OR USED OR STORED a ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL , STATE AND FEDERAL REGULATIONS o o w INTERIOR LANDSCAPE CALCULATIONS :PAVEMENT AREA 57991 SF/15= 3666 SF OF GREEN SPACE GREEN SPACE PROVIDED OVER 4000,SF` d TREES REQUIRED : 3866/180 = 22 TREES This iatoeertilythat this site plan meets the v~ a SITE DATA .905 LF.AROU ND/30= 30 TREES minimum technical requirements of the St Lur 4 z ALL TREES ARE PROVIDED Land Development Code This appro✓a .c:c - w o a constituteconstruc;? i ' cr;z.,,,a, o M a CONSTRUCTION STATEMENT BEGINNING DATE JAN 2007 provisions of the pro;ss'. c..... v1 0 " o COMPLETION DATE DEC 2007 been compiled with as ..rt' n:lneu in G,ul urderff v J 0-D6 oL Approval Date I- ^O a o EXISTING DWY n: y LOCATION MAP G G N 16ML AVE a 9f == 3 VIRGINIA AVE >C IT "--t, 7722 J F_ 15512 U _ W T mWAPm an z 0 3 O 0 CL O DATE 9/5/2005 qrr I uinw&v an SCALE 1"=40' JOB NO. DRAWING NO. PIROJ C q LOCA ON � 2 2 2006 ..a INVIOI2 LAN175CAK CALCU ATION5 PAVI;M WAMA - 57,991 5rr, 51,991 PIV.13Y 15 - 3666 5,Fr C4MrN5PACr I QUI I 69EN519ACD MOVIIFD �XCM4000 5,Fr 3i%6 PIVr PY 160 - 21 TgEE5 PEQUIQ fP (ALL PP\OVIGI 17) 519 PAM 1155 L,F, MOUNP VUA PIVr 13Y 3O - 38 95 l�YQUIMP ALL T�P5 f'POVi�7 IN191CA95 alL5 To r_ k1W0\/ n •N 10^ EXISTING TEEM PP\K5EP\VATION ANP 13AP.PICVI NOT15. I-A5 LAP\GE AN AP\EA P0551131,E 5HALL PE 5ET A511?K A51HK TPKE PP\E5KP\VA1ION AP\EA (TN ' C0T`ICAI. MOOT ZONK AP\EA6) , AT A MINIMUM THE MA ENCOMPA5%6 THK 12 PLINE AP\EAS OF THK TffK'5 CP\OWN5, 2-CON5PICUOU5, PUP\APLE PAfflCA1755 5HALL PE EP\ECTEI7 AP\OUNP INPIVIP Ad, TP\EE5 OP APV5 OF VEGETATION THAT AM TO PE PP\M VVER AT A PAP,P\ICAM5 5HOULP PE PLAaP AT THE PF\IPLINE OF A 11;KK, IN THK EVENT THAT ANY PP\OTECTIVK PAWICAI7E5 APE P\EMOVEP OP\ ALTEI;Er ANP LANI2 CLKAP\ING OP CON5TP\UCTION WOP\K 15 PONG CON1?UCS[9 ON THE 511E, ALL WOW\ AT THE 51TE WILL % 5TOPPEI7 UNTIL THE PApP\IKP\5 AM f:KSTOM\ P ANP KP\n 5TAPP SHALL PE IMMKI91ATKLY CONTACTED TO PETvMINE IF ANY NECE55AP\Y COVMCTIVE ACTION5 NEED TO PE TAKKN TO f?PPAIr Ok MPLANT ANY VEGETATION VEMOVEP OF DAMAGED A5 A P\E51T OF THK5E KNCP\OACHMKNT51 TP\EE5 19E5TP\OYE0 DUE TO CON5TI?UCTION PAMAa APE P\�QUIP\EP TO PE MITIGA V9 AT A PATIO OF 4, I, 3-THE APPLICANT 5HALL 5KT UP AN APPOINTMENT POP\ AN INSPECTION OP THE PP\OTECTIVE UUMON/ fIR MPKA% ON INVALLA10N ANb KIM tO 9f UAL 6 4-NO PILLING OP\ EXCAVATION 5HALL OCCUP\ IN5119E THK C0TICA, P\OOT ZONE. 5-IP THE GP\ADE 15 TO PE PAI5EP AP\OUNP THE OU(511E OF THE COTICAL ROOT ZONE, A) U5K TP.AN5ITIONAL 51LOPIN6 PP\OM NAfUP\AL GP\ADK TO P\AI%P GP\ADE, OP\ P) U5E TP\KK WELL5 AFOUNP TNK OUTEP\ KDGK OF THK PPIPLINE,19PPJN TILES OP\ EQUAL TO KNSUP\E WATEP\ PONPING AT THE P\OOT5 WILL NOT OCCUP\I 6-IF EXCAVATION 15 EXPECTED OUT5IPK THE POPLINS, P\00f`5 5HOULP P1k5T PE PP\UNED TO THE PEPTH OF P\EQUIpEP EXCAVATION) MAKING A CLEAN CUT, I -ANY K45TIN6 NATIVE UNPEP\5TOP\Y WITHIN THE DP\IPLINE MUST PE PP\M%MP & PP\MCTEDI 8-THE P\EMOVAL OF UNPK5IP\APLK VEGETATION WITHIN THE DP\RINK MU5T PK PONE PY HAND, 9-NO APPITIONAL PLANTING OP\ IP\P\IGATION 51­1ALL PK I1\15TALLKP MIN THE CVMCAL P\OOT ZONE AREA. 10-THE 5TOVING, PARKING, OP\ PLACEMENT OF CON5TEUCTION MATEP\IAL5 OP 12E1305 WITHIN TIt 12FIPLINE 5HA1 PK PPOHIPITEP, II -SUPPLEMENTAL IP,06A11ON FOP\ THE Pt\F5MI2 Ted 5 MAY PE NECE55AP.1'- 12-TIDE PP\UNING DUP\ING CLKAONG & CON5TP\UCTION 5HALL It PEP\POP\MKD PY A It 'clan nearer er PNl�RM fASAYC Me .ryMNMERE M1 �d9d MKA�Re pN.MM flSt SPL BO •YNM1S fOfT.OKKP N50.PNFp" f096�OMp^ 1%OKK b" f%f OMp" f%I.PNMI}" fNf-1MMT A10pp11" f09,.OMe^ fOf}•YNMp" fCBdPNM9" 1N PNEhb" fM4LVpkeINNb" MH•OM5^ 1CB9�PNMB" Itl OM S" 50fb.OMB" f051YNMb" 'nJ90-PNMB" 1f0OM 56N SWf.ONp" Kd4.YldY. b" fOM PMMl1" ISIYMb" 5%dOKK 14' ib56 rNMq" fG9YOM K" 160�flR1p" d015 •Bl9k¢PMM M" fOArNM p" f09f PMe19^ 166-OM p" f01f. 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INPICAT�5 OAK TPKK TO PK MMOV [2 INI2ICA95 PALM TP\KE TO PE P\EMOVEI7 INPICATE5 OAK TPEE TO PE PI:E51 P\IUP �`. 13.28'r aaH xa^ INPICA95 PALM TI?EE TO PK PP\K5EMP MITIGATION NOS5 ALL P\EMAINING TI2EK5 PETMN 25" ANP 12" LOCAT�p ON SITE WILL PE COUNT12 TO MEET MITIGATION P\EQUIP\EMKNT5, UPON COMPLETION OP 51TE CON5MCTION, Ttf 51t WILL It PIELn 5MVPYH2 TO f7PTUMIN� TIf LIMITS OF 2.5" TO 12" TI?EE5r A PIELP MEETING WITH 5T, LUCID COUNTY 5TA1%P WILL PE HEL12 TO VPKIPY TIf QUANTITY OF T95 PM51 PM[2, ANY F\EMAINING MITIGATION WILL 'PE ACCOUNT�P POP WITH ON-51S TM INSTALLATION WHEN THE MAXIMUM POTENTIAL PEN51TY OF THE 51T7 HA5 PEEN MACH�19, a r7EVELOPEP\ WILL 5ATI5PY ANY P\EMAININ(4 MITIGATION PY PLANTING OFF 511T ON PUPLIC LAN125 IN THK COUNTY, OR CONTRIPUTING 0200 PEP\ INCH TO THE COUNTY'5 TREK PLANTING PUN12, ANY CHANGE IN TIC LANI25CAPP OP\PINANCE PY COUNTY COMM155ION MAY M51T IN A 17ECP\EASK IN T1;EE QUANTITIES, 11 c PLANTING DETAIL ur5 OUG pI.MU O iT5 "51'aW 5: 16k. 51'" tABI.CY b GEL. M - 2 TP6lE(5 n� ... 4IVtl GYL PINE5 TO PE P\KMOVED (12" DPH OF 6MATI P\) OAK5 TO PE P\EMOVED (12" OPH OP GP\KATEP\) TOTAL PINK5 TO PE PM%P\VE0 (2-1/ 2" OP\ 6P\EA0) OAK TV5 TO PE PT5MP VAS 18 5APA1, PALM5 TO PE P\EMOVEP 515A[3& PALM5 TO PE PM5MI2 P\WUIMP MITIGATION. NONE 5HP\UP/ GP\OUNPCOVEP\ PLANTING MTAIL Oil 12" I2" Al LAND5CAp MATEP\IAL TO PE PLA. # I OP\ PETTMP\ PAHIA 50P A5 MQUP\EP M&OLICA OI EUCALYPTU5 MULCH (NO CYPfME55) A5 P\KQUIP\ED TO 5" THICU55 MINIMUM IN ALL PLANT M125 FULLY AUTOMATIC R16ATION 5Y51EM TO PP\OVIPE 100% COV>;f2AGK IN 15 MPH WIND 091411 ALL PROHIPITEI9 5PECIE5 5HALL PE MMOVKD PP\OM 59 PP\IOP\ TO 155UANCK OF akTIPICAII OF OCCUPANCY �Nx PRAM' & MA10fFA. 5CNM L. GI ' i \i11 CONOCARPU5 EWCTU5 CONOCAWU5 MCTU5 ' �EP\ICEU5' CWYOPALANU5ICACO t LV6NU5 PUNC,EN5 ILEX CA5511\1E LIGU5TpUM eCUWIPOLIUM (MUI1-Tk"UNK) POI70CAWU5 MACP.OPKY U5 QUEP\CU5 LARIPOLIA QUPP\CU5 VI ZINiANA 5Vd MMIA MA-MONI 5AM PALMETTO VIMUM OPOP.ATI55IMUM •11III \ \:11. GI:I EN PM'TONWOOP 511,VEP\ PLITTONW0017 COCOPLUM 51LVEP\n_m PAVON HOLLY 06U5Tt3,IM PATIO TAP JAPANM YEW LAUP\EL OAK LIVE OAK MAHOGANY 5APAL PALM 5WEET VIMUM 51Z� (Hf, x 5M.) CON1"AWk 2411 x 16" # 5 24" x 18'' # 3 24" x 18" # 3 24" 12-14' x 5', 2-1/ 2" PPH P & P 1-8' x 4' P & P 24" x 18" # 5 12-14' x 5', 2-1/ 2" P7 H P & P 12-14' x 5', 2-1/ 2" nPN P & P 12-14' x 5', 2-1/ 2" 19PH 13 & 13 1 / �7-18, 20, 22' 0,A. 13 & P 24" x 16" # vnn ary m rmivo ��55 ZONING CG CO ° This is to ", nify that this 5M plan mexatsntNhGe pVIY minimum technical requirements of the St. Lucie Co. Land Development Code. This approval does not constitute consruction authorization until all such provisions of the "ad development approval have been complied with as further identified In GAR Order# 04 O rJ Approval Dato� j� ,(,�; Hall PY 1 I 2.27.2006 1 5.29.2006 ��F r ; 0:L PAM 05A.1aAe xo6 MWNI l.(Llee�f.Vi MM �Li 111 - 40' rwxcf NO, 06-176 (ICIV 2 2006 0 moo SCREEN 10 0 z V) X w PROPERTY LINE S 890 5W 27" E WOOD OPAQUE SCREEN MATERIAL DUMPSTER DETAIL 1W U Z 4.85 ACRES OF FUTURE DEVELOP �IENT TEMPORARY_SWALE ALTEINIM 9 u'oNc V4.OAI( Li V) Q 0-0 H d W EXISTING AREA [\Eoyu 4 p'�'L N P, NOTES IrpA f xm p.,Uev d rtP oa � a DmNG.® pa0] ti ONL4 BmWl+" 8]mMt i bei" I�ESI 7Bi8 a BrtMm Pe WO WY Ww • �a Bia1`"pe° PTI' 29 DM ""tl >`WMr a eeWr wxu ea + n. W�maa b W BMlxm Y YC0.00 ]Im P "�Rb �w seuam AR&7fA dxern omeam EXISTING DWY Flowers Baking Co. ZONING : CG-CO c� z w N* am 71111 V!//////Zl �1 I cz x UNIT I - 1500 SF 14.5 8' 18 � l N 12UN 8� n �J o ?. TOT. BLDG ' 14540 5F 6 N N UNITS i, 1i8v.2c.4+8u f 2Fr SET AL7S- I - UNIT s=VF o� UNIT 3 1500 s_E 1 tl /�lUNIT �l NOW - George Hon ZONING : C DRIVE TH" C -FU1. SIGNS MAX 133 SF MAX.HGT.30 Fr EXISTING DWY t I I I 0 z t ■ EXISTING DWY GENERAL NOTES PROJECT NAME KITTERMAN PLAZA W Treasure Coast OWNER KITTERMAN, LLC. 1790 SW ROMA DR. PALM CITY ,FL. 34990 Sun Corp. ZONING CC -CO LOCATION INTERSECTION OF US#1 & KITTERMAN RD. � - ZONING DISTRICT CC Q FUTURE LAND USE CG n IT LEGAL DESCRIPTION LOT 1, BLOCK 3, OF MODEL LAND COMPANY SUBDIVISION OF SECTION 15, TOWNSHIP 36 W SOUTH, RANGE 40 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, //nn PAGE 41, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, U1 LESS: A PARCEL OF LAND LYING IN SAID LOT 1, BLOCK 3, MODEL LAND COMPANY SUBDIVISION OF SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST. AS RECORDED IN PLAT BOOK 1, PAGE Il n 11 41, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY ��� r DESCRIBED AS FOLLOWS: z Milo- FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST (1/4) QUARTER OF SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST; THENCE NORTH 89.45'08" EAST ALONG THE NORTH LINE OF THE SOUTHWEST (1/4) QUARTER, A DISTANCE OF W 2257.01 FEET TO A POINT; THENCE SOUTH 0915'16" EAST, A DISTANCE OF 30.00 FEET TO ® W A POINT ON THE SOUTH RIGHT OF WAY OF KITTERMAN ROAD AND A POINT OF BEGINNING; THENCE NORTH 89'45'08"EAST ALONG THE SOUTH RIGHT OF WAY LINE OF KITTERMAN ROAD, Z A DISTANCE OF 350.00 FEET TO THE WEST RIGHT OF LINE OF U.S. HIGHWAY NO. 1; THENCE - SOUTH 00'15'16" EAST ALONG THE WEST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1, A DISTANCE OF 270.00 FEET; THENCE SOUTH 89.45'08"WEST, A DISTANCE OF 270.00 FEET; V Flowers Baking Co. THENCE NORTH 00'16'16" WEST, A DISTANCE OF 190.00 FEET; THENCE SOUTH 89'45'08" ZONING CC -CO WEST, A DISTANCE OF 80.00 FEET; THENCE NORTH 0916.16" WEST A DISTANCE OF 80.00 Z N Do FEET TO THE SOUTH RIGHT OF WAY LINE OF KITTERMAN ROAD AND THE POINT OF BEGINNING. W (p 0 LESS THE RIGHT OF WAY OF U.S. HIGHWAY NO. 1, ST. LUCIE COUNTY, FLORIDA. Q 0) 0 CONTAINING 309,914.27 SQUARE FEET OR 7.115 ACRES MORE OR LESS. J BUILDING HEIGHT 27 FEET ® Q NUMBER OF STORIES ONE = Q 00 UTILITIES _ ELECTRICAL FPL ¢ �C� I- L WATER & SEWER CITY OF PSL U U) 0 /--� TELEPHONE BELL SOUTH - N SOLID WASTE AUTHORIZED SOLID WASTE CO. �� ] L r-, NOTE: ALL NEW UTILITIES TO SERVICE BUILDINGS & PARKING LOT " MUST BE INSTALLED UNDERGROUND Q) AREA TABULATION { U SITE COVERAGE SF ACREAGE % OF SITE �� D PROP BLDG 14540 0.2991 4.11 n 0 N N OPEN TERRACE AREA 540 0.0215 0.29 0 FRONT ENTRY 1765 0.0405 0.55 J -C CONCRETE SIDEWALK 1073 0.0246 0.33 - 4J 0_ PAVEMENT AREA 57991 1.3237 18.29 L- N TOTAL IMPERVIOUS 75909 1.7426 24.49 ` - 00 0 I n I UW � OPEN SPACE 233971 5.3713 75.51 � TOTAL 309880 7.1139 0 Future Improvement V= of US#1 will be PARKING CALCULATIONS la Constructed by Others CO N PARKING SPACES REQUIRED :RESTAURANT AREA 4360 SF/1000SF/10 SPACES= 44.00 Q m RETAIL SPACE AREA : 10180 SF/1000SF/5 SPACES = 51.00 Q PARKING PROVIDED : 105 REGULAR & 5 H.C. = TOTAL 107 SPACES TOTAL 95.00 p 1 BUILDING SETBACKS w T FRONT :^ 95.0, FT Q z REAR 471.5 FIT _ LLJ to\ LEFT SIDE 34.0 FT RIGHT SIDE 73.0 FT m PROPERTY LIES IN F.I.R.M. ZONE X AS SHOWN ON PANEL 121 1 1 C-0290-F Q St. Lucie Square DATED 8/19/91. ZONING CG-CO W PROPOSED STORMWATER DRAINAGE SYSTEM WILL CONSIST OF DETENTION AREA, LOCO CULVERTS AND A CONTROL STRUCTURE o M ON HAZARDOUS WASTE ANY & ALL HAZARDOUS OR TOXIC MATERIALS GENERATED OR USED OR STORED Cop a ON SITE SHALLE DISPOSED C FILE B D POED OF IN ACCORDANCE WITH ALL LOCAL STATE AND � FEDERAL REGULATIONS p W INTERIOR LANDSCAPE CALCULATIONS :PAVEMENT AREA 57991 SF/15= 3866 SF OF GREEN SPACE GREEN SPACE PROVIDED OVER 4000 SFW EL TREES REQUIRED : 3866/180 = 22 TREES tV) Ix 0 SITE DATA : 905 LF.AROUND/30= 30 TREES �- ALL TREES ARE PROVIDED z w o CONSTRUCTION STATEMENT BEGINNING DATE : JAN 2007 ON o o a COMPLETION DATE DEC 2007 " N z F � [L p EXISTING DWY LOCATION MAP _eI N I� oRArvcE AVE 01, 9� t 0 z F� 2 g� VIRQINM AVE LLJ ]o I- EDWARGS I D4 U, E52 L)z W rw 0_ is DATE 9/5/2005 o fI 2T In SCALE 11f=40' JOB NO. DRAWING NO. o do N� R0 Yf P CT x..s HANDICAP RAMP DETAIL :[yJaP/�!,I�:I■hh1Y:11aC111�R11 CONC. HDWL 14" CMP 12" CMP W INV. EL. 9.70 O� W INV. EL. 9-16 11 E INV. EL. 9.25 SWALE 10.56 L fm., sw W 36" RCP - UN INV, EL. 7.96 FIND 1" [P S INV. EL. 8.51 12.24 to CONC. HOWL 12.39 12.14 14" CMP CONC. HDWL--�` E INV. EL. 9.72 SOUTH TELEPHONE- CONC. PAD 16" CMP W INV. EL. 9.43 E INV. EL. 8.90 12.21 o _ 1 12.30 z H1 o o DO 3 iO T 3 BLOCK 3 1.95 v0 16'+• 11.31 ' 11.38 11.19 11.49 11 11.33 1.90 11.74 12.05 12.01 10.81 10.89 10.64 S 20 30 40 50 1 "=10' HORIZONrAL SECTION F-F CONC. 10.26 1.82 --- ,�. --1.2 12.26. 11.55 =e•rN== e•Rn= etruct 2 XB E Tap ill/ 2in hecK Valve Detail GS-15 r N 10.69 10-61 S O1 EXISTING DWY EXISTING DWY t t t w 1 In FDOT Type S-3 Asphaltic Concrete PaW Shall have Marshall Stability of 1500 LBS saw Cut Joints O iS Ft OC Eepanslon Joints �� EXISTING AREA 17 Prime Coat Sealant to be appriea on Top of Rock O 40 Ft DC " ° S n (1// 14" RCP W INV EL. Compacted to 98% -• s n Fr 8 In Omerock or Coqulna Base Course (LBR 100) Max D 0enei }- In Concrete Pavement (Min 3000 PSI) LL W .'61 E INV. EL 9.61 CONC. HDWL n R Mod Proctor I 12 in Stabilized Subg Oda Wth 75 Ib FEW (LBR 40) B in Stabilized Subgrode With 75 lb FBV' rn W Compacted o ac ede to 96X (/ / 11.60 �" SWALE 9.66 ALTERNATE A PAVEMENT SECTION ALTERNATE B DETAIL Mad Procter 10.05 _-_ 11.77 1,61 Nrs �� /n 38 11 89 ♦ V 12.1® i r z 12 X18' RCP WITH W INV EL 10 78 11.85 y i is •`w11.03 1 W*bE====°•n"====°•n•'===_° 11 1 `M====B k===- •na ,� a W 2".. 4 87 7 8 0$ 12.9�01 STING D e 5' Or ^' ~- ASPHALT 1 96 a 04 ^��� ^ -TfE•'--••- _ 10.51 ��• 1 8. 12, 05 e.70B-•,^ 24 �4V ��O ^ 13.60 113 13.91 h 6 ^� h NV 1 a ^ a 2' RC WIT MC •' y0h '` '.`� - N INV. EL. De23 S INV. EL. 10:13 L. `- t tr. 1o•AccEssA cL 2"PVc 82 L3.04 If 14 10 III 226 9 w I rump I 10.51 14 55 CIhOttt I f -To 14 57 ' 1 14.24 ° .70 o 10. 7 1'Vm PUMP WMn1 n 14.65 - q �" _10-82 46 :74 4.60 11.33 FUTURE DEVELOPMENT 11.55 10.6 ' 10.98 10.69 11.33 15 72' s' 2' 14 LEVEL BERM 14.50 p13 F/E� u"S 11.10 > 12BOYTOM jj7 EL 11.0 1 1 10 0 10 20 30 40 50 60 11.04 I• ITHORIZONTAL SECTION D-D 11,44 10.79 11.23 10.69 . 10.79 11.14 10.31 10.79 11.25 11.40 15 t 2' .. 14 BERML 13 ®14.50 N 12 11 BOTTOM EL 11.0 10 0 10 20 30 40 50 60 70 260 1 "=10' HORIZONTAL SECTION A -A R7f.YH 1°=IU HORIZONTAL SECTION E-E FENCE w z � v z `- N 00 w 0 o �. 0 ® Q II fy co vi o LL r 4J D n0 W tL..n i 10.7H 14.35 r � !1 C 0.7 -2, - 14.19 �o CURB DETAIL J LL DI f)FT {O .tAi rA 10.6 OA 13. WALK :'i NTS - •iJ Q 10.81. I 8 D 3 AC `�1, INV- EL .17 CIO O 12 7?---�TO[i: 1306_ �13.16 ^ gI°f�"'" ^"" r1.. �'S• 13,32 _ _^." ' Constructed by Others _ 43-- ^� 11.57 y x AccL �a,LMtNI :. "'==y `Ab EXIST $ WY 11.24 6 - �I.-iZ- -- - 11.56 i----- ----- 10.95 1 11.32 11.32 10.98 10.41 9R FRNLE 5' N BOTTOM EL 11.0 TEMPOR Y 12' 105' .AO PGP OF FIV SEEODET�I& SILT FENCE F PROPERTY LINE S 890 57' 26°° W 619.27' D 11.74 11.76 15 PKG 15 12' LOT �,4 9,4 �13 3 �13 • 12 EL. .O 1 �12 I tv a • , 11 �1 � � 1 1 • 10 EL.10.0 10 1"=10' HORIZONTAL SECTION 13-113 1'=10' HORIZONTAL SECTION C-C f Na . 11.24 9 M. N 8 a U - LANDSCAPE am TERRACE z w .60 900z nNOTE p N e'j OF ➢RA➢1 1r119T ➢IRSCTE➢ IRA 4" 4 C.O• f 0. � 1 ® I'kt •O TEE(TYI a a 11.52 C.O. ', 1 11. tee, 12.69 12.70 12.96 LOT 2 BLOCK 3 BUILDING FFE 15.00 12.24 1197 nMc ➢Rem MBB2 •` DIliECrCD ARA 1 STORY BUILDING 12.45 FND. IR - (NO ID - CORRODED) 0.08' S. 2.02' E EXISTING DWY LEGEND 11.07 EXISTING GRADE ELEVATION ® HIGH POINT 25. PROPOSED ELEVATION z_ RUNOFF FLOW DIRECTION FDOT MITERED END SECTION PIPE INVERT zazzs• w/pA LEGEND Pq TEE F� 450 BEND T4 9(P ELBOW F.H.FIRE HYDRANT N GATE VALVE _P4- BACKFLOW PREVENTER C b SERVICE CLEAN OUT ® METER BOX PROP. 6" WATER MAIN EXIST 6" WATER MAIN - R.W.M.- EXIST 16" WATER MAIN PROP. B"GRAVITY SEWER ea.s, CATCH BASIN n L W a m LO a -St ��: = W J Im Q FILECOPY� ti J.1 FT "0n.1b"' n YPIPeIIRTED C) 12.32 TOP GRATE 15.00® <o � o < SNS - OVERFLOW- ewwsneoal R ee• aN 2FT CLl of ® 1450EL _ 4..50 EXISTING DWY EL 14.00 1 ALUMI U ' BAF FLE P BAF ¢" 1/2" ALUMINUM .' EDEERRUPIATE ••18"� BAFFLE PLATE o � Z OPENIND 3"(.25') a Tc� j1� a 15'ACP INV EL 9.90 EL.10.00 8LEEDEIR EL 10.00 EL•10.00 V BOTTOM EL 9.50 `� EL 9.50 WEIR BAFFLE SIDE VIEW PLATE DETAIL PLATE DETAILco W CONTROL STRUCTURE DETAIL Z C;d TYPE C INLET BOX W N.T.S. L, LLJ STAKING PER I.F-S-1 E-1 ANUFACTURER'S RECOMMENDATIONS BALLAST ROCK �1 �4 OR 3/4" DIA U Z 1?� i DRAINAGE ROCK � AMoco 2t2 / GRASS ON TOP - Q SILTEQUAL pNO 40.60 ORCr / dd r4ld L�pO� off( �OQ 4" PERFORATED O_ N a �oo�PVC PIPE W/CAP 1 opo va ao aov av ® END DATE 9/5/2005 V V vvp�� og L.10.00 I SCALE 1"=40' 18 "- / / FRENCH DRAIN JOB NO. / TOE -IN PER DETAIL ANUFACTURER'S- N.T.S. SILT FENCE DET. NTS DRAWING NO. C-2 6 FT. IA. MIN. .6• BASIN COVER V/HINGED. ACCESS DOOR, 1/4' ALUM. FLOM PLATE V/ VENT 0PL6 3-1 1/Q' YIP []WONT PLYIG 61ELD IHSTALLEW r J-1 1/Y GFCINRAL AB' FIBERGL46S MINT. POLYESTER RESIN, 3/B' HIN WILL THICKNESS 120 PET LOAD RATING ATT SF.2IBERS 'B' INFLUENT INVERT ROD 'C' HIGH WATER 'ALARM' LEVEL, 7.20 'r LAG PUMP 'ON' LEVEL: 7,00 'E' LEAD PUMP 'ON' LEVEL- 6.85 'F' PUMPS 'OFF' LEVEL, &0* F/1TENERx ---- DISCHARGELEVEL `2' NPT DISCHARGE FLANGE, PIPING, PVC �3/4' =HAD PIPE GUIDE RAILS WMArM PROVIDED BY ENGINEER IF RECORD) (2) NYERS VGO GRINDER PUMP V/SST LIFTING N14PM'230- LT, 6H Hz 5%2ME PHASE, �GPM, 0570UD —2. BAbE CHECK VALVE -- RAIL A§6'Y. ENGIUpEF;UOOYANCF OECY D SUBMIY B • .A " THE ANTI-FLOTATII , a ACTED 3/4• • • • • • " • 61 MIN • —�--1 GRAV€6 R'NNJ COMP SECTION VIEW NOT TO SCALE AND Y°aT Sr, MINIMUM CONSTRUCTION STANDARDS FOR THREE PHASE DUPLEX FILE NAME: PSLGS9.DWC 4 �G CITY OF PORT ST. LUCIE DATE: FEBRUARY 2006 900 S.E. OGDEN LANE COMMERCIAL GRINDER SYSTEM NO;, To SCALE PORT ST. LUCIE, FL. 34983 A6nR,9p PHONE (772)873-6400 FAX (772)873-6433 DETAIL O1 OF 02 SHEET GS-09 CAP 1 1/2" PVC FLAPPER 1 1/2" PVC FOR HECK VALVE WET TAPPING. MECHANICAL SEA:__N� /2" BALL VALVE TAPPING SADDLE SOLVENT WELD SOCKETS EDGE TAPPING SADDLE;S! BOTTOM 2",2-1/2',3",4" OR 6" (IPS OD) AIN. PVC MAIN. NOTES: 1. INSTALL TAPPING SADDLE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMENDATIONS. 2. P.V.C. TYPE 1 TAPPING SADDLE MANUFACTURED IN ACCORDANCE WITH ASTM D-1784, D-2466, D-3139. 3. TAPPING SADDLE TO HAVE 0-RINGS SEAL, LOCKING "WEDGE" AND SOLVENT WELD SOCKETS. SIMPLEX GRINDER SERVICE CONNECTION NOTEif FO MAINS THE ETAILA�LL AR YI RAN DOUBLE EEXLACED �t4 A 3", 4", 6" X 2" DOUBLE STRAP SERVICE SADDLE-1 2' PVC FLAPPER CHECK VALVE 8" MAX. MIN. I Jim I Jim 2" RESILIENT SEAT 2" STAINLESS GATE VALVE STEEL NIPPLE DUPLEX GRINDER SERVICE CONNECTION aQoaT sr MINIMUM CONSTRUCTION STANDARDS FOR FILE NAME: PSLGS15.Dw CITY OF PORT ST. LUCIE GRINDER SYSTEM SERVICE DATE: FEBRUARY 2006 u a 900 S.E. OGDEN LANE r PORT ST. LUCIE, FL. 34983 LINE TAP TO MAIN LINE NOT TO SCALE A2n",ap PHONE (772)873-6400 FAX (772)873-6433 SHEET GS-15 CONTROL MOUNTING BRACKET (SST) TO BE FIELD INSTALLED LOCATE ADJACENT TO THE CONTROL PANEL/PEDISTAL AND OPPOSITE THE INFLUENT LINE ON SIDE OF TANK 26' �4 CONCRETE PAD I-13 RAIL SUPPORT ..FT ----- - Iyyy,'� c_.,I leloel VALVE BOX & COLLAR USF 7635 VAVETOAEE NNCLANR LYNE CAM LOCK ASS'Y AN IZED N 2}GALVIPPLE SCHEDULE 80 PVC NIPPLE .',I A 45' PVC BENDS CH'SLEE�c. "• `I Y RESILIENT SEAT GATE VALVE) iT_T�N6Ec110H. � .+ SECTION A -A PUMP STATION PLAN VIEW PUMPOUT CONNECTION NOT TO sceLE MYERS WGL20 GRIBDER PUMP 2 HP 3450 RPM 3-PHASE 208 VOLT 1 80 HZ 51/21 IMPELLER 40 GPM @ liSA— DN INFORMATION PROVIDED BY ENGINEER OF RECORD A RIM ELEVATION 15.00 FT NAVD B INFLUENT INVERT ELEVATION SAO FT NAVD C ALARM 7.20 FT NAVY D LAG PUMP ON 7,00 FT NA E LEAD PUMP ON 6,85 FT NA F PUMPS OFF 6.00 FT NA G WET WELL BOTTOM ELEVATION 5.00 FT NAVD HI INFLUENT DIAMETER 6 IN J PUMPOUT CONNECTION 3 IN NOTE: ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL BE SCHEDULE 80 P.V.C. (voo"RTJO) MINIMUM CONSTRUCTION STANDARDS FOR THREE PHASE Dl)PLEX ILE NAME: PSLGSiO.DWG LUCIE CITY OF PORT ST. DATE: FEBRUARY 2006 900 S.E. OGDEN LANE IN COMMERCIAL GR DER SYSTEMNOT TO SCALE PORT ST. LUCIE, FL 34983 DETAIL 01 OF02PHONE (772)873-6400 FAX (772)873-6433 SHEET GS-10 NOTE #4 REDUCED PRESSURE ZONE (RPZ) BACKFLDIN PREVENTER USO (FOCC) APPROVED R A54DABLY TO BUILDING ANGLE VALVE AND METER TO BE PART OF BACKFLOW \ ASSEMBLY IN ALL UNPAVED AREAS. ANGLE VALVE TO BE LOCATED 8" IN A METER BOX BELOW FINISHED GRADE IN ALL PAVED/SIDEWALK AREAS. ABOVE GROUND METER APPLICATIONS SHALL UTILIZE THE SAME MATERIALS, (ABOVE GROUND) AS BACKFLOW REQUIREMENTS. SEE STANDARD VALVE &BOX DETAIL FINISHED GRADE VARIES 2" MALE IRON PIPE THREAD T@ EPDXY COATED TAPPING PACK JOINT COUPLING (BRASS) SADDLE WITH STAINLESS 2" POLYETHYLENE PIP€= STEEL STRAP WITH I.P.io THREAD WATER MAIN 2" RESILIENT SEAT GATE VALVE 4" GATE VALVE / PAVED AREA UTILITY CUSTOMER UNTAINEDI MAINTAINED "K" COPPER ELBOW/BRASS JOINT NOTES: 1. CAST IRON COVER WITH CAST IRON READER LID SHALL BE REQUIRED IN TRAFFIC AREA. 2. PIPE SHALL BE RESTRAINED AT ALL BENDS AND EACH SIDE OF A ROAD CROSSING. 3. FOR METER BOX, TYPE AND NUMBER SEE QUALIFIED PRODUCT LIST. 4. SEE DRAWING No. W-6 FOR NOTES ON BACKFLOW PREVENTION ASSEMBLY. �QORT sr MINIMUM CONSTRUCTION STANDARDS FOR FILE NAME: PSLW04.DWG 0 NON-RESIDENTIAL A. tG CITY OF PORT ST. LUCIE L E" " 2" DOUBLE STRAP TAPPING SADDLE DATE: FEBRUARY 2006 `o DO 90D S.E. OGDEN LANE PORT ST. LUCIE, FL. 34983 AND WATER SERVICE DETAIL NOT TO SCALE "toatop PHONE (772)873-6400 FAX (772)873-6433 SHEET w-oa PER_ENGINEER OF RECORD _I •'.,.. SERVICE METER---,,,,,,, O r . . NEMA 4X SOUARE-D MODEL H321DS SERVICE RATED FUSED DISCONNECT 's ! !° 3/4" HOSE BIBS W/RP2 BACKFLOW DEVICE • A ' e'••: STAINLESS -STEEL STRAPS FEEDERS h CONDUIT---4.... ':...w..'. .• a. '. 1 11 6 IN 3/4" CONDUIT • • THERM=O-WELD • .. ," -: �; FINISHCRADE . • 6 TO ELECTRIC) • °Is TRANSFORMER • 3/4" BE W COPPER GROUND ROD REAR VIEW d HIGH LEVEL ALARM LIGHT VISIBLE FROM ALL DIRECTIONS NEMA E31L PANT x 24' x 8" STAINLESS STEEL .,7. ow RIGID GALVANIZED CONDUIT e �'• CONDUIT SL OFF TO BE PL I D WITHIN 18" OF PROVIDE 10' x 2.5' x 6" '�"° ELECTRICAL NCLOSURE. CONCRETE PEDESTAL WITH (3 - 1 1/$ REQUIRED) #4 BAR 12' O.C. k E.W. _NEMA 4X- ' x 6' x 24'STAINLESS STEEL WEATHERP F JUNCTIO WITH TERMINAL STRIP " FINISH GRADE TO WET WELL J TO ELECTRIC TRANSFORMER 90' SWEEP PROVIDE THREE SEPARATE CONDUITS FOR MOTOR CABLES AND UQUID LEVEL " - RS�HU aTOR CABLES. CONDUIT SHALL BE SIDE VIEW ELECTRICAL CONTROL PANEL NOT TO SCALE MINIMUM CONSTRUCTION STANDARDS FOR HREE PHASE DUPLEX GRINDE ICE NAME: PSLGSI I.D CITY OF PORT ST. LUCIE DATE: FEBRUARY 2006 900 S.E. OGDEN LANE SYSTEM CONTROL PANEL PORT ST. LUCIE, FL. 34983 NOT TO SCALE PHONE (772)673-6400 FAX (772)873-6433 DETAIL 01 OF 04 SHEET GS-11 UTILITY M AIAITAIAII l l I=nLAE70 LAAIAITAINICII R SERVICE NOTES: 1. BRASS OR COPPER 2. BOTH RISERS SHALL BE BRASS OR TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS "SWEAT" FITTINGS AND ADAPTERS. ONLY LEAD FREE SOLDER AND FLUX SHALL BE ALLOWED. 3. PROVIDE ADDITIONAL SUPPORT AS NECESSARY TO SECURELY SUPPORT ASSEMBLY. (,z"alDv ttT MINIMUM CONSTRUCTION STANDARDS FOR FILE NAME: PSLW06.DWc ORT S . LUCIE CITY OF P T Y ACKF OW PREVENTION ASSEMBL 8 L DATE: FEBRUARY 2006 900 S OGDEN LANE E.FOR 3 4 T HRU 2 SERVICESPORT ST. LUCIE, FL. 34983/ NOT TO SCALE nPHONE (772)873-6400 FAX (772)873-6433 SHEET W-06 F I GR I ETMS ETM2 C)LLI ® ® OLL2 HORN SWI SW2 10 ❑ (OLL3 S OSFI OSF2 C� cc::* ® SILENCE TEST MODE REC ALARM LIGHT R BM BE HI H2 PAND .01 DE -II yHH1 mPm z w ax GR HORN SILENCE DEAD FRONT BACKPANEL x LIGHTNING ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME x SURGE ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME BILL OF MATERIALS BM/BE MAIN/EMERG BREAKERS SQUARE D QOU330 Bl/132 PUMP BREAKERS SQUARE D 000320 BC CONTROL BREAKER SQUARE D QOU115 BR RECEPTACLE BREAKER SQUARE D QOU115 REC DUPLEX RECEPTACLE PASS & SEYMOUR 1591-1 GR GENERATOR RECEPTACLE PYLE NATIONAL JRE4100PR LA LIGHTNING ARRESTOR DELTA M0603 SA SURGE ARRESTOR DELTA CA603 PM PHASE MONITOR DIVERSIFIED SLA230ASA Sl/S2 PUMP STARTERS TELEMEC,ANIQUE LC1D1810 OL THERMAL OVERLOAD RELAY TELEMEQANIQUE LR2D1314 AL ALARM LIGHT INGRAM LRX-40 HORN ALARM HORN COWARDS 870P-N5 SIL SILENCE CONTROL CONCEPTS PB4 TEST ALARM TEST CARLING 6FA54-73 RI DPDT RELAY OMRON MK2P-S120VAC ALT ALTERNATOR DIVERSIFIED ARA120ABA MODE ALTERNATOR MODE SWITCH CARLING 2GE54-73 SW1/2 HAND -OFF -AUTO SWITCH CONTROL CONCEPTS SS03 ETM1/2 ELAPSED TIME METER GRASSLIN FWZ-72 PLl/2 PILOT LIGHT CONTROL CONCEPTS FVLU120GNT PL4-9 PUSH -TO -TEST PILOT LIGHT CONTROL CONCEPTS FVPTT120-IPBCRD OSFI/2 OIL SEAL FAIL LIGHTS LITTELFUSE 970-67DA-92WRN XFMR 120X24 TRANSFORMER MICRON B050LP7JK FU FUSE BUSSMAN FNM-2 R2-5 DPDT RELAY OMRON LY2-24VAC ENC PANEL ENCLOSURE RONNEX 3RSS/242410 WITH 3 POINT DOOR LATCH MINIMUM CONSTRUCTION STANDARDS FOR HREE PHASE DUPLEX GRINDEC ILE NAME: PSLGS12.DWG CITY OF PORT ST. LUCIE900 0#0RI"9D�,% S.E. OGDEN LANE SYSTEM CONTROL PANELGATE: FEBRUARY 2006 NOT To SCALE PORT ST. LUCIE, FL. 34983 PHONE (772)873-6400 FAX (772)873-6433 DETAIL 02 OF 04 SHEET GS-12 FINISH GRADE ) P Z e P � p R 8. ED e 6" MIN. CAST IRON VALVE BOX & LID —/ (USF 7630 OR APPROVED EQUAL) '�­1 #4 REDAR CONCRETE COLLAR SCREW CAP/PLUG RISER 45' PVC ELBOW 45' PVC WYE PVC (MIN.) PVC AT T RAMINUS b "�$� d b hobo �� MINIMUM 6" b b COMPACTED 3/4 ROCK NOTE: CLEAN/OUT ASSEMBLY SHALL BE INSTALLED AT MAXIMUM 75 FT. INTERVALS, (INCLUDING VERTICAL DROPS TO MAIN AND RISER), AND TERMINAL POINT OF THE UTILITY DEPARTMENT'S RESPONSIBILITY. *aR �oRr e7 MINIMUM CONSTRUCTION STANDARDS FOR FILE NAME: PSLWWO5.OWGF CITY OF PORT ST. LUCIE SANITARY SEWER DATE: FEBRUARY 2006 Ga900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 CLEANOUT NOT TO SCALE ttOPHONE (772)873-6400 FAX (772)873-6433 SHEET WW-05 m V, W m, 0 W B.� IIJ� � J ® NQN LL 3 /V L � Z II In II W o: m to Q to m n �0 O 0 Z m LLI = W U J m Q N V) z O_ U) Z L.L W Z Z IN COW �p >\ C) ^a _crn NV 1 V' u 00 ID .O I/ / /\ L ^N 1 ` 4 U 0 N 0 (� c n LL _c \J / L ULL N W w Q W �I Gil J ►--( I_ H U LIJ Z O 0� 3: 00� LL 0 DATE 9/5/2005 scALE 1"=40' JOB NO. DRAWING NO. C-3 EXCAVATED I- TRENCH WIDTH #10 GAGE LOCATOR WIRE SHALL BE I� PLACED ON TOP OF PIPE AND LOOPED AT EACH BELL FOR ALL WATER AND FORCED MAINS. FINAL BACKFILL ZU < INITIAL wmw BACKFILL m~ w� HAUNCHING l 1 BEDDING 0:14: ENCOUNTERED) 6" MIN. 12" MAX. i" MIN. 2" MAX. �1nF.y9:l:Ze1:L1:T� SEE NOTE #4 12" (FLAT TAMP) PIPE 'ZONE (SIDE TAMP) UNDISTURBED SOIL NOTES: 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT SHALL BE COMPACTED TO FINAL. BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12" MIN. COVER BEFORE INSTALLATION OF UTILITY. 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. 4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 5. ALL UTILITY EXCAVATING, BACKFILLING AND COMPACTING SHALL BE IN ACCORDANCE WITH SECTION 02220 OF THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT TECHNICAL SPECIFICATIONS AND CONSTRUCTION STANDARDS, LATEST EDITION. 1 1 2" CURB STOP BOX NIPPLE ( EULLER H-10302/85580 OR APPROVED EQUAL) 2' x 2' x 0.5' THICK CONCRETE PAD WITH 1-NO. 4 - REBAR AT EACH VALVE BOX 24%24%6" THICK CONCRETE COLLAR #4 REBAR FINISH GRADE -, 1 1/2" CURB STOP BOX/NIPPLE 12" rrT` 6'J CONCRETE VALVE COLLAR w y LOCATOR WIRE �1/B" DEEP LETTERS TO BE CAST WWITH 3' DIA BRONZE DISC SIZE OF VALVE TYPE OF VALVE * SERVICE ----DIRECTION & NUMBER OF TURNS TO OPEN "WATER" TO BE CAST IN COVER _WHEN USED ON WATER MAIN! OR "SEWER" WHEN USED ON FORCE MAIN AND SHALL HAVE BOLT DOWN COVER IN TRAFFIC AREA. MOUNT BRONZE DISC. WITH VALVE NOMENCLATURE MATCH EXISTING SURFACE ROAD MATERIAL CAST IRON VALVE BOX GATE VALVE P.V.C. OR D.I.P. PER APPROVED PLANS �- SQUARE CONCRETE PAD, BAGS OF NOTES: (8P THICK, U4 FT.) TYP. 1, WHEN TOP OF OPERATING NUT IS DEEPER THAN 42", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 12" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 2. COVER SHALL BE PAINTED FEDERAL SAFETY BLUE FOR WATER MAINS AND GREEN FOR SEWER MAINS, BOLT DOWN COVER IN TRAFFIC AREA. 3. C900 P.V.C. OR D.I.P. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX. 4. REFLECTIVE PAVEMENT MARKERS(RPM) SHALL BE 6" FROM THE EDGE OF PAVEMENT AS PER DOT INSTALLATION! SPECIFICATIONS. WATER RPM'S "BLUE" AND SEWER RPM'S "GREEN". *SEE DRAWING No. G-6 FOR ADDITIONAL INFORMATION ON CONCRETE COLLAR #4 REBAR FINISH GRADE, 1 1/2" CURB STOP BOX/NIPPLE TAPPING SADDLE (SEE NOTE # 5) 1n w LOCATOR > WIRE - MAIN 'WATER" TO BE CAST IN COVER _WHEN USED ON WATER MAIN OR "SEWER" WHEN USED ON FORCE MAIN AND SHALL HAVE BOLT DOWN COVER IN TRAFFIC AREA. MOUNT BRONZE DISC. WITH VALVE NOMENCLATURE MATCH EXISTING SURFACE ROAD MATERIAL CAST IRON VALVE BOX SLEEVE NRS FLANGE X MECHANICAL JOINT GATE VALVE P.V.C. OR D.I.P. WATER, FORCE MAIN OR LOW PRESSURE MAIN SQUARE CONCRETE PAD, BAGS OF RIP -RAP OR 3/4 ROCK. (8" THICK, 1 CU. FT.) TYP. NOTES: 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 42", A HIGH STRENGTH EXTENSION WILL BE REQUIRED TO BRING THE OPERATING NUT 12" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION IS ALSO REQUIRED. 2. C-900 P.V.C. OR D.I.P. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX. 3. REFLECTIVE PAVEMENT MARKERS (RPM) SHALL BE 6" FROM THE EDGE OF PAVEMENT AS PER FOOT INSTALLATION SPECIFICATIONS. WATER RPM'S "BLUE" AND SEWER RPM'S "GREEN". 4. ALL WATER / SEWER MAINS AND SERVICES 3" AND SMALLER WILL REQUIRE A 4" TAP UNLESS OTHERWISE APPROVED BY THE UTILITY. 5. ALL TAPPING SADDLES SHALL BE STAINLESS STEEL WITH FULL CIRCUMFERENTIAL SEAL OR MECHANICAL JOINT DUCTILE IRON.(SEE APPROVED MANUFACTURES LIST) 6. THRUST BLOCK MAY BE REQUIRED AT THE UTILITIES DIRECTION . (CASE BY CASE) 7. NO TAP WILL BE ALLOWED CLOSER THAN 5 FEET FROM ANY JOINT OR EXISTING TAP ALONG THE MAIN. MINIMUM CONSTRUCTION STANDARDS FOR FILE NAME: PSLG03.DWG QORT ST MINIMUM CONSTRUCTION STANDARDS FOR FILE NAME: PSLG06.DWG �QORT sp MINIMUM CONSTRUCTION STANDARDS FOR FILE NAME: PSLGI2.DWG CITY OF PORT ST. LUCIE STANDARD PIP �� CITY OF PORT ST. LUCIE tG CITY OF PORT ST. LUCIE E TRENCH DATE: FEBRUARY 2006 ff:' � VA4VE DATE: FEBRUARY 2006 �' n 900 S.E. OGDEN LANE `o ° 900 S.E. OGDEN LANE ° 900 S.E. OGDEN LANE WET TAP ASSEMBLY DATE: FEBRUARY 2006 PORT ST. LUCIE, FL. 34983 CROSS SECTION NOT To SCALE y PORT ST. LUCIE„ FL. 34983 VALVE BOX & COLLAR NOT TO SCALE - PORT ST. LUCIE, FL. 34983 NOT To SCALE PHONE (772)873-6400 FAX (772)873-6433 SHEET c-3 °LDRTot PHONE (772)873-6400 FAX (772)873-6433 SHEET c-os F<aRt9° PHONE (772)873-6400 FAX (772)873-6433 SHEET G-12 A 11 1/2' A B 22 11/2" 22 1 /2' B A A IN -LINE TEE - l VALVE A A B C �4C JID - 90' REDUCER TEE - Al �J DEAD END / HYDR./ 90' ,aIPIPZE E) 4 16" 18 110- 112 114p116'118 120, 24 130' 136" 142" 148' 54" A MINIMUM 18' MINIMUM 18' 315' 1 36' 1 36' 1 36' 1 36' 136' C 1 18' 1 18' 1 36' 1 36' 1 36' 1 54' 1 54' 1 54' 1 72' 1 72' 1108' 1108' 1 108' 1126' 1126' D 172' 1 72' 1 90' 1108' 1126' 1144' 1162' 1180' 1198' 1216' 1270' 1324' 1360'1396' 1396' * WHEN COVER IS LESS THAN MINIMUM, DOUBLE THE LENGTH OF RESTRAINING REQUIREMENTS. * BELOW FOUR (4) INCH. USE FOUR INCH REQUIREMENTS. 0�#& MINIMUM CONSTRUCTIONSTANDARDS FOR FILE NAME: PSLG08.DWGCITY OF PORT ST. LUCIE PIPELINEDATE: FEBRUARY 2006 900 S.E. OGDEN LANE RESTRAINED REQUIREMENTSNOT TO SCALE PORT ST. LUCIE, FL. 34983PHONE (772)873-6400 FAX (772)873-6433 SHEET G-!3 WORDS "GREASE TRAP" CONC%Nf$JTC0py OR "GREASE INTERCEPTOR" AROUTO BE CAST IN COVER_jc PER c PAMREX 24" DUCTILE IRON RING AND HINGED COVER - INLET YL 4" MIN. INLET OPENING 24" MAX. TOP VIEW BRICK OR SOLID CONC. AS NECESSARY SECTION a^ BRING CLEAN OUT TO SSRADE (TYPICAL BOTH INFLUENT AND EFFLUENT LINES) OUTLET A" MIN. OUTLET OPENING (TYP.) STAINLESS STEEL _BRACES , BRACKETS, NUTS AND BOLTS (TYP.) NOTES: 1. ALL PIPING SHALL BE A MINIMUM OF 4" PVC. 2. PIPING SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTER. 3. SANITARY 'T' INLET & OUTLET SHALL BE INSTALLED 4" INSIDE OF WALL. 4. TANK SHALL BE A MINIMUM OF 750 GALLONS, AND A MAXIMUM OF 1250 GALLONS PER CHAMBER. 5. GREASE TRAPS & GREASE TRAP LIDS FOR TRAFFIC INSTALLATION SHALL BE DESIGNED, SIGNED & SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLQRIDA. 6. THE LIQUID DEPTH SHALL BE AT LEAST 42". 7. THE INLET INVERT SHALL ENTER THE TANK 2Vi ABOVE THE LIQUID LEVEL OF THE TANK 8. . RISER JOINTS SHALL COMPLY WITH ASTM C 443, LATEST REVISION. 9. THE DESIGN, SIZING AND CONSTRUCTION MUST CONFORM TO ALL APPLICABLE BUILDING CODE AND HEALTH DEPARTMENT REQUIREMENTS AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO CHAPTER 64E-6 FLORIDA ADMINISTRATIVE CODE. 1D. WHEN THE REQUIRED EFFECTIVE CAPACITY OF THE TANK IS GREATER THAN 1250 GALLONS. INSTALLATION OF MULTIPLE GREASE TRAPS IN SERIES IS REQUIRED. 11 SECTIONS SHALL BE JOINED AND SEALED WITH MINIMUM 1" 'RAM-NEK" SEALER OR EQUIVALENT TO FORM A WATER TIGHT SEAL. 12. THE OIL AND GREASE INTERCEPTOR (MODEL AND CAPACITY) SHALL BE IDENTIFIED ON THE APPLICABLE PLAN SHEET. 13. THE INTECEPTOR SHALL BE LOCATED IN GRASS AREA / NON -TRAFFIC AREA WHENEVER POSSIBLE 14. THE OIL AND GREASE INTERCEPTOR SHALL BE PROVIDED INSPECTION PORTS (TWO-WAY CLEAN OUTS) WHICH ARE EASILY ACCESSIBLE FOR INSPECTION / SAMPLING 15. STATEMENT: "THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL THE REQUIREMENTS FOR GREASE INTERCEPTORS/SEPTIC TANKS AS IN THE FLORIDA ADMINISTRATIVE CODE, CHAPTERS 64E-6 AND SHALL THEN BE SIGNED AND SEALED BY THE ENGINNER-OF-RECORD AND FROWARDED TO THE DEPARTMENT FOR APPROVAL. 16. LID TYPES A 4' REGULAR LID. B TRAFFIC BEARING LID ( DESIGNED BY ENGINEER) 17, ALL INTERNAL COMPONENTS WILL BE CONSTRUCTED BY GREASE TRAP INSTALLER 18. INITIAL TANK INSPECTION WILL OCCUR WITH TANK ABOVE GROUND 19. BAFFLE SHALL BE INSTALLED V2 (ONE HALF) TO 2/3 (TWO THIRDS) "D". 4QORT Sp MINIMUM CONSTRUCTION STANDARDS FOR FILE NAME: PSLWWB.DWG ° �o CITY OF PORT ST. LUCIE GREASE, OIL AND SAND �„ 900 S.E. OGDEN LANE INTERCEPTOR DETAIL DATE: FEBRUARY 2006 PORT ST. LUCIE, FL. 34983 NOT TO SCALE '�LORTaP PHONE (772)8J3-6400 FAX (772)673-643.3 SHEET WW-8 V NZ LL W w z V Z N oo W >� o 0 3 M� DO 0 N � U +J 0 L 0 N W c _C L N 0 LL Z 0 V) F�1 0d W E W w J � W Z 0 Off d Q Of o DATE 9/5/2005 SCALE 1"=40' JOB NO. DRAWING NO. GENERAL NOTES - All construction shall be in accordance with the latest Florida Department of Transportation Standard Specifications for Road and Bridge Construction with the Standard Specifications of the City/County having jurisdiction. - All applicable City/County permits must be obtained prior to commencement of construction. - All work shall be done in a good workmanlike manner . Material installation shall be in accordance with manufacturers recommendations. - Shop drawings of all materials being used shall be submitted to the engineer of record for approval prior to commencement of construction . - Contractor shall notify the city/county and the engineer of record 48 hours in advance prior to commencing work in city/county Right -of -Way. - Contractor to be totally responsible for maintenance of traffic and safety of motorists and pedestrians using this site. Adjacent streets roadways and waterways during construction maintenance and safety procedures shall conform to M.U.T.C.D. - All Elevations shown or referenced within these plans are based upon information obtained from survey. - The existing elevations shown are for the purpose of indicating the approximate ground elevation at the location shown and in no way reflect surface conditions or subsurface soil condition. - The locations of existing utilities shown on the approved plans are to be verified in the field by the contractor. Any discrepancies shall be brought to the attention to the engineer . At no time is the contractor to tamper with existing utilities except as noted on the plans. - The contractor shall be responsible at all times throughout the duration of construction for the protection of existing and newly installed utilities from damage or disruption of service . - All muck and yielding material within road right of ways , paved areas , sidewalks , building pads, drainage and utility trenched shall be removed completely and replaced with clean fill material in 8 inch layers compacted to 100% maximum density as determined by A.A.S.H.T.O. T-99C . - Backfill and Bedding material shall be non -cohesive and non -plastic , free of debris , lumps , clods , wood , broken pavement or any organic or unstable material . No rocks larger than 6 inches shall be permitted as backfill or bedding. - Record Drawing certified by a Florida Professional Engineer or Land Surveyor shall be submitted for review and approval to engineer of record and proper jurisdictions for final acceptance of the system . - U.N.C.L.E. registration number must be shown on drawings prior to start of construction in right-of-way and prior to permit issuance . - Turbidity barriers must be installed at all outfall locations prior to connecting to receiving waters. Turbidity barriers must remain in place until construction is completed , soils are stabilized and vegetation has been established . PAVING GRADING AND DRAINAGE NOTES: - Asphalt pavement shall conform to applicable parts of section 300-339 as described in Florida D.O.T. standard specification for Road and Bridge Construction . - Limerock base construction shall conform to applicable Parts of section 200-230 as described in Florida D.O.T. Standard Specification for Road and Bridge Construction . Base course shall be compacted to a density not less than 98% of the maximum density as determined by A.A.S.H.T.O. T-180 and have a minimum LBR of 100. Prime coat application rate at .10 Gal/SY density tests for base course greater than 8 inches in depth shall be take in 6-in lifts. - Compacted subgrade construction shall conform to applicable parts of section 120 , as described in Florida D.O.T. Standard Specification for Road and Bridge Construction compacted subgrade shall be compacted to 100 % maximum density as determined by A.A.S.H.T.O. T=99C . - Proctor tests for subgrade and base materials shall be supplied by the developer . Density tests shall be taken at a minumum of one per 500 square yards . THe developer shall pay for all testing if the required density is achieved . Contractor shall be liable for all retests for any failures . Tests location shall be determined by the Engineer of Record . Base/Asphalt shall not commence until satisfactory density tests have been reviewed by the Engineer of Record. - All underground utilities situated in paved areas , included but not limited to ; sewer and water mains , gas mains , electrical distribution , telephone , etc. shall be completed and approved before any subgrade work commences . - Concrete for curbs , gutters , drainage inlets , sidewalls , etc. shall be class 1 in accordance with F.D.O.T. Standard Specification for Road and Bridge Construction section 345. - Pavement markings and signage shall conform to Florida D.O.T. Roadway and Traffic Design Standards , the Manual on Uniform Traffic Control Devices , with the Stapdards of the Agency having jurisdictions . - Radii refer to edge of pavement unless otherwise noted - Materials and workmanship in county rights -of -way shall meet the requirements of the county. - No asphalt shall be placed in city , county or state rights -of -way until certified as-builts of the finished rock base have been submitted to and approved by proper agency. - Any Muck (A-8) materials found in subgrade shall be removed and replaced with approved materials . - All berms and grassed areas will be seeded and mulelied . Slopes will be sodded . - Location of drainage structures shall govern and pipe lengths may have to be adjusted to accomplish construction as shown on plans. - If hardpan is encountered within retention area or sw;iles , it shall be completely removed and replaced with granular material . - Erosion and sediment control ; contractor is responsible for providing erosion and sediment control using the latest FDOT standards baled hay , straw and siltation barriers will be installed where needed to prevent siltation of adjacent property public right-of-way wetlands and waterways . These measures will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent properties. - Entrance traffic control , stop sign , stop bar and lane delineator shall be in accordance with M.U.T.C.D. specifications. - MES indicates mitered end section per FDOT index $ 272. - All areas disturbed by construction shall be restored to pre -construction conditions or better. GENERAL NOTES FOR WATER AND SEWER - Permitting, construction ,operation & maintenance of Public Water Systems shall Comply with Local & State standards as well as FDEP Chapter 62-555. - Permitting, construction ,operation & maintenance of Reclaimed Water Systems shall Comply with Local & State standards as well as FDEP Chapter 62-610. - Permitting, construction ,operation & maintenance of Wastewater Collection Systems & Transmission Facilities shall Comply with Local & State standards as well as FDEP Chapter 62-604. All applicable permits must be obtained prior to commencement of construction All applicable fees and charges must paid prior to commencement of construction . - The location of existing utilities as shown on approved plans are to be verified in the field by the contractor. Approval of development plans by the utility department in no way implies verification of the accuracy of the plans or feature depicted thereon . Any discrepancies in or variation from the approved plans is to be brought to the attention of the proper agencies by the engineer of record. - The contractor shall be responsible at all times throughout the duration of construction for the protection of existing and newly installed utilities and improvements from damage , disruption of service , or destruction The contractor shall be responsible for taking such measures as necessary to protect the health , safety and welfare of those persons having access to the work site . - The contractor shall notify the city or county and the engineer of record at least 48 hours in advance of commencing construction . - The contractor shall be responsible for obtaining locations of all utilities and notification of U.N.C.L.E. , 48 hours prior to commencing of construction . - A pre -construction meeting is to be held prior to construction and should be attended by the contractor, engineer and other interested parties. - The engineer of record and the utility inspectors shall be notified 48 hours in advance of all activities that require their inspection . - Construction shall be carried out in strict compliance standards accepted by the Seacoast Utility Standards and Specifications . - Contractor shall maintain a current approved set of construction plans on site and a copy of the utility standard specifications and standard drawings. Plans and specifications are to be made available to county/city/utility personnel upon request . - Where sanitary and sewer mains cross under water mains with less than 18 inch vertical clearance and where the sanitary sewer crosses above water main , the sanitary sewer shall of class 52 Ductile Iran Pipe for a distance of 20 feet centered on the point of intersection. A horizontal separation of 10 feet shall be maintained between sanitary sewer and water mains. In no case shall the vertical clearance between any underground be less than 6 inches. - All gravity sewer shall be PVC SDR-35 min and meet the specifications of the utility standards . - The Engineer will carry out inspections of work. The city inspectors will inform the contractor when to backfill the infiltration/exfiltration tests. - A green locator model No 1253 as manufactured by automations products co. shall be installed at every service and WYE . - The contractor shall supply and install approved reflective markers to be placed in the center of the driving lane adjacent to fire hydrants (Blue Reflector). n - No deviation from the approved plans sha.711 be permitted without the written consent of the engineer of record and The utility department , - All density tests shall be taken by a Certified Testing Laboratory . Tests shall be conducted under the direction of utility representatives , - In Accordance with Florida Statub 90-096 FS , known as the " Florida Trench Safety Act " Contract Bid Documents must identify all costs and method of trench excavation exceeding Five ( 5) feet in depth .The contractor must submit a letter to the engineer of record , acknowledging that he has?? complied with the foregoing prior to construction. - In any conflict with these detail§ and notes , The utility department standard specifications and standard drawings shall govern . - COLOR CODE STANDARDS: a -All water main pipe, including fittings shall be color coded or marked using blue as a predominant color to differentiate drinking water from reclaimed or other water. Underground plastic pipe shall be solid -wall blue pipe, shall have a co -extruded blue external skin, or shall be white or black pipe with blue stripes incorporated into, or applied to, the pipe wall; and underground metal or concrete pipe shall have blue stripes applied to the pipe wall. Pipe striped during manufacturing of the pipe shall have continuous stripes that run parallel to the top of the pipe, that are located at no greater than 90-degree intervals around the pipe, and that will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe , the tape or paint shall be applied in a continuous line that runs parallel to the axis of the pipe and that is located along the top of the pipe; for pipes with an internal diameter of 24 inches or greater, tape or paint shall be apllied in continbous lines along each side of the pipe as well as along the top of the pipe. Aboveground pipe at drinking watbr treatment plants shall be color coded and labeled in accordance with subsection 62-555.320(10),F.A.C. anj all other aboveground pipe shall be painted blue or shall be color coded or marked like underground pipe. b-All reclaimed water vavles and 9ultlets shall be appropriately tagged or labeled (bearing the words in English and Spanish:"Do not drink" together with the equivalent standard international symbol) to warn the public and employees that the water is not intended for drinking. All piping, including fittings shall be color coded using Pantone Purple 522C as a predominant color to differentiate reclaimed water from drinking water. Pipe striped during manufacturing of the pipe shall have continuous stripes that run parallel to the top of the pipe, that are located at no greater than 90=degree intervals around the pipe, and that will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe , the tape or paint shall be applied in. a continuous line lne that runs parallel to the axis of the pipe and that is located along the top of the pipe; for pipes with an internal diameter of 24 inches or greater, tape or paint shall be apllied in continuous lines along each side of the pipe as well as along the top of the pipe. New systems and expansions of exisiting systems shall comply with this color coding standard. - The following documents are to be filed at the utility department prior to the water meter 1- Certified Record Drawings " As -Built " plans approved by the utility department. 2- Letters of acceptance lthere it is applicable from Florida Department of Environmental Protection. 3- Certification by the Engineer of Record. 4- Dedication of all utility easements that are shown on the recorded plat . 5- As -Built Mylar and foul' (4) signed and sealed copies of as-builts certified by a Florida Professional Engineer or a Florida Land Surveyor .engin 6- Final inspection verification by the utility department. WATER SYSTEM NOTES - All water mains shall be Ductile Iron Pipe or PVC DR 18. - All Ductile Iron Pipe B" and larger must be a minimum of class 51. 4" to 6" DIP mist class 52 or better. Pipe sizes shall conform to AWWA C110/A21.10-87. All Ductile Iron Pipe shall conform to the requirements of AWWA C151/A51.10-86 and be cement mortar lined and seal coated per ANSI/AWWA C104/A21. 4-07 latest revision. - Fittings shall be cast iron on Ductile Iron meeting ANSI/AWWA C110/A21.10-87 latest revision Fittings must be cement mortar lined and seal coated per ANSI/AWWA C104/A21.4-85 latest revision. - Gate Valves 4" or larger shall meet ANSI/AWWA C509-87 and C500-66 specifications latest revision and shall be iron body bronze mounted , double disk resilient seated , none rising stem , parallel fit type , opening counterclockwise and shall have a minimum working pressure of 200 PSI valves and must be Mueller Cc or approved equal. - Fire Hydrants shall have safety flange construction ,cast iron body , fully bronze mounted , suitable for working pressure of 150 PSI and shall meet the requirements of AWWAC502-85 specifications , latest revision . Fire hydrant shall be traffic breakaway type Mueller co. model A -423 or approved equal . - Fire hydrants shall be installed with the center of the nose 18 inches above crown of the road (Finish Grade minimum). - All meter service connections shall be bronze from plug valve to plug valve and shall conform ANSI/AWWA specifications C700-77. - Pavement shall be carried out in accordance with the requirements of the authority having jurisdiction . - All trenching, pipe laying , backfill, pressure testing and disinfecting must comply with Utility Department Specifications. - All connections to existing mains shall be made under the direction of Utility Systems Department . - The minimum depth of cover over water mains shall be 30 inches for DIP and 36 inches for PVC. - Disinfection of mains shall comply with AWWA 651-88 latest revision. Standard Bacteriological sampling are designated on the engineering plans . - Minimum valve spacing shall be in conformance with section 8.2 of the ten states standards and the maximum distance between valves shall not exceed 800 feet. - All pipe fittings Etc. , shall be tested under a constant pressure of 150 PSI for 2 hours and shall not exceed the allowable leakage as per AWWA specifications for latest revision of C600-87 leakage formula .5 L= SxDxP 133,200 Where L = Allowable leakage , in Gallons per Hour S = Length of pipe tested , in feet D = Nominal diameter of main in inches P = Average pressure during test , in PSI If the section under test contains different pipe diameters , the allowable leakage will be the sum of the computed leakage for each pipe . - Leakage test pressure shall not vary more than 5 PSI and maximum allowable length of pipe shall not exceed 2000 linear feet . - The eontracticr shall be responsible for Bacteriological tests. The contractor shall notify utility department when they are ready to take Bacteriological tests. - In accordance with Florida Statue 90-096 FS , known as the " Florida Trench Safety Act" the contractor bid identify all costs and methods of trench excavation exceeding five feet 5 ft in depth .The document must Y ( g ) P contractor is responsible that all sheathing and shoring installation shall comply with OSHA excavation standards . The contractor must evaluate the geotechnical data and design the trench safety system accordingly . The contractor plust submit a letter to the engineer of record acknowledging that he has complied with the foregoing prior to construction . - In any conflict with these details and notes , the utility department standard specifications and standard Drawings shall govern . A copy of these shall be kept on site at all times . I E ®..®.®..®..®._.s..,,.....,............. ._,_._.®.®.......... . G GROUNDxx 0 NOTE: FOR PLACEMENT OF I 'i// BACKFILL OVER PIPE I z ow� ���A` PIPE iSEE SPECIFICATION O.D. + 24" '!VAS w = a C o 12/\1 12" 12" wA/,, /�/` PROPOSED PIPELINE HAND PLACED SELECT I MATERIAL IN 6" LIFTS :t LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL 1 EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. STANDARDS. COMPACT TRENCH BACKFILL TO 98% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180. DENSITY TESTS SHALL BE TAKEN AT 12" LIFTS EVERY 100' IN PUBLIC RIGHT-OF-WAY AND 200' IN EASEMENTS Standard Trenching Procedure ..... �._.----._. s,_. ®"._........ ­­ ....... . _ I 0 I I I V NZ LL W W Z_ U Z W 00 co N co O U I 0 00 W 0 N L v +� 0 L V) C J � L N 't L U I,I.I a m In Q iD m r a� 2 O Z LJ aZ =g LJ LL J_J a In Z O V) CY N a � za J � ~ TT kk V O Ld Z_ O G 0_ (L 0 DATE 9/5/2005 SCALE 1"=40' DRAWING NO. 4 BUILDING IS SHELL ONLY BUILD -OUT BY OTHERS le 2. 3. 4,o 5. 6. 7. 8. 9. 10. it. t2. 13. 14. 15. 16. 17. 18. 19. I� , LOOI"� PLAN kNORTH7HAL ROOFF S ROOF EXT * E LE VAT ELEC. SECTIONS ._ DETAILS SECTIONS & DETAILS FLOOR PLAN (SOUTH THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT II'.` MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES: FILE COPY ST. LUCIE COUNTY PLAN REVIEW BLDG: DATE: 0-0 ELEC: < <, T DATE: 7• LI - PLUMB DATE: &&Af MECH: DATE: APPROVED z a W 191 0 eo Lo CO 0 c' � O^ O � w0� a .a w z x ra h�l � ..W c GA wz� �Zo �x MO wW� E., a b �.1 CT 2 3 2007 0 w w A C> � a F-1 V 1 1.4 W � cl, o o o pq a a � � H W� w 0 4" CONIC. FOOTING W/ LAYER 6"X6" -W1.4 X W1.4 W.W.F. (SEE FOUNDATION PLAN) WELD PLATE TIED INTO SLAB. (SEE PAGE 8 2" DIA HOLE. (SEE 7° FOR DETAILS) FOUNDATION PLAN ` CENTER ON 2" HOLE. FOR LOCATION.) I r ADOITIONAL LAYER W.W 9 ( 5 ) #5 REBAR (CONT. ) (5) #5 CORNER BARS 2'-0" TYP . O T I N - 1/2►► = 1 9 -off - N i NOTES: 1. SAWCUT WITHIN 12 HOUR PERIOD AFTER CONCRETE IS POURED UNLESS OTHERWISE AGREED TO BY ENGINEER. 2. REFER ALSO TO STANDARD NOTES. 3. 6" SLAB MIN. S CUT DETAIL. - I.1/2" _ 19_011 - GENERAL AND FOUNDATION NOTES: 1. SOIL AND FILL UNDER ALL CONIC. SLABS AND FOOTINGS SHALL BE CHEMICALLY TREATED WITH POISON. 2. FILL SHALL BE CLEAN, FREE FROM ORGANIC MATTER AND COMPACTED. 3. PROVIDE VAPOR BARRIER UNDER ALL INTERIOR SLABS. 4. ALL CONC. SLABS SHALL BE 4" OR 6" THICK, REINFORCED WITH LAYER 6X6-W1.4XW1.4 W.W.M. (SEE FOUNDATION PLAN) 5. ALL FOOTING AND SLAB CONC. SHALL HAVE 4,000 P.S.I. MIN. STRENGTH AT 28 DAYS. W/ A B" TO 11" SLUMP. 6. FOOTINGS ARE DESIGNED FOR 2,500 P.S.F. BEARING LOAD. 7. ALL SPECIFICATIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR. 8. ALL EXTERIOR SLABS SHALL SLOPE 1/8" IN 12" FOR DRAINAGE. m T C 280'-0" N.T.S. 34.-0.. 26'-5" ' 31'-0" 32'-0" 29'-1" 12'-0" 12'-0" e'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12--0" 12'-0" 12'-0" i2'-0" 12'-0" 12'-0" 12'-0" PANEL K-4 PANEL H-2 PANEL K-3 PANES K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL H-2 PANEL K-3 PANEL H-2 �Z PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 7" X 5" RECE S (SEE DETAILS) ( TYP. ) Q 7 I T I i I I I--- �---I--- I I I II rI---- i — _� — — I I I I ® J I I X 16" CONIC. MONO. I I I I I I I I 124" X 16" CONIC. MONO. I FOOTING W/ (5) #5 BARS (CONE (SEEDETAIL (SEE CETAIL "A") I I I I I I FOOTING W/ (5) #5 BARS (CONT.) I "A") m a (TYP.) I I I (SEE DETAIL I I I } I I I I I I I ( I I I I I I I I 1 I I I I i 11 I I )(TYP.) CUT LINE _ _ _ _ _ _ _ _ I_ _-.�_ _ _ - _ _ _ _ _ _ _ II i I I II I I-------I-- CUT LINE -II-----II -- - -- -----II--------II--- C-T LINE - - --- - - - - -I II ---- - - - -- ---- - - - - -- - --I-CU-LI-N I I ) I I I E-----------I- NwN ^a- I I D I I I I I I �h 1 1 I I I I I I I I m I I I I m I CUT LINE ---------4---------- I i I ! I - -- m I II 3" SO. STEEL COLUMNS (SEE SECTIONS) 4" CONC. FLOOR SLAB - - -'- - - - --- - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - LIIII - - - - - - - - - - - - - - - - - - - - - - -IIII W/ LAYER II CONC.FLOOR SLABS ZI6X6-w1.4xW1.4 I9" II CONC. FLOOR SLAB I / LAYER I I I 0" X 6" THICKENED ONCW/ LAYER< XW.9 I 1" CONIC. FLOOR SLAB SLAB W/ (2) D6X6-W1.9-1.4IWXW1.9 I LAYER LAYERWAW(NCENTER D UNDER L _ _ _ - _ - - _II ARTYPRTW/ PITIOX6-W1.4XW1.9 ABOV 1 I 1 I I I I > I CUT LINE I I I I I I I I I E CUT LINE"-' YI CUT LINE �( I 1{ I I I I I CUT LINE W SCUT LINE �J --- ---- - -_---I-_--- L-1--------I-- _-I---- _-4--------I I �I-------�- - �---r--I--------I----_1- <- mJ < tia� J I I I I I II I I I I I I I I I I 1 I I I I I I' I I---------F____---_II I (I I I I I I I THESE PLANS AND ALL, --- - - - - � - - - - - - - - - -� I I I I I I I I f I 1 I I ARE SBETTOANY REQUIRED BYFlELD IM ----I— ---- ---- ----� -- J 1 LI— -- I I I MAYQE.NEQESSARY v o I f� 2 4" X 1" C D N C. MONO m 24" X 16" Cpo5) MONO. . FOOTING W/ (5) #5 BARS (CONT.) I A P P L I FOOTING W/ f 5) # BARS (CONT. ) ,y ( SEE OE�AIL- z (SEE DETAIL "A") l .a j la ( TYP. ® ^ i ¢ 7" X 6" REC YP. ) I m SS - m a ( SEE DETAIL (TYP.) ) I m z -- —I m w I I a J w I ,.._ , 1 COLUMNS J J J j j— L2" ROUND CONC OVER 36" X 36" X 12" "m 7 CDNC, PAD FOOT NG zo m W/ #5 RODS B 6 o.c. 12" ROUND CONC. COL. - 1O m 12" ROUND CONC. COLD NS 'O N ee. weV (TYP.) N m '— OVER 36" X 36" X 12" '-"" "'I -� ' OVER 36" X 36" X 12" m (SEE SECTION) 12" ROUN CONIC. COLUMN ONC. PAD FOOTING W/ #5 B 6" '—' �o CONC. PAD FOOTING OVER 36" X 36" X 12" m I o.c. (TY) B 6" o.c. W/ #5 TYP. m m CONC. PA FOOTING J J W/ #5 RO S B 6" D.C. I yRODS (SEEwSECTION )m J (SEEwSECTION)) m '�., ea. way TYP.) ro Ij , W -7 N ( SEE SEC ION) J ( 2 ) 12" ROUND CDNC. COL MNS �` J OVER 72" X 36" X 12" CDNC. PAO FOOTING I J I J I J (21 12" ROUND CDNC. COL. X 1 OVER 72" X FOOTING CONC. �� I J 'Ti J �p J = ` ea.# eRRODS e 6 o.c. ROOSFE06" C.± ( SEE SECTION) 0o 0. ( TYP. ) MEW Q I (SEE SECTION) I 12'-0" 8'-0" '-0" 12'-0" 12'-0" 12'-0" 12'-0" 8'-0" 8'-0" 12'-0" 12'-0" 3'-0" 9' 0' 12'-0" 9' 0" 3'-0" 12'-0" 12'-0" 8'-0" 8'-0" 12'-0" PANEL A-1 RAN L A-2 PANEL A-3 EL 1 PANEL C-2 PANEL C-3 A - PANEL C-3 —1--PANEL C-4 ANEL C-5 - PANEL C-2 P C- A - PANEL E-2 PANE E-3 PANEL G-1 PANEL G-2 PANEL G-3 PANEL G-4 PANEL G-5 PANEL G-3 30'-0" 95'-0" 30'-0" ' 95'-0" N.T.S. " 7'-0" 20'-0" 7'-0" 5'-6" 20'-0. 5'-6" 20'_0" 5'-6" 20'-0" S'-6" 10'-0" 20'_®" 10,_0" 5'-6" 20'-0" 5'-6" 20'-0" 6,6�' i 6" 6' 6" 6„ 6, 7'-6" 21'-0" 7'-6" 31'-0" 21'-0" 31'-0" 10'-6" 21--0" 10'-6" 31'-0" 21'-0" 295'-0" N.T.S. FOUNDATION PLAN - SCALE: 1/8" = l ' -0" - (SOUTH HALF) En 0 FILE COPY APPRC\ 'ROPOSED WORK CORRECTIONS RCTORS THAT IN ORDER TO : ;4 1CABLE CODES. O co cc Lo L-` (:o o � es C O^ CA �n wok ~2 Z E-4 E. a a W OO W Q Ha E4 as O �o D OCT 23 213 W � r W V ►. -d OHti r� •f9 C\2 o� a A � w Cq 4. o 31' -0" GENERAL AND FOUNDATION NOTES: 1. SOIL AND FILL UNDER ALL CONC. SLABS AND FOOTINGS SHALL BE CHEMICALLY TREATED WITH POISON. 2. FILL SHALL BE CLEAN" FREE FROM ORGANIC MATTER AND COMPACTED. 3. PROVIDE VAPOR BARRIER UNDER ALL INTERIOR SLABS. 4. ALL CONC. SLABS SHALL BE 4" OR 6" THICK, REINFORCED WITH LAYER 6X6-W1.4XW1.4 W.W.M. (SEE FOUNDATION PLAN) 5. ALL FOOTING AND SLAB CONC. SHALL HAVE 4,000 P.S.I. MIN. STRENGTH AT 28 DAYS. W/ A 8" TO 11" SLUMP. 6. FOOTINGS ARE DESIGNED FOR 2.500 P.S.F. BEARING LOAD. 7. ALL SPECIFICATIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR. 8. ALL EXTERIOR SLABS SHALL SLOPE 1/8" IN 12" FOR DRAINAGE. 12,_0�12'-el. 12,_®". 12�_®,� 12,_0,. 12-_0,� 12-_0�, PANEL H-2 PANEL K-3 PANEL H-2 PANEL H-2 PANEL K-3 PANEL H-2 PANEL H-: 4" CONC, FOOTING W/ LAYER 6"X6" -W1.4 X W1.4 W.W.F. (SEE FOUNDATION PLAN) WELD PLATE TIED INTO 2" DIA HOLE, (SEE 7"BDETAILS) 8 FOUNDATION Ak,�—ADDITIONAL TER ON 2" HOLE. LAYER W.N.5 ) #5 REBAR (CONT.5) #5 CORNER BARS 2'"-s TYP . 0 4 T I NG - 1/211 = 1 -Off - 12 0' 12'-0" 3y'_0" 12'-0" {.,� 12'-0" 32'- li 12'-0" �( PANEL K-3 - I �.{ PANEL H-2 I PANEL K-3 PANEL H-2 PANEL K-3 P "-i NOTES: 1. SAWCUT WITHIN 12 HOUR PERIOD AFTER CONCRETE IS POURED UNLESS OTHERWISE AGREED TO BY ENGINEER. 2. REFER ALSO TO STANDARD NOTES. 3. 6" SLAB MIN. S CI T E T A I L - I . 1/2" e 1 ' -0►► - 29'-7" PANEL K-3 PANEL K-3 PANEL H-2 PANEL K-1 7" X 6" RECESS (SEE DETAILS) (TYP.) ---- - --T_- -I-----I-----------T1 fl---- i ---i -- i --- i ---- ---I--- --------------- —I-----I I � I I I I II I II I II I I IIII IIII I I I II PI C CONC. OING W/ (5) #5NOS ME ONi. ) 24° X Il6" (OEPDETAIL A") NG W/ (5) #5 BARS (SEE pETAIL "A") (TYP. I , I I II I - I CUT LINE' — I I I I I I � i_ LINE//_$�N- - -I_C ._ _ _ _ _ - --`{- - -- - - - - — - - - - CUUT_LINE— CUT LINE I { I I I I { I I I I JI II I I I I I I I II I I CUT LINE — f — — -- F I I N I { r — — I I { I I I II II I I I I i _ I I I I I _ ----I---- --- I -- - - - -- -- WLAYEFLOOR SLAB - _ _ - _ - - _ _ _ - - - _ - W I-.-._ _ - _ - - - - _ _ - - / R ___- _ _ - _ - - _ „ I -------- I I III III I II III II'I. I II I II I II I II I FFTM�G-w1.4xw1.46X6 WCONC, FLOOR SLAB 4" CONC. FLOOR SLAB I II I OOR SLB / R ^;6X6-W1.49" CONC. FLW/ LAYER dNDH W/ LAYER 6X6-W1.9%W1.4 SLABW%(2#5A TIONAL XW1.4 6X6-W1.4XW1.4 LAYER W.W.M. (CEN I FREE) UNDER \T I I PARTY PARTITION ABOVE) I I I -- - - - - - - -)--- -II II I I I -( I I CUT LINE II II I�[�\CUT IINEI I I W `-CUT LINE I I I I CUT LINE— Y! CUT LINE G- _ _ - _J _ _ -. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___�_______I___-_--__ _-I_____-__I 1 I I I I I I I I I I I I I I I I r I I I I II I I I � I I { I I---------r--------rl ( I I I I--------- i I I I I {—--- —_-—I 24" X Id" CONC. MONO. 24" X 16" U(U5gI) MONO. I FOOTING W/ (5 ) #5 BARS (CONT. ) FOOTING W/ f 5) #S BARS (CONY. 1 -i ( SEE DE AIL 'A") ti ti I (SEE DETAIL " ) (TYP.) I ( a x ( TYP. ) o LL r I 7" X 6" RECESS w z L — __ (SEE TYP.OETAILS ) b W Z a 1 12" ROUN OVER 36" CONC, RC ' m 12" ROUND CONC. COLD N /,.�eVa. we 12" ROUND CONC. COLD OVER 36" X 36" X 12" m .--'--- (SEE SEC OVER 36° X 36" % 12" r-' -1 CO NC. PAD FOOTING - 12" ROUND C NC. COL N DNC. .PAD FOOTING , 1 W/ #5 R005 N 6" o.c. rn OVER 36" % 6" X 12" e Wl 05 RODS @ 6" C.c. ea. we (TYP,) ea. uSE SECTION) CONC. PAD F OTING i yy ( BEE SECTION 1 W/ #S RODS 6" o. c. (SEE SECTION) 'm J I I W , eSEEWSECTIY )) M w 1 (2)OVE12" ROUND"CON12 COL - II I IF I OVER172"ROUND"CON12^COL S II S I I I I 1CIONAS RODSFEO6�No.C. 95 71, 10'-0" m E 5" O.C. 2 _qu 20'-0" 'L G-4 I.PANEL 12'- PANEL G-3 ea. we (TYP. ) (SEE SECTION) PANEL I-1 PANEL I-2 I 30'-0" 6" OVERR36" XC36" XCOLUMN CONC. PAD FOOTING 22 W/ #5 RODS B 6" O.C. ea. way (TYP. ) ( SEE SECTION ) i J �l PW41 APPROVED N in THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Or MAYBE NECESSARY IN ORDER TO ` o COMPLY WITH ALL APPLICABLE CODES. FOUNDATION PLAN - SCALE: 1/81F = 1 ' -Off - (NORTH HALF) U z FH FILE COPY w v a c_O L0 M1N. TOILET FLOOR PLAN - SCALE: 3/8" = 1'-0" - TOILET PAPER HOLDER 4' -01, 3' -6" /, 1,'1_0" a i.i/2" DIA. GRAB BARS PAPER T FRW�- DI SPENS 0 TOILET ELEVATIONS SCALE: 3/811 -'-off - -18" X 36'' MIRROR LEVER TYPE HANDELS 280'-0' N.T.S. TOP OF WALL EL.= 18'-5.1/2" A.F.F. TOP OF BAR -JOIST EL.= 18'-4" A.F.F. 34'-0" 28'-5" ' 31'-0" 32'_0" 29'-4„. 12'-0" 12'-0" B'-0" 12'-0' 12'-0' 12'-0" 12'-0" 12'-0" 12--0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" PANEL K- PANEL H-2 PANEL K-3 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL H-2 PANEL K-3 PANEL H-2 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 6'-0" 6'-0" 6'-0" ' 6'-0" 6'-0" 6'-0" 6'-0" ' 6'-0" 6'-0" 6'-0" moll m A r I ¢ O N m LL , J d Q o w I{ o^ i r mr ao z o �- wo Id zW r 1 z ¢ \ \ I rQ II`I`Y WW > JlII O^ % ¢r r W I W W w Z_ Z 110 N HC _ HtH- I4 F�-O ( wo Q 0lli m J Y f ' QH Q2 T £ GI"1 I �. WN (L 1 J y fir. WU \ W -' INW W¢ yw ` / / 'rW a`� ¢ " W z °a' o J / WN NW \ ¢"a n. STEEL WALL BEAM ABOVE STORE FRONT BELOW. TOP OF BEAM rW m W w .zoi ¢ r \ rw =m r `c W ,�� Irw aN °1 w ao EL.= (SEE 11'-0" A.F.F. _ FUTURE TOILET SECTION) STUB PLUMBING \ zm z wJ \ \ ¢o a - xr c� zW \ a.. I \ \ 'W-z �z z¢ 8'-4" r ® LL ! m w o z raY - r IN SLAB fTYP -. II I oN� % II 1 N' ,Oj v = I i II wJ WH> I lI wlo,,4> ¢oi II 7" II z W ` wH> IF M O m 1 W / i ,• I1�I I - S�-g"� I' rr 20.¢ 5 �A1 ✓i I` I 4LLY \ \ ¢O< I II1_i I¢O H / Imo— � / i �{I S�-g",j I�^— m Jf I1.-1 `^ d Q W, O �- ( ¢O£ 11 ' m ro = 0 W =o�-_----' I W¢s `3_BX6-8 \ �! / �I I 1¢+W o LLw H % ¢tea \ \ /3-0X6-8 \� r_ I { 0 -y/ \ �.'y \-` 3-0%6-B LLL �'-_''_---� s w¢ I _ ¢oz. ® ( Hl�lo I �• I \ 3-0%6-8\ '� H ¢oa Ll-_ -� \ % 1 LLw P•1 ¢ ¢tea il-� o NLLJ \ ` / / - -I i /3-0%6-0 \ y f r- J �_-- �,} �'- -1 0" I \ 3-0% 8\ N " / I w¢ ¢oz H o �-ww rc r ¢_< srU 3-0X6-6 \ F r-_-_-__.�c ----_ N w ti W 3" X 3" STEEL COLUMN 1 FINISH 70 MATCH STORE FRONT RED. z� o Nw J J FUTURE TOILET STUB PLUMBING \ �o FUTURE TO ETFUTURE NLLJ STUB PLUMBING \ ""� LUMBING ¢ \ a AS _- tJN 1 \ eyl�,` I T IN SLAB f TY ) F UNIT IN BLAB �P. 1 �T/.r—\] N T t- �'' LTNIT IN SLAB (TYP.0zQ v I VNITryI/�//�IT .i t./ 1 VIi I t./ V ■ °1 J 4 HOUR FIRE RATING N THICK STEEL BEAM ABOVE STORE FRONT REINFORCED w WALL BELOW. TOP OF BEAM CONC. WALL PANELS. c. , EL.= 11'-0" A.F,F. I 18" IMIN.1 ABOVE FINISH , m o a m J r ( SEE SECTION) ROOF. m w r LLO H Q 6 a a 3'-0" X 6'-8" FIXED X 61-B" FIXED GLASS FIXED GLASS WINDOWS (TYP.) WINDOWS (TYP. ) 3'-0" X 6'-8" N FIXED SLATS WINDOWS (7YP.) ® ' LL _ - O 3'_0' X 6'_8" - W w w a ^ n - WINDOWSL(TYP.)jj m a m m m I I I I m m Q IT z W �� W -_--m t0 W? CI p m I I I /// x I - LINE 0 ROOF D.H. ABCV ---�•I I It-7 I L NE F R OF O.H. ABOVE m I - I -: m LINE F ROOF H. ABC E I I I _ - I I 12" DUN BLOC MR CO C. CDLU N m FI LED W/ CONC SEE SECTION W �. 1 + I - I_" ,OS T I I W -���--{ L _ _ _. _ J. -I_ _I _ _ _ _ _ L_____ __ - _ _ _ _ _ _I _ _ _ _1 LINE OF ROOF O.H' AB _ -_ VE z __ _,_��__I _I W I I itI I I I I l 2' ®„ B' '-0" 8'_g,. '-0" '-0" 6'_ 6'_g„ '-g" '_0" 8'_g" 7._g. 4'_ " 4'_ " 7,_g" Q B'_g. '_g„ ._g" - 5,_g„ '_g" ,_g" 2'Jg" ,_g. 2'_0„ 2 -0' 2'_g" 2'_0" 2'_ „ ,_g, 2''g. 2,_g.' 2'_g„ - -0" 2,_g„ Z ,_g' 2,�g" 10'-0" 12'-0" 8'-0" '-0" 12'-0" 12'-0" 12'-0" 12'-0" B'-0" e'-0" 12'-0" 12'-0" FIXED 9' 0" 12'-0" 9' 0" FIXED 12'-0" 12'-0" 8'-0" 8'-0" 12'-0" PANEL A-1 PANEL A-2 PANEL A-3 EL PANEL C-2 PANEL C-3 L - PANEL C-3 ANEL C-4 ANEL C-5 PA - PANEL C-2 P L - A -1 PANEL E-2 PANE E-3 PANEL G-1 PANEL 6-2 PANEL G-3 PANEL G-4 PANEL G-5 PANEL G-3 95''0" ' 30'-0" I I 95'-0" N.T.S. TOP OF WALL E .= 20'-0" TOP OF BAR -JOIST EL.= 19'-61 TOP OF WALL = 22'-0" A.F.F. TOP OF BAR -JOIST EL, 19'-4.1/2" A.F.F, OP OF LL EL.= 23'-0" TOP OF BAR -JOIST EL.= 9'-6" TOP OF WALL EL.= 22'-0" A.F.F. TOP OF BAR -JOIST EL .= 19'-4.1/2" A.F.F. " 7'-0" �_ 201-0.. _ I 7'-0" 51-6" 20'_g„ 5._6„ 20,_g" 5'-6" 20,_g,� 5'_6" 1g,_0" 20,_0" '_@L- 5'_6" 2g'_0.g" 6. 6 6„ 6 6" 6" 6" 21'_0„ 7,_8" 31'_0" 21,_0" 31'_g„ 10'_6„ 21,_g" 10'_6" 31'_0" 21'-0" TOP OF STEEL BEAM B COVERED WALK -WAY EL.- 11 =0" A.F.F. TOP 0 STEEL BEAM G COVERED WALK -WAY EL = 11'=0' A.F.F. TOP 0 STEEL BEAM B COVERED WALK -WAY EL.= il'= A.F.F. TOP EL BEAM B COVERED WALK -WAY EL.= 11'= F.F. i 295'-0`14 T S _... ( SOUTH HALF) - SCALE: 1/8" = 1'-0" - ALL GLASS TO BE TINTED LOW AREA CALCULATIONS: UNIT #1 1,880 sq UNIT #2 1,421 UNIT #3 1,550 UNIT #4 1,600 UNIT #5 1,646 UNIT #6 1,592 UNIT #7 1,550 UNIT #8 1.642 UNIT #9 1,659 ft. TOTAL A/C 14,540 sq. ft. / OPEN TERRACE 540 sq. ft. I COVERED WALK 2,391 sq. ft, TOTAL BUILDING: 17,471 sq. ft. FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, r l L APPROVED C V_ 0 Ee o 0 ►ra Cc 0 07 Af7 <C .a w aZ� ..w wZ E-4 a E-o-4a wZo r' ® x Q E4 o W F+1 eH Q pN.•yH w 7W I� �d z �1 ~y •0 Ir-H P efJ o o Ate., A w w 0 rri \ 3-OX6-8 z / 5 1 _ 0 11 - CV \\ 1.1/2" DIA. M8RROR36" CD // TOILET GRAB BARS -- PAPER HOLDER PAPER T WEL -I 4'-011 DISPENS R LEVER TYPE 11 3'-611 1' 0" 3'-�" HANDELS J [� MIN. 6" 4 _6 (1 = HDCP WC -M z I g z z� x I Q H HDCP V m I H HH I 1 cv cv 7 1 _ 611if - MIN 6ti . MA N. TOILET FLOOR PLAN TOILET ELEVATIONS 7" MIN. - SCALE: 3/8" = 1 ' —011 - - SCALE: 3/8" = 1 '-Ott - 295'-0" TOP OF WALL EL.= 18'-5.1/2" A.F.F. TOP OF BAR -JOIST EL.= 18'-4" A.F.F. TOP OF STEEL BEAM @ C VEREO 32'-0^ 29'-9" 1 31'-10" 31'-0" 32'-10" 29'-7" PATIO EL, = il'=0" A.F 12'-0" 12'-0" 12'-0" 12--0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12--0" 12'-0" 12'-0" 32'-0" B'-0" 12'-0" 12'-0' PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL H-2 PANEL K-3 PANEL H-2 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL K-3 PANEL H-2 PANEL K-1 6'-0" 1 6'-0" 6'-0" 6'-0" 6'-0" 1 6'-0" 6'-0" 6'-O" 6'-0" 6'-0" 6'-0" 1 6'-0' n n n n n 12" ROUND 30LS0 NON -BEARING A.P.O. n r X %016"ASTEELL x x x x x x x COLUMN (SEE SECTIONS) C TYP. > OAS a z � z I m a a o I I• � I la "' m a � w ` ( S zo I Z, W N QI Z W J N lln \ " w� I I I _' o a ao" fLl- wwo m w = w m waw ( ¢o O \- .a., / I 1 _m 6 .. 4£ dW W / 2w mZ O wN W2 / �, wM. U ` III '~ 0 o wN �\ a / W 1 J N w mo i \ / yW I I ¢ W W w \ FW ' \ WJ I S ~ ZN ¢v I wWm \ 16W / o 'a O zN /_ ¢... ` O ooQ B -4x p m N Z wJ QO J sr hW zm ¢-- FUTURE TOILET STUB PLUMBING I , a - �" _ — — -'_-_ �- II - J c II'vTp W.> Zm — — — — N .< > — — — ooal�� ¢$¢ E — II II II -�- �- J w z B N O 1 m 1-6ZQ 00¢ w > �r / o Nw � _ --IFr I II 'WJ zs 1 N SLAB ! TYP. ) _ I I — � .D 1 I ry - ¢ m 11 y w�£ \ \ moz ._0n moz�c�S \ I+-wF' ¢r i - \ i �IL I_ -1 I �— ma— y \ '-5,_®"-1 a ¢ r ¢oa Wm£ 16,100 �- - / `-`\ill l I \ I� i..-5�'_0��1 Y1- L��..y ," IHa) oo¢ / 1-1- ( Q04 i I II I Y (.i N I�'-' 5�-0"-.j \ I ( I m (V. I I m --'1 " y -J. 1 K IlL L\ 3-0X6_8� _I \ 3-0X6-0 uwl�,, �- \ % ¢oa \ �50 / _y 3-0X 8 \ ( r-_ /�J I \ 3-0X B\ i- ww mr / L- \ 3-BX6-0 \ / I 111' I \ 3-0X6-0 r--�_ �_-_! -7 ¢oz \ ) LLw� o \ Iiii \ / 3-0X6_8 L-�--� I _I 1 III I Nw m w OO m w _ - - - - - FUTURE TOILET STUB PLUMBING IN SLAB (TYP. 1 •W I�--1 _ £ru ,� - - - FUTURE TOILET oo `� NwJ UTURE TDiLET STUB PLUMBING `- ( TUB PLUMBING �._ IN SLAB f TYP. 1 \ IN SLAB (TYP. > ` / o '� 1 ¢ w 00 NIaJ _L-L_�� - - - FUTURE TOILET STUB PLUMBINB •� �-0'� IN SLAB (TYP, ) �N '� j' moa xr'-' o o / Nw J 3'-0 X 6'-8" FI%ED GLASS WINDOWS fiYP.) 3 X 7' I "z I I I = I. 1 - a P 1 - In. r H' a m a m o a o UNIT 3 ITN T _- 4 IJN I T 5 J m o IJN I T ITN I T � , I 1 w• > m Z a m ¢ 11 1 4 HOUR FIRE RATING N I> p m £ m iO N ' I 6.5/8" THICK STEEL REINFORCED SOLID °`. m ¢ w ' CONC. WALL PANELS. 18" ( MIN. I ABOVE FINISH : °' o N I I I m w I` i ROOF. m - m w J !- T T 6 I I • N W J 3'_0" X 6'-S" i 3'-0" X 6'-8" FIXED GLASS I `~ N a W D o WINDOWSL(ATYP. WINDOWS !TYP. - v ) Z \ I o w 3,_0. X 61_81. J I FO X 6'-8" FIXED GLASS m �_ z a a <E FIXED GLASS WINDDWS (TYP.) \ I _- WINDOWS ( TYP. ) - r - - a dWMO OBw m 1 1 rll\ mamma0 L5 _ _ _ L NE F R OF O.H. ABOVE m - _ I I/ A _ I _ _ _ _ _ _ _ LINE F ROOF .H. ABO E_I _ - I LINE F ROOF H. ABO E I I _ I I I I I \ I I 12" ROUND NO FARING I COLUMN A.P.O. ROUND I I COLUMN (SEE1fi TTDNS `1 - It III I I�-(TYP.) ) in m 1 I { f ( 2" ROUN CO GLUM I I O C K F I LED W i 1 I REINED CED W/ (21 I I DS tSEE SECTIONS I m m ' - t _ _ _ _ _ +++--- _ - _ TYP _ _ — LINE OF ROOF O.H. 4B YE 1 1 —�--- - _ __ - - - - - - ABOVEm = I � � I I LINE OF ROOF D.H. U I I 6'- 6'-0" �_ex �_8x 8'_®x 7'_8" 4�_ x 4 _ 7'_Ox F < 8'_0.1 Ij ._e�� '-0" 6�_0x 8'_8" �_8x �_8x 8'_8" �_8„ ,_8x 8'_e„ 2 ® 6'-8" '-0" 4'-0" 81_0" ,_82, '8. 2•_0° 2_8-0' 2'78" 2��8x �_8" 2�_8�� _0 2'_0" 27_0" ZT- - ' I 2!8., 2_8x 2,L8" _e2_ex 2y -V 2_0x 2._0„ 2"_8x 2.•'8" i F 2J x 'L �_8, 2.L8x 2'_ 8'-0" 8'-0. 12'-0" 12'-0" 3'-0" 9' 0" 12'-0" 9' 0" 3'-0" 12'-0" 12'-0" B'-01, B'-0" 12'-0" I HANLL - PANEL C-3 ANEL C-4 ANEL C-5 AN - PANEL C-2 P L C- - PANEL E-2 PANE ' ' E-3 PANEL G-1 PANEL G-2 PANEL G-3 PANEL G-4 PANEL G-5 PANEL G-3 PANEL G-2 PANEL G-3 PANEL G-2 P NEL G-6 PANEL I-1 PANEL I-2 PANEL I-3 THESE PLANS AND 95'-0" 30'-0" 95'-0" 30'-0" OP OF LL EL.= 23'-0" TOP OF BAR -JOIST EL. 9'-6" TOP OF WALL 22'-0" A.F.F. TOP OF BAR -JOIST EL. A.F.F. OF WALL TOP BAR -JOIST ARE SUBJECT Ti OF OF WALL .= 22'-0" A.F.F. TOP OF BAR -JOIST EL. 19'-4,1/2" A.F.F. .= 19'-4.1/2" EL.= 20'-0" OF L.= 19'-6" 5'-6" 20'-0" 5'-6" 20'-0" 5'-6" 10'-0" 20'-0" 10'-0" 5'-6" 20'-0" 5'-6" 20'-0" 5'-6" 20'-0" 5'-6" 7'-0" lE 20'-0" 7'-G" 13'-6" REQUIRED BY FIE 31'-0" 10'-6" 21'-0" 10'-6" 31'-0" 21'-0" 31'-0" 7'-6" dl �� 21'-0" 7'-6" 12'-B" 6" MAY BE NECES TOP 0 BEAM G COVERED WALK -WAY EL.- 11'=0 A.F.F. TOP 0 9:EErt BEAM 8 COVERED WALK -WAY EL.= 11'=0' /.F.F. �- _` TOP BEAM E COVERED WALK -WAY EL.= li'= . .F. 70P OF Fi.GGL BEAM L COVERED WALK -WAY EL.= 11'=0" A.F.F. PATIOFE94e 6EAM A SO ERED / COMPLY WITH ALI I AREA CALCULATIONS: FLOOR PLAN - SCALE: 1/811- UNIT #1 1,880 sq. ft. v� � UNIT #2 1,421 \ ` UNIT #3 1,550 \ ( NORTH HALF) ALL BLASS TO BE TINTED UNIT #4 1,600 UNIT #5 1,646 / UNIT #6 1,592 UNIT #7 1,550 UNIT #8 1,642 UNIT #9 1,659 TOTAL A/C 14,540 sq. ft. OPEN TERRACE 540 sq. ft. COVERED WALK 2,391 sq. ft. \ TOTAL BUILDING: 17,471 sq. ft. APPROVE[ FILE COPY ALL PROPOSED WORK ANY CORRECTIONS o LD INSPECTORS THAT SARY IN ORDER TO' . APPLICABLE CODES, z ..9 a eo eo co UID o C\ 0 a0� d+ .a E­4 E-+ a oL) Q E.4 a E.4 as ►t��i o V 1�1��I W H U ^+ r2� W a � U N L 1`--� aa, V 1 W cn O a o o Ew4 a A A w 0 WIND INFORMATION - 2004 FBC BASIC WIND SPEED: 140 mph 3-SECOND GUST BASIC VELOCITY PRESSURE: 29 psf OCCUPANCY USE / TYPE: OFFICE RETAIL IMPORTANCE FACTOR: 1.0 EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFF: CH 16 FBC - ENCLOSED; IMPACT - PROTECTED OPENINGS COMPONENTS / CLADDING DP: PER TABLE 1606.2B (SEE ELEVATIONS) MWFRS - ROOF DP: PER TABLE 1606.2A: - 26 psf UPLIFT TOTAL ROOF DEAD LOAD: 5 psf UPLIFT; 17 psf BEARING TOTAL ROOF LIVE LOAD: 30 psf BEARING ROOF TRUSS LOADS: PER TRUSS ENGINEERING MEAN ROOF HEIGHT: < 20' SHEARWALLS: 4' MINIMUM LENGTH - NO OPENINGS BETWEEN REINF. CELLS SOIL BEARING CAPACITY: 2,500 psf ENGINEER CERTIFIES STRUCTURE COMPLIES WITH STRUCTURAL & WIND LOAD REQUIREMENTS OF 2004 FLORIDA BUILDING CODE. 2006 REVISION. MAIN BUILDING ROOF LOADS: LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF UPLIFT: ZONE 1 & 2 (MINUS 0.L.) 26.6 PSF ZONE 3 (MINUS D.L.) 26.6 PSF PROVIDE L 1.1/4" X 1.1/4" X 1/8" BRIDGING WELDED E 14'-0" PER VUL CRAFT SPECS AND B 1ST PANEL. COVERED WALK, PATIO & DRIVE THRUE AREA ROOF LOADS: LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF UPLIFT: 26 PSF UPLIFT G WALK/PATIO 37 PSF BEAMS & COLUMNS: 1Q 12" ROUND CONC. COLUMN BLOCK FILLED W/ CONC. W/ (2) 51s W/ 1 OR 2 #7 TRUSS ACCHORS B EACH. (SEE SECTION 1/13) 2� ENG. APP. WOOD G. TRUSS OR GLUE LAM. (SEE SECTION 1/13 0 DBL. 2X12 BEAM.( SEE SECTIONS 1/13) ® 3" SO. X 3/16" STEEL COLUMN (SEE SECTIONS 1/13) TRUSS ANCHOR SCHEDULE: MANUF. PRODUCT UPLIFT LAT. LOAD S &DBEAM TRUSS REMARKS: 1 SIMPSON A21 175 180 2-10d 2-10d ANCHORED TO DBL 2X6 E TOP OF TRUSS. 2 SIMPSON LUS26 1.115 - 4-10d 4-10d ANCHORED TO DBL 2X6 E BOT OF TRUSS. 3 SIMPSON H10 985 400 8-8d 8-8d 4 SIMPSON HCP2 605 300 6-10d 6-10d s SIMPSON HU28-2 1,085 - TT 6-10d 6 SIMPSON HUC28-2 1,085 - TTN 6-10d 7 SIMPSON MGT 3,965 - 1-5/8" RFB 22-10d EMBED RFB 9.3/8" ANCHOR W/ 2 PART EPDXY e SIMPSON LUS26SKL451. 115 - 4-10d 4-10d ANCHORED TO DBL 2X6 E BOT OF TRUSS. 9 SIMPSON ILUS26SKR4511.115 1 - 4-10d 4-10d ANCHORED TO DBL 2X6 E BOT OF TRUSS. 295'-0" TOP OF WALL EL,- 18'-5.1/2" A.F.F. TOP OF BAR -JOIST EL.= 18'-4" A.F.F. 34'-0" 28'-5" 31'-0" 32'-0" 29'-9" 31'-10" 31.-0.. NN I� I I I I I I I I ( I I I I I I I I 300# J N I <300#6 Q w 4 I I I I 3 I No I<250# y I ( I I I I I I I l I I I a <2 + <250# pwal wN �L� a m I ��ml I I ow a I zz JQ 3 oO 3 1 + 2 I mmm I ( I w I I I I I I I I I I I Sao o� .J _ "N _ -�iON 5 I I Iw 3 Nml. a OD a a x== UU N > JJ J 4 I500# o I I a 0 4 Q<300# I 2+ 1 77#J <250# 77# x 11777 <250# FILI + + 2 x + 0 3 # W N 60 I m l I <250# x — - - <\)250# m m 500 0+ o ti/+O 6 ' 3 3 1 3 ILL. 2- - -- -- - -2 ' <300# --- -- - - -, - -- - - -m -- ® e 3 3 �ii 3 3---- <500# m m <500# --- 3 <500# LI 888# V 500 3 888# 3 4 3 x 3 4 <500# 3 <500# 3 B88# 50 # 3 <500# 3 a< 00 3 500# 8 # 4 1,110# 927# 3 1,110# z 1,110 3 2X 3 1,110# 927# 2X 3 I 927# 2x 3O 2 X 1' 0 30'-0" `3 95'-0" 30'-0" 1 TOP OF WALL E .= 20'-0" TOP OF BAR -JOIST EL.= 19'-6" T P OF WALL .= 22'-0" A.F.F. TOP OF BAR -JOIST EL. 19'-9.1/2" A.F.F. OP OF LL EL.= 20'-0" TOP OF BAR -JOIST EL.= 9•-6" TOP OF WALL .= 22'-0" A.F.F, TOP OF BAR -JOIST EL. 19'-4.1/2" 7'-0" �� 20'-0" _ 7'-0" 5'-6" 20'-0" 5'-6" 20'_0" 5'-6" 20'_0" 5'-6" 10'-0" 20'-0" 10'-0" 5'-6" 20'-0" 5'-6" 20'-0" 6 6„ 7'-6" 21'-0" 7'-6" 31'-0" 21'-0° 31'-0" 10'-6" 21'-0" 10'-6" 31'-0" 21'-0" TO OF Li{" BEAM N COVERED WALK -WAY EL. = 11 =0" A.F.F. TOP 0 4;F&K BEAM S COVERED WALK -WAY EL.= I1'=0" A.F.F. TOP O 4FE 6 BEAM 8 COVERED WALK -WAY EL.= 11'=0" A.F.F. TOP BEAM N COVERED WALK -WAY EL.= 11'= F.F. 295'-0" ROOF FRAMING PLAN (SOUTH HALF) - SCALE: 1/811 = 19-011 -- Irp i. F.F. THESE PLANS AND ALL PROPOSED WORK tq' ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 0.1 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, APPROVED U z O O lCJ � ►c� c I O w C\2 O^ w0� �+ a .a �rM4 ;T-4Z � ell wZ C-+E4ate. a � a �- b T S 20 LTW\J V 1� o W w ANN O .ea o cq o o N o C1. A ra e—i 0 MAIN BUILDING ROOF LOADS: LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF UPLIFT: ZONE 1 & 2 (MINUS ❑.L.) 26.6 PSF ZONE 3 (MINUS O.L.) 26.6 PSF PROVIDE L 1.1/4" X 1.1/4" X 1/8" BRIDGING WELDED E 14'-0" PER VUL CRAFT SPECS AND B 1ST PANEL, COVERED WALK, PATIO & DRIVE THRUE AREA ROOF LOADS: LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF UPLIFT: 26 PSF UPLIFT N WALK/PATIO 37 PSF BEAMS & COLUMNS: 10 121. ROUND CONC. COLUMN BLOCK FILLED W/ CONC. W/ (2) 5's W/ 1 OR 2 #7 TRUSS ACCHORS G EACH. (SEE SECTION 1/13) 20 ENG. APP. WOOD G. TRUSS OR GLUE LAM. (SEE SECTION 1/13 30 DBL. 2X12 BEAM.( SEE SECTIONS 1/13) ® 3" SO. X 3/16" STEEL COLUMN (SEE SECTIONS 1/13) TRUSS ANCHOR SCHEDULE: MANUF. PRODUCT UPLIFT LAT. LOAD JJ&BEAM TRUSS REMARKS: 1 SIMPSON A21 175 180 2-10d 2-10d ANCHORED TO DBL 2X6 B TOP OF TRUSS. 2 SIMPSON LUS26 1.115 - 4-10d 4-10d ANCHORED TO DBL 2X6 B BOT OF TRUSS. 3 SIMPSON H10 985 400 8-8d 8-8d 4 SIMPSON HCP2 605 300 6-10d 6-10d 518 SIMPSON HU28-2 1,085 - TT 3/4 6-10d 6 SIMPSON HUC28-2 1,085 - TITEN 6-10d 7 MGT 3,965 - 1-5/8" RFB 22-10d EMBED RFB 9.3/8" ANCHOR W/ 2 PART EPDXY 8SIMPSON SIMPSON LUS26SKL451.115 - 4-10d 4-10d ANCHORED TO DBL 2X6 E BOT OF TRUSS. 9 SIMPSON LUS26SKR451.115 - 4-10d 4-10d JANCHOREO TO DBL 2X6 8 BOT OF TRUSS. 50# +\1 - - - - I� 3 1 31,_. 3 <500# - JI 888# 3 1,110# 2 x d I H= 22'-0" A.F.F. TOP OF BAR -JOIST EL. 1B'-4.1/2" A.F.F. 20'-0" 5'-6" 20'-0" t g , 21'-0" OF OF STEEL BEAM B COVERED WALKWAY EL.= 11'=0' A.F.F. En 177# +C X M 280'-0" EL.= 18'-5.1/2" A.F.F. TOP OF BAR -JOIST EL.= 18'-4" A.F.F. 29'-4" <250# O+ 2� �' I�� " ��� LE7���tVa ►�i © -- -•-- - ©<50� r'. 0 m z 21'-0" E COVERED WALK -WAY EL.= it x 77 )+ 1 j 4 x 4< 00 3 500# x 927# -0" II 5'-6". 1 1<250# O + WIND INFORMATION - 2004 FBC BASIC WIND SPEED: 140 mph 3-SECOND GUST BASIC VELOCITY PRESSURE: 29 psf OCCUPANCY USE / TYPE: OFFICE RETAIL IMPORTANCE FACTOR: 1.0 EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFF: CH 16 FBC - ENCLOSED; IMPACT - PROTECTED OPENINGS COMPONENTS / CLADDING DP: PER TABLE 1606.2B (SEE ELEVATIONS) MWFRS - ROOF DP: PER TABLE 1606.2A: - 26 psf UPLIFT TOTAL ROOF DEAD LOAD: 5 psf UPLIFT; 17 psf BEARING TOTAL ROOF LIVE LOAD: 30 psf BEARING ROOF TRUSS LOADS: PER TRUSS ENGINEERING MEAN ROOF HEIGHT: < 20' SHEARWALLS: 4' MINIMUM LENGTH - NO OPENINGS BETWEEN REINF. CELLS SOIL BEARING CAPACITY: 2,500 psf ENGINEER CERTIFIES STRUCTURE COMPLIES WITH STRUCTURAL & WIND LOAD REQUIREMENTS OF 2004 FLORIDA BUILDING CODE. 2006 REVISION. ri+�-n 32-10" b� <500# 500# 77 )+( I8F STEEL BEAM E EL.= 11'=0" A. <500# 500# 3 999 5 �777#� I w 3 - - APPROVED �C' 3 10+2 a / '<500# " w-2 X 3U _ H " 2 092# x 1 li 6 a o # (D 2 3 I w d.amo 2 iI 518# Nw�r z I w � i 777# w 01 + m <506 z . a -+ O + 2 0 0 z 2 2X 3O m 999 1,092# 5 �.3 \� 3 <250# I = - - - - < 00# O+O 500 x 5 0# 4 pr 500# m� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS . REQUIRED BY FIELD INSPECTORS THAT '+ MAY BE NECESSARYIN ORDER Mtli COMPLY. WITH ALL APPLICABLE CODES, 10'_g" 31'-0" 21'_0" 31'-0" 7'-5" 21'_0" 7'-6" 12'-0" .F. TOP BEAM E COVERED WALK -WAY EL.= I '= .F. TOP OF S.T-� BEAM E COVERED WALK -WAY EL.- 11'=0" A.F.F. TOP OF 9'TRL� BEAM B COVERED PATIO EL.- 1 -0' A.F. . ROOF FRAMING PLAN - SCALE: 1/8" = 1 ° -O#r - 1 1 r III 1111 3'!� 3 n3 1 3.I <500# .. 888# 1,110# 3 2x 3U = TOP OF WALL 22'-0" A,F.F. TOP OF BAR-JOI5T EL. 19'-4.1/2" A.F.F. 20'-0" 5'-6" 20'-0" 5'-6" (NORTH HALF 3 --- 888# --- 3 1,110# —2xn--""� 3 <500# FILE COPY Es to ►c� c I O O W O d' U� •a 01 ..w wZ a O 0 E-+ a MHO ww O FNN�1 � W e 3 2�J�7 �TO 1�1 W � a a � w 0 o� o CIO A F � 0 I� FRONT ELEVATION -- SCALE: 1/8" = V -0" - (SOUTH HALF) IVE LIGHT / --�12" 3 STEP MOLDING _` ( ( TYP. ) "S" TILE CONC. TILL ROOF - LATH n It III �■ ■■■■■ �, 1, LIGHT LATH }3'-0"I12'-G" SPA G 1 PANEL G-2 wil J�L��I�'LJ - G-5 ' PANEL G-3 PREFINISHED WALL gANELS (TYP) I■■■■ J l 11 II 11 IL__JL__„ P -PANEL PANEL G-2 FRONT ELEVATION (NORTH HALF) �- PREFINISHED WALL PANELS (TYP)----_----� 12" 3 STEP MOLDING f TVP 1 STUCCO OVER MTL. LATH .El \�" 33.7 36.] Anymp( OLUMNS .P.O. .TYP.) PANEL I-3 ' SCALE: 1/8" = 1'-0" -- TOP OF WALL PANEL --TQP OF BAR -JOIST SOT OF BAR -JOIST ^y�y?=^ l Ni•h�I-'iili/� � is I4 /� �/.�11iI. TOP OF BEAM ' . . _ COLUMNS •. I_.I■ iii� ■■■....■■■■■■■■■■■■■■ Giiuiiiiiiiiiiiiiiiii ...................... - -- SCORED WALLS -----__-� �-_PREFINISHEO WALL PANELS [TYP) LEFT SIDE ELEVATION -SCALE: 1/8" = 1 °-0" - (SOUTH) a FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT CMAYBE NEESSARY IN ORER TO OMPLY W THCALL APPLICABLE CODES. APPROVE ✓il 3 eo eo I 0 '� ca � O^ MUM zz�� w0� ,a U r' z E a` W o O u� � w �'- Q H E-E �b 0 0-4 �x OCT 2 3 zov r®r F+/ r z z G-� ®� r� W cn z � CQ o o o �• wl a A � w 0 TYP) 30T OF BAR -JOIST . "S" TILE CONC. TILL ROOF 367 12'-B" _ I� 12-8 PANEL KPANEL K-3 PANEL H-2PANEL H-2 WALL PANELSI(TYP) VS PREFINIEHED WALL PA LS (TYP) PANEL K-1 PANEL H-2 PANEL K-3 - —'—PANEL K-3 ( PANEL H-2 - PANEL K-3 - PANEL H-2 ' PANEL K-3 PANEL H-2 REAR ELEVATION - SCALE: 1/81? = 1 ' -O 01 - (NORTH HALF) 0.1 L K-3 1 I 1 I 1 4" FIRE WALL MIN. 18" ABOVE ROOF I. FIRE WALL iIN. 18" ABOVE ROOF ♦ 33.] a 33.] a 33.% PREFINISHEO WALL PANELS (T YP) 12'-B" _ I - 12'-0" - I i2•_®" _ I 12•_B" � � 12,_0" I ¢ 12•_0" ANEL K-3 ��II"cc PANEL H-2 "f PANEL H-2 ��ii" PANEL K-3 T PANEL H-2 PANEL K- Q S m SLOPE 6- DOWN $POUT PREFINISHED WALL PANE S (TYP) TOP OF BEAM VERIFY SIZE 8 LOCATION S. ILE RONO. TILL ® ti ROOF 3�:3 i N N 2 6,] PASSETHRUNT ti SUBMIT SHOP DRAWINGS. PREFINISHED W LL PANELS ( P) 12'-B" 12'-0" 12'-0" 12'-0" 12'-B" 12'-0" EL H-2 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL H-2 PANEL K-3 PANEL K-3 PANEL H-2 ANEL K-4 REAR ELEVATION — SCALE: 1/8 = 1 '—Off — (SOUTH HALF) TOP OF WALL PANE P OF 8AR-JOIST iT OF BAR -JOIST . CAOLLUMONS / II I I /I MOLDING (TYPV) ( TYP. ) 1/ PREFINISHED WALL PANELS (TYP g- = now aFA!wiil�VA o._.n�., .. , t 'IL_=II{ JL A • JI � 1■mmo■moil ■■■■m■1 1■momm ■�L_ _J■■■■■■■■■OM1 1■111mon RI GHT SIDE ELEVATION - SCALE: 1/8" = 1 ' -Ot? - (NORTH) APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS. REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO'1 COMPLY WITH ALL APPLICABLE CODES. FILE CON C cc Lo r` Lo co 0 C\2 O O � wQ� P W W w Q 4 I T 2 3 2007 O �r W �y~a A"' P-4 w o 0- 4 �j F—/ o� a A A w 4� o )� STRUCTURAL STEEL WORK NOTES In addition to complying with all pertinent codes and regulations, comply with the following: AISC "Code of Standard Practice for Steel Buildings and Bridges" AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings including the "Commentary of the AISC Specification" AISC "Specifications for Structural Joints Using ASTM A325 or A490 Bolts" approved by the Research Council on Structural Connections of the Engineering Foundation. Provide A325 bolts for all framing connections. A307 bolts may be used for column anchor bolts only. Expansion bolts shall be "Hilts Kwik Bolts" or approved equal. All welding shall conform to AWS D1.1 "Structural Welding Code" with E70XX electrodes by the Shielded Metal Arc process. All welding shall be performed by currently certified welders. Shop drawings shall show all shop and erection details Including cuts, cope connections, holes, threaded fasteners, rivets, and welds. The approval of shop drawings will be for size and arrangement of principal and auxiliary members and strength of connections. The contractor shall be responsible for all dimensions shown on the shop drawings. Immediately after surface preparation, apply red oxide structural steel primer paint in accordance with manufacturer's instructions. Use painting methods which will result in full coverage of joints, corners, edges and all exposed surfaces. Provide two coats of asphaltic paint on all structural steel shapes exposed to the soil or below top of slab on grade. GENERAL NOTES The structure is designed to be self-supporting and stable after the building is fully completed. It is solely the contractor's responsibility to determine erection procedure and sequence and to ensure the safety of the building and its component parts during erection. This includes the addition of whatever shoring, sheeting, temporary bracing, guys or tie downs which might be necessary. Such material shall remain the contractor's property after the completion of the project. It is solely the contractor's responsibility to follow all applicable safety codes and regulations during all phases of construction. Mechanical framing loads, openings and structure in any way related to mechanical requirements are shown for bidding purposes only. Contractor shall obtain approval of mechanical and other trades before proceeding with such portion of the work. Excess cost related to variation in mechanical requirements to be borne by mechanical contractor. Should any of the detailed instructions shown on the plans conflict with the general structural notes, the specifications or with each other, the strictest provision shall govern. The general contractor shall be responsible for verifying all dimensions and elevations shown on the plans and for coordinatinq all dimensions and elevations shown on the structural drawings with those shown on the architectural and mechanical drawings. If discrepancies in the dimensions occur, it shall be the contractor's responsibility to bring the discrepancy to the attention of the architect before proceeding with the work. Unless noted otherwise, requirements given for one or more locations also apply at other locations at which conditions are similar. The requirements given shall be adapted to conditions at such other locations. FOOTING NOTES DESIGN DATA NOTE: See GENERAL STRUCTURAL NOTES AND SPECIFICATION for data not listed here. GOVERNING CODE: Florida Building Code SOIL REPORT: Contractor shall comply with the recommendations of the report, Including providing testing of all back filling and compaction on slab on grade by an approved testing laboratory. The contractor shall notify the geotechnical engineer after excavation to determine if the soils encountered are capable of supporting the design soil pressure and are compatible with the soils report. ASSUMED ALLOWABLE NET SOIL BEARING PRESSURE .......... 2000 psf MINIMUM 28 DAY CONCRETE STRENGTHS: Footings .......... 3000 psi Exterior Slabs on grade .......... 3000 psi Interior Slabs on grade .......... 3000 psi STRUCTURAL STEEL: Rolled shapes excluding plates and ang les.....ASTM A36. A36. Rolled plates end anggles..... . B .... AST M Tubes ........ ..ASTM A500 Gr. Pipes .......... ASTM A53 TyYpe E STEEL ROOF DECK or S Type B 22 gauge ..........1-1/2 STEEL FLOOR DECK .......... 0.6" Type "C" 26 gauge Type "C", 20 METAL CENTERING for stoops .......... 1-1/2" gauge FORM WORK Contractor shall design and erect FORM WORK in strict compliance with ACI 347. See typical details for Camber requirements. Contractor shall coordinate all openinggs as required for other trades. Openings where shown on tie structural drawings are to identify desiggn 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 view. Form work to remain in place until concrete has attained enough strength to support all dead loads plus a minimum of 50 PSF of additional construction load. STRUCTURAL STEEL WORK NOTES STEEL ROOF DECK Provide galvanized deck. Paint all other surfaces and all other accessories required for a complete and proper installation of steel roof deck. In addition to complyingq with all pertinent codes and regulations, comply witfi the following: Published Standards of the American Iron and Steel Institute ( AISI ) Published Standards of the Steel Deck Institute (SDI) Published Standards of the American Welding Society (AWS) Shop drawings shall show all shop and erection details. Show all fastening details and specifications. The approval of shop drawings will be for size and arrangement of principal and auxiliary members. The contractor shall be responsible for all dimensions shown on the shop drawings. All openings in deck shall be supported. Unless noted or approved otherwise, provide support for openings in accordance with the following: Openin s less than 8" in both directions: provide support with a flat steel sheet placed over the opening and welded to the to pp surface of the deck. Provide 20 gauge sheet metal at least 12" longer and wider than the opening. Openings greater than 8": see drawings for details. Immediately after erection of structural steel, joists and decking, wire brush, clean, and paint all field welds, scarred areas, rust spots. Use the same type of paint as used for shop painting. In the case of galvanized decking, use galvanic type paint and prepare surfaces as per manufacturer s recommendations. STRUCTURAL STEEL JOISTS All open web steel joists shall conform to the latest SJI standard specifications. Provide top and bottom joist chord extensions where indicated. Provide primer: (SSPC 15, type 1 red oxide) (FS TT-P-636) Joists manufacturer to design the joists system for a net uplift pressure as listed 1n design data. Note: Bridging design is the responsibility of the manufacturer since added bridging may be necessary to resist uplift. Joist manufacturer shall design the joists and bridging for uplift and submit design calculations verifying uplift capacity and capacity of special joists to carry all design loads. Submit shop drawings for approval. After erection, clean and prime welds, abrasions, and surfaces not primed. Mechanical Contractor Note: All concentrated loads shall be located on joist panel points. When not located at these points additional framing shall be provided to transfer loads to joist panel points. Framing shall be supplied by the mechanical contractor, coordinated with the steel joist manufacturer by the General Contractor, and submitted to the structural engineer for review. LIGHT GAGE METAL FRAMING Material, design and manufacture shall be in accordance with the "Cold Formed Steel Design Manual" of the American Iron and Steel Institute. Provide tracks, blocking, lintels, clip angles, joist bridging, shoes, reinforcements and accessories to provide a complete metal frame system in accordance with manufacturers recommendations. CAST IN PLACE CONCRETE To be mixed and placed in accordance with ACI-72 (R81) (or latest edition) all reinforced concrete to have the following compressive strengths: Slabs on Grade: F/C = 4000 PSI All other superstructure elements: F/C = 4000 PSI. Use air entrainginq admixture at all parking decks and areas exposed to weather. Contractor to submit all concrete mix design for review. Concrete mix submittal shall comply with Section 4.3 of ACI 318 and must show strength data at 7, 14, and 28 days. Standard deviation and modulus of elasticity. Concrete compression testing to comply with local building code. Provide concrete inserts as per Architect or Mechanical Engineer's re uirement. Insert to have a minimum ultimate load capacity of 20�# with a maximum allowable service load of 400#. CONCRETE Concrete shall be a mix designed to secure a strength of 3000 psi at 28 days for the pile caps (grade beams). Slab and monolithic footings shall have a concrete strength of 3000 ppsi at 28 days. Slump shall be a minimum of 3" and a maximum of 5" Concrete during and immediately after depositin shall be thoroughly compacted by means of mechanical vibra ion. 5 cylinders shall be taken from each pour of 50 cubic yards or fractional thereof and tested at the following intervals: 1 L 3 days, 1 C 7 days, 3 8 28 days. CONCRETE NOTES All concrete work shall conform to the buildingg code requirements for reinforced concrete (ACI 318-99) and specifications for structural concrete for buildings (ACI 301-84) of the American Concrete Institute. Provide at least one copy of the ACI Field Reference Manual, SP-15, in the field office at all times. All reinforcing steel A-615 grade 60 shall be free of rust flakes, mill scale, paint and other coatings that will reduce bond. All reinforcing shall be accurately located and firmly held in place before and during the pouring of concrete by means of wire supports. All bars shall be detailed and fabricated in accordance with the A.C.I. buildingg code (latest edition) and the latest manual of standard prac�iice (A.C.I. 315). Shop drawings of all reinforcing steel must be approved by the engineer before fabrication. C.I.P. concrete construction or control joints in slab on grade to be as shown on plans. Where not shown, limit control joint spacing to no greater than 15 feet on any side for 5 inch slabs and 12 feet for 4 inch slabs on grade. The sections bounded by control or construction joints shell be approximately square, with the length to width ratio less than 1.5. Coordinate concrete work with architectural drawings and specifications for architectural finished concrete, recessed areas, embedded items, and special control joints. Provide dowels in footings to match vertical wall and pier reinforcing. Provide corner bars at wall and footing corners to match horizontal reinforcing. See bar splice table below for minimum length of each leg. Unless otherwise noted or detailed, all reinforcing bar splices shall be in accordance with the table shown below: CONNCCREETE SPLICES Type B Bar ( Non Top Bar) ( Top Bar) Size Length (In) Length (in) #4 38 24 #6 40 40 #8 50 71 #9 61 90 #10 70 114 #11 78 140 Top bars are horizontal reinforcement so placed that more than 12 in. of fresh concrete is cast in the member below the reinforcement. Provide the following minimum clear cover for reinforcing steel from surface of concrete: for concrete cast against and permanently exposed to earth: 4" in general 2" for four inch slabs on grade -for concrete surface exposed to the weather or against which back fill will be placed: 1-1/2" for # 6 bars and larger 1-1/2" for # 5 bars & smaller except as noted for precast panels. -for surfaces other than above: 1-1/2" for column spirals or ties, or stirrups (except pan joists) 3/4" for slabs and for stirrups in pan joists Tolerances for bar cover are ± 3/8" for concrete having a thickness of 8 inches or less and ± 1/2" for concrete Ravin gq a thickness greater than 8 inches. Tolerance for longitudinel location of bends and ends of reinforcement shall be ± 2" except at discontinuous ends of members where the length is ± 1". Tolerance shall be ± 1/2". Tolerance for bar spacing is splice ±FILE CO I Tolerance for length of lap splicicis e is -1". CONTRACTOR SHALL BE RESPONSIBLE FOR.. Contractor shall be responsible for protecting adjacent structures, streets, and sidewalks during excavation and construction. Contractor to verify all dimensions in field. Contractor shall work this set of drawings in conjunction with architectural and mechanical drawings for sizeshape and location of slab openinggs. All sleeves, conduits, inserts, block - outs, bolts, plumbing items and drains shall be secured in place before pouring concrete. If any errors, discrepancies, conflicts or omissions appear in the drawings, specifications, or other documents, the contractor shall notify the engineer in writing of such errors, discrepancies, conflicts or omissions prior to proceeding with any work which appears in question. The contractor shall use the structural drawings together with the architectural, mechanical, and electrical drawings to locate depressed slabs, slopes, drains, outlets, recesses, openings, reglets, bolt settings, sleeves, dimensions, etc. Potential conflicts shall be transmitted to the architect-englneer before proceeding with any work which appears in quest 1OMEPLANSANDALLPROPOSEDWORk( J T TO ANY CORRECTIONS No shop drawings shall be submitted for architect -I_ TORS THAT review until after they have been reviewed by the �1�RDERTO noted for dimensioning , quantities and coordinate(-VAAYfBfrN trade requirement and stamped with the contractor' p�l�pAtLJAPPUCABLECODES, seal. Engineer assumes no responsibility for dime ons, quantities, errors or omissions as a result of checking and reviewing any shop drawings. Any errors or omissions must be made good by contractor, irrespective of receipt, checking, or review of shop drawings by engineer and even though work is done in accordance with such drawings. APPROV z tw z a N 4" CONC. FOOTING W/ LAYER 6"X6" -W1.4 X W1.4 W.W.F. (SEE FOUNDATION PLAN) WELD PLATE TIED INTO 2" DIA HOLE, (SEE SLAB. (SEE PAGE 8 7 FOR DETAILS) FOUNDATION PLAN77 FOR LOCATION.) `��� �„ CENTER ON 2" HOLE. ADDITIONAL LAYER W.W (D rD I Lo + + + ( 5 ) #5 REBAR (CONT . ) ( 5) #5 CORNER BARS 2'-0" TYP FOOT I NfvT DETA I L SCALE: 3/4" 1'-0" W.W.F. 6X6-W4XW4 SHEET #6 REBAR #6 REBAR_/1'-8" 8„ W/ EXT. Im .-E �. #6 REBA 5'-11.3/4" LIFTING INSERT 3/4" VERIFY LOCATIONS. TYP. ALL PANELS. #6 REBAR °' j co In ri In O LD 3'-4" 3.3/4" VIEW "Alf 5'-11.3/4" 0 OR #6 REBAR% �_ #4 HOOP W/ EXT. PLAN VIEW I ► 1► #6 REBAR W/ EXT. #6 REBAR W/ EXT. W.W.F SHEET PLAN VIEW "A" PLAN VIEW "B" TYP. PANEL DETAILS - SCALE: 3/4" = 1'-0" - MEN 6X6-W4XW4 #6 REBAR #6 REBAR 3.5/8" 311 ►01 I J W cf) QJ W Q. H W I - a ww > v) o J (J) H wa H f W H > O a > = J cn W LD Z W O I Q a W N W > a uw) w U) R 111.5/8" [-4111yl:� �n SECTION VIEW MAIN FINISH FLOOR Tr_'i I I II I I II I I II I I II I I II I I II t WELD PLATE TIED TO I I PANEL. (SEE PAGE Bt I I FOR DETAILS) I I I I I I I I I i I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I 5.000 PSI CONC. I I I t i 1/2" MIN. AGGREGATE I 1 I 1 I WET CURE OR APPLYI I I I i CURING COMPOUND. I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I i I I I I I I I I I I I I i I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I i I I I I D I I I f I 1 i I I I I I I I I I I I I I I I I I (WELD PLATE TIED TO I I 1 I PANEL . ( SEE DETAILS I) i I I IG 9'-10" A.F.F. I I 1 I I I 1 I I I I I i I I 1 I I I I I 1 I i i I I I I I I i I I 1 I I I I I I I I I I I I I I I I I I I I I I I I THESE PLANS AI I 1 I ARE SUBJEOT REQUIRED BY'F V,-MAYBE N OI I 1 I I COMPLYWIT A I i I i I I i I i i I I I 1 i I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I 1 I HOOKED #4 HOOP L------ - - -- -J--L�----- - - - - -J --L------- - - - --J V `� APPROVEI COPY 4LL PROPOSED WORK ANY CORRECTIONS D INSPECTORS THAT IARYIN ORDER TO`. APPLICABLE CODES. u � 0 0 -#6 REBAR EXT. z EXT, ELEVATION VIEW •r, a 1 cc li'J L' ►n M W ' o �O� W d+ ®c� ..W Wz� E-4 H a �Zo Oox W Q E� N �E O R 1�-11 W Qi� FOCT3007 0 w � _9!!!� a w U� a w CQ o a o a a � r� 0 W.W.F. 6X6-W4XW4 SHEET 5'-11.3/4" MAY VARY e ------------------------- 60 -- - - -- - - - -- - aril—_ #6 REBAR #6 REBARI 3" o I LO #6 REBAR �,_ #6 REBAR W/ EXT. I 8W/11 1 1 1 _8'I EXT. II�_ 3� DOOR HEAD PANEL 3. 3'-411 - I I1I (SEE BELOW) W.W.F. 6X6-W4XW4 SHEET 6'-4" MAY VARY #6 REBAR I #6 REBAR W.W.F. 6X6-W4XW4 SHEET \ o �o #6 REBAR #6 REBA W/ EXT. W/ EXT. p II _ 1 `8I� 1 J O.H. DOOR OPENING 8" 3'-4" O I _ C7 ADJOINING PANEL PLAN VIEN. W.W.F. 6X6-W4XW4 SHEET #6 REBAR 5'-11.3/4" #6 REBA LIFTING INSERT VERIFY LOCATIONS. 3/4" TYP. ALL PANELS. #4 REBAI HOOP #6 REBAR #6 REBAR ao #6 REBAR #6 REBAR «' HE _BI, 81, 31 _41' oil 3. 3/4 5/8" aC w F- a ww > cn o 11� I II II it Iq' I,I II II I 16 II I I II II II I I It II II 11 II LLd II II H I ¢ II III n If I I I I• II I� I it II II II i � II II II > I� III II II II I 1 I II Lill i � IF 6.5/811 H a t- w o (n w J 1- A w ar z a a > a w w J w z Q w U O WELD PLATE TIED TO PANEL. ( SEE PAGE 8 FOR DETAILS) IN BOTH DOOR HEAD PANEL AND AJOINING PANEL. 3/4" DIA. BLOCKOUT___--) FOR CONDUIT. PANE L PAN V I E SECTION V E O EA TOP OF OPENING _ 11 0 " A.F.F. / 3" X 3" X 1/4" X 20' STEEL ANGLE WELDED TO TOP OF EACH RIB AND RIBS E' ADJOINING PANELS. I--------- 7rio%�--------- -------- --- I- _TI I -- - I—r i 5-----------I—r-------�y1 II - - - - - -- - - 1 v 111 11 II III V* 11 1 i II I I I I 11 I I II I I II II II I I II I I II I I II WELD PLATE TIED T01 1 PANEL . ( SEE PAGE I I I I I FOR DETAILS) 1 i I i i I I I I I I I I I I I I I I I I I I 1 5,000 PSI CONC. 1 i l I I 1/2" MIN. AGGREGATI� WET CURE OR APPLY CURING COMPOUND. 1 i 1 r I i I I I I I I O I I 1 I 1 j WELD PLATE TIED TOj PANEL. (SEE PAGE 8 1 I 1 I I I I FOR DETAILS) I I D MID HEIGHT OF PAMEL.1 I I 1 I I I I I I I I I I I I I I I I ql 11 1 III I I I I I I I I I I I I J - #4 REBAR HOOP 1 I I I I I I IP 1 11 1 11 II L - - - - - - 11 - - - - J L - - - - - - - - - - - - J L - - - - - - - - - - J ll II j 11 II 11 11 1 -411 11 ll II 4 j I O.H. DOOR OPENING I 1 LINE OF PANEL BELOW i g11 & TO THE SIDES — 8 EXT, E LEVAT I ON VIEW RASED PANEL @ DRIVE THRUFU-] DETAILS SCALE: 3/4 1) #3 X 24" TYP EACH CORNER 311 X 3" X 1/4" ALUM. ANGLE W/ DN57P8 B 16" oc. & WITH IN 6" OF ENDS. G HEAD & BASE. WINDu 1''' H'A' h SCALE: 1.1/2" = 1'-0" 0 0 DES ANC FAB. TO C Li v ED AS PER WINDO SCALE: 1.1/2" = 1'-0" 3" X 3" X 1/4" ALUM. ANGLE W/ DN57P8 G 16" oc. & WITH IN 6" OF ENDS. <-' DES ANCHORED AS PER DOOR j FAB. TO CONC. DO` 0 R J AMB SCALE: 1.1/2" = 1'-0" APPLICATION SIZE TYPE SPACING OPENINGS 0.145 SHANK HILTI DX NK47S12 ZINC PLATED 1811 O.C. \ J I I I I I \v' I 1 I I I I I I I i 11 I I I I II / II I i \ I I I 1/2" ROUND TYP. \ WINDOW I 1 I (I \ II I I I I I I D OR LL— I I I I I I \ 5,000 PSI CONC.1 I I 1/2" MIN. AGGREIGATEI I / I WET CURE OR APPLY I I CURING COMPOUNDI. I I I I I f I I I I I I I \ I i I I I II I I I I II J L------- - - - - -J L------- -----JI I I O I WELD PLATE TIED TO PANEL. (SEE PAGE 8 I FOR DETAILS ) IN BOTH DOOR HEAD PANEL AND AJOINING PANEL. I I I I I I I APPROVED I I I I, 1 FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 1. COMPLY WITH ALL APPLICABLE CODES. REBAR123 EXT. p TYP. PANEL OPENING DETAILS I� r` C I c rn Q di ~ w0� a .a Gz, Frr"� Z x Wz C-+ E­4 a �zo O 0q� W a Q E-+ �4 b O pa c� Qte 0 0 T 2 3 7907 0 PLO� W z a U� a F" <C ate, 0 Z _moo o � a o x a C�2 4" Oo X FASTENING OF GARAGE DOORS, WINDOWS & EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE PER MANUF. SPECS. A ALL FASTENERS TO BE INSTALLED PER MANUF. SPECS. X 3/1611 DIA. HILTI KWIK CON. SCALE: 3/4" = 1'-0" MTL. DRIP VER 1 X 3 DRIP OVER 1X8 FASCIA OVER 2 X 6 SUB- ASCIA 3/8" STUCCO OVER PAPER BACK M L. LATH W/ 4" C NT. SCREENED VEN J w z a a w w F- co U) J < a U W z O 0 W U W Q U W a e I FLASH AND DRIP EDGE MOLDING AS PER OTHERS FLASH CONC. "S" TILE ROOF OVER 90# SLATE HOT - MOPPED OVER 30# FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ #8 MTL SCREWS B 6" AT EDGES & FIELD pp,71 • •' SIMPSON H10 AT EA. TRUSS STU CO OVER MTL. LATH OVER MTL FRAMING. ( SE ELEV . ) z 3 0 0 Lu v w I­__(1� cy) c�- W M 0 36" X 36" X 12" CONC. PAD FOOTING W/ (5) #5 RODS L 6" o.c. ea. way. 3/4" STUCCO OVER MTL. LATH ENG. APP. WOOD GIRDER TRUSS. VERIFY DEPTH W/ ROOF TRUSS MANUF. 04$ : DBL 2X12 BEAM (SEE FRAMING PLAN) SIMPSON MGT ANCHORED TO COLUMN W/ 5/8" ALL THREAD - ROD. ROD TO BE EMBEDED 9.3/8" INTO CONC. AND ANCHORED W/ 2 PART EPDXY. MIN. 1.3/4" CONC. COVERAGE ( SEE DETAIL 2/13 ) 12" ROUND BLOCK COLUMN FILLED SOLID W/ CONC. + + AND REINFORCED W/ (2 ) #5 RODS CONT. TRIM & FINISH AS PER OWNER. ( SEE ELEVATIONS) SLOPE 3/4" PAVERS A.P.O. HIGH COMPRESSIVE — SHIMS GROUT OVERFLOW NON -SHRINK IRON FREE GROUT low -0 MEMBRANE ROOF OVER 1.1/2" RIDGED INSULATION OVER VULCRAFT 1.5F22 STEEL DECKING. OR APPROVED EQUAL It II `-TOP RIB nl I t II. II II II II II nn Iill 30" DEEP STEEL BAR JOIST 11 it 1111 AT 48" o.c. WELDED TO STEEL PLATE AT TOP OF PANEL RIB. rr II Ittl 3" X 3" X 1/4" X 6" STEEL ANGLE II II WELDED TO BOT, CORD OF JOIST & II \ ANCHORED TO CONC. RIB W/ II II (2) 1/4" X 1.3/4" TAPCONS. II II ( TYP . ONE PER PANEL) II I1 SIMPSON A21 II AT EA. TRUSS It 11 II I \ tI tl 2X6 OVER PT2X6 LEDGER ANCHORED TO WALL W/ II.I 1/2" THRUE BOLT G I II 48" o.c. (CONT.) II Ii \ nn II n tI MEMBRANE ROOF OVER 1.1/2" RIDGED INSULATION OVER VULCRAFT 1.5F22 STEEL DECKING. OR APPROVED EQUAL SIMPSON MGT ANCHORED TO CONC. COLUMN W/ 5/8 X 10" RFB EMBEDED 9.3/8" INTO CONC. AND ANCHORED W/ SIMPSON 2 PART EPDXY. AND TO BEAM W/ 22 10d DBL. 2X12 OR ENG. APP TRUSS BEAM. (SEE FRAMING PLAN) 12" ROUND CONC. BLOCK COLUMN FILLED W/ CONC. AND REINFORCED W/ (2) # 5 RODS CONT. FROM FOOTING. C NE � IItI SIMPSON MGT ANCHORED TC IItI SIMPS LUS26 CONC. COLUMN W/ 5/8 X ] AT EA. TRUSS RFB EMBEDED 9.3/8" INTC t \ CONC. AND ANCHORED W/ II. II SIMPSON 2 PART EPDXY. I� II AND TO BEAM W/ 22 10d n II \ II II li II II II II II \ 12" ROUND CONC. BLOCK COLUMN II II FILLED W/ CONC. AND REINFORCE II II W/ (2) # 5 RODS CONT. FROM II II \ FOOTING. u II n II II II II II II II II II II I� II TEMPORA Y SUPPORT G EA PANEL tl II AS PER ANEL MANUF . II II \ SIMPSON MGT ANCHORED TO II CONC. COLUMN W/ 5/8 X 10 Ilia RFB EMBEDED 9.3/8" INTO II. Ii CONC. AND ANCHORED W/ SIMPSON 2 PART EPDXY. III Ii AND TO BEAM W/ 22 10d n II It II 4" CON FOOTING III II W/ LAYE 6"X6" -W1.4 X W1.4 W.W.F. CAULKING (SEE FOLl�NDATION PLAN) �I) II II II \ II II III II v4 ` -} + + TYP FOOTING 2X12 OR ENG. APP TRUSS �M. ( SEE FRAMING PLAN) DBL. 2X12 OR ENG. APP TRUSS BEAM. ( SEE FRAMING PLAN) 12" ROUND CONC. BLOCK COLUMN FILLED W/ CONC. AND REINFORCED W/ (2) # 5 RODS CONT. FROM FOOTING. moil mmi'll 3" X 3" X 1/4" STEEL ANGLE EACH SIDE OF CONC. WALL ANCHORED W/ 3/8" WEDGE ANCHOR G 48" o.c. 4 HOUR FIRE RATING 6.5/8" THICK STEEL REINFORCED SOLID . CONC. WALL PANEL 18" ( MIN.) ABOVE FINISH ROOF. 4" CONC. FOOTING W/ LAYER 6"X6" -W1.4 X W1.4 W.W.F. (SEE FOUNDATION PLAN:711 71. 20" X 16" CONC. MONO. FOOTING W/ (2) #5 RODS & ADDITIONAL LAYER W.W.M. 1%1 4 HR. /4 �► m FLASH LDz I H APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS . REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARYIN ORDER TO`: COMPLY WITH ALL APPLICABLE CODES.` ELD P ATE TIED INTO LAB . ( EE PAGE 8 OR DET ILS) ENTER 0 2" HOLE. c LCJ L0 CC) I � oa wUm O M a .a U „ ..W U► Gq wZ E-+E4ate, a E4 H N Ep-� pq v 0 ►"1 U c mv w � O � � w d' a O �.1544 � rl 0 co .n c c ao o .d a A A H e--1 w ., o )� e _J w z a a _J w w U l- J (n F-1 o� Q E- w U 0 Z w o w U cr) F rn a U w cr 0- MTL. DRIP OVER 1 X 3 DRIP OVER 1X8 FASCIA OVER 2 X 6 SUB -FASCIA 3/8" STUCCO OVER PAPER BACK MTL. LATH W/ 4" CONT. SCREENED VENT FLASH AND DRIP EDGE MOLDING AS PER OTHERS IMPSON H10 T EA. TRUSS v- I FLASH CONC. "S" TILE ROOF OVER 90# SLATE HOT - MOPPED OVER 30# FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ #8 MTL SCREWS e 6" AT EDGES & FIELD 2 ' - 01" STU CO OVER i MTL- LATH OVER MTL FRAMING. ( SE ELEV.) 'ID R I V E ii 11 k ppp N . APP. WD. R R SS AT 24" o. MEMBRANE ROOF OVER 1.1/2" RIDGED INSULATION OVER VULCRAFT 1.5F22 STEEL DECKING. OR APPROVED EQUAL WELDED TO STEEL PLATE AT TOP OF PANEL RIB. k,_�30" DEEP STEEL BAR JOIST AT 48" o.c. WELDED TO STEEL PLATE AT TOP OF PANEL RIB. - SIMPSON A21 AT EA. TRUSS —RASED PANEL 2X6 OVER PT2X6 LEDGER ANCHORED TO WALL W/ \1/2" THRUE BOLT 0 48" o.c. (CONT.) SIMPSON LUS26 �- AT EA. TRUSS DBL 2X12 HEADER STORE FRONT PASS-TRURE SUBMIT SHOP DRAWINGS STORE FRONT WINDOW FINISH AROUND 3" SO. X 3/16" STEEL COLUMN. (CONT. TO ROOF BEAM. OVER 8" X 8" X 1/4" STEEL BASE PLATE. BASE PLATE TO BE ANCHORED W/ (2 ) 1/2" THREADED RODS. RODS TO BE EMBEDED 8" INTO CONC. AND ANCHORED W/ 2 PART EPDXY, OPT. (4) 1/2" "J" BOLTS. 3'-0" FLASH AND DRIP EDGE 2X4 PT NAILER ( TYP . ) TOP OF RIB y MOLDING AS PER OTHERS 3" X 3" X 1/4" X 6" STEEL ANGLE WELDED TO BOT. CORD OF JOIST & ANCHORED TO CONC. RIB W/ \ (2) 1/4" X 1 . 3/4" TAPCONS. (TYP. ONE PER PANEL) (1) 1/2" BOL S M/ MACHEO DRILL 1/2" H ILES I I REAM ANCHOR DETAIL - SCALE: 1" = I'-0" - TEMPORARY SUPPORT C EA PANEL \ AS PER PANEL MANUF- 4" CONC. FOOTING W/ LAYER 611X6" ----- -W1.4 X W1.4 W.W.F. \ (SEE FOUNDATION PLAN) ocer XTS Y/ MATCHED HOLES = v- I 00 BOTH SIDES HL COL. II III C [BUTTER & DO N SPOUT II III AS REQ . II II II it II III II II II .II I I II I II u 11 n II 11 II II / II it II II II II II II II II j II II II II II III j II II I I II II II II II II II II II J J / II II Z w I I a z II II 0-a II 11 / II II J II II W J Ld w cn W II II U) H � U) / II J F-i II II � Q ~ 06 Q II w I— j II U w II II Z w Z 0 w o II II U co U w II II U) U) II II U III w U II II cr Cc II 11 � tl II II II II I I I I '11 II II II II II II II II II II II II II n II II II II )I II II II n II n CAULKING II Al II II II II HIGH COMPRE SIVE HIGH COMPRESSIV II SHIMSHIM SHIM In IIIIIIh-, -Al I TT — u ++ ' + / I + + — GROUT OVERFLOW GROUT OVERFLOW / I + } + I { E TYP FOOTING + + NON -SHRINK NON -SHRINK IRON FREE GROUT IRON FREE GROUT TYP FOOTING 3/4" - I1-0„ REAR SIDE a" 017 mlil ONE 6101-96111 501 3/4" 1 I _O„ 11A "il 0r FLASH AND DRIP EDGE MEMBRANE ROOF OVER 1.1/2" RIDGED INSULATION OVER VULCRAFT 1.5F22 STEEL DECKING. OR APPROVED EQUAL. WELDED TO STEEL PLATE AT TOP OF PANEL RIB. li �30" DEEP STEEL BAR JOIST III AT 48" o.c. WELDED TO STEEL Illl PLATE AT TOP OF PANEL RIB. III II I II. I II II. it I I II II II I it II II \ II II II II II II \ II II li II II II \ III I. II II II \ Ii I II II II II II II I II Ii II II III I II II II it \ I li I I'I III II II II I I FILE COPY LL��:LI APPROV THESE PLANS AND ALL PROPOSED WORK I \ ARE SUBJECT TO ANY CORRECTIONS it I I REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO* si III I I \COMPLY WITH ALL APPLICABLE CODES. III II li it I' II I111 TEMPORAR SUPPORT e EA PANEL II I I AS PER PANEL MANUF . Ii II \ II II. II IIIII 4" CONC. FOOTING II W/ AYER 6"X6" II' ii CAULKING -W1.4 X W1.4 W.W.F. (SE FOUNDATION PLAN) n II II II \ II�II. ►, 0 TYP FOOTING 3/4 11 1 9 _011 _ 3 A 0 1 ^ V ✓ W I �. In w0co .a Z� wz� rZ� Q � Pq F who W �' dam+ D12-33 Q w � w F�1 0 U� a w a CC\2 O 0 C= •a .a 2` o zz� a A M� 0 2 HOUR FIRE RATING SOUND RATING 50 TO 54 STC GA FILE No. WP1551 CONSTRUCTION TYPE: GYPSUM WALLBOARD, MINERAL FIBER, MTL STUD. BASE LAYER 5/8" PROPRIETARY TYPE "X" GYPSUM WALLBOARD OR VENEER BASE APPLIED PARALLEL TO EACH SIDE OF PROPRIETARY 18 GA 3.5/8" (MIN.) MTL STUDS 24" o.c. WITH 1" TYPE S-12 DRYWALL SCREWS 24 O.C. STUD FLANGES SCREW ATTACHED TO 18 GA TOP J RUNNER AND BOTTOM C RUNNER WITH 1/2" TYPE S-12 PAN HEAD SCREWS. FACE LAYER 5/8" PROPRIETARY TYPE "X" GYPSUM WALLBOARD OF VENEER BASE APPLIED PARALLEL TO STUDS EACH SIDE OF THE OF STUDS WITH 1.5/8" TYPE S-12 DRYWALL SCREWS 12" o.c. STAGGER JOINTS 24" o.c. EACH LAYER AND SIDE. W/ 3" MINERAL FIBER IN STUD SPACE. MIN. 1.1/4" SCREWS TO SECURE GYPSUM BOARD TO STEEL STUDS. SCREW SPACING TO BE NO MORE THAN 8" o.c. WERE GYPSUM BOARDS SEAMS OCCUR. PER FBC 2504.6.1, TABLE 2506, ASTM X1280 PiPTY" WALL SEC . 3/4 ff I I -Opt F I 3.1/2" X 3.1/2" STEEI FAR RAMON 3 ' - 8 " 3 ' - 8 " -- — —— i————————— — — — — —— -- --———————— — — — — —— --- ---------------- -- ------------- I I 1- .1/2" X 3.1/2" X 3/8" 3.1/2" X 3.1/2" X 3/8" 3.1/2" X 3.1/2" X 3/8" CD FEEL ANGEL I I I STEEL ANGEL STEEL ANGEL cv I I I I N I 1 I I I �— I I 1 1 I I 1 I I I I E"T A I L-Q / 11 3.1/2" X 3.1/2" X 3/8" STEEL ANGEL 1wAllIMS�,A i.. Ememr-im 3.1/2" X 3.1/2" X 3/8" STEEL ANGEL ENE "FA i 3.1/2" X 3/6PPROV IGEL FILECON 0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT t MAY BE NECESSARY 19 ORDER TO l COMPLY WITH ALL APPLICABLE CODES,:. E T A IL(D cq O 0 — z w TOP IE WELD TO PANELS 1'-0" BELOW ORNE u"R BRA U E DETAILS BAR JOIST, C CORNERS. O 15 /4 t cc eo lCJLn L' CO 0 o' 1 .c cc O w0� ..w wz� Zo ww� FN-1 E- CD CD O D OCT 2 3 200 0 Q w � O Q �a a w ~O � O o � � O 1 �f+ a A A o #3HUU WELUEU 1 U f 1.3/4" 1" PLATE AS SHOWN. �v •+ 2.3/4" LONG 3.1/2" X 3.1/2" X 3/8" _�Z­Az�_'7_ -STEEL ANGEL CUT AS SHOWN. c) L2j 3/4®P I EW #3 ROD WELDED TO PLATE AS SHOWN.- 1/2" 2.3/4" 3.1/2" 2.3/4" L 3.1/2" X 3.1/2" X 3/8" STEEL ANGEL CUT AS SHOWN. N 1/2" X 16" STEEL ROD WELDED TO STEEL ANGEL 3/4" (2) 1/2" STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE L::a JL�j1 2'6" X 2.1/2" 3/8" 2.STEEL PLATE. TOP VIEW 8.1/2" 2LIA2" C\ a N 6" X 2.1/2" 3/f STEEL PLATE. (2) 1/2" STEEL RODS -BENT AS SHOWN WELDED TO STEEL PLATE 4.1/2" #3 ROD WELDED TO PLATE AS SHOWN. PLATE.D� (2) 1/2" STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE 6" X 6" 3/8" 6 STEEL PLATE. T ®� I ]E 1.1/2" 3" 1.1/2" 4 Chi 6" X 6" 3/8" STEEL PLATE. co c� (2) 1/2" STEE BENT AS SHOWN WELDED TO STEEL PLATE R 1/9" 1/2" STEEL ROD BENT AS SHOWN _-'._ -WELDED TO STEEL PLATE N � E6" X 3.1/2" 3/8" r) STEEL PLATE. 6 TOP I� 2 " 2 " 6" X 3.1/2" 3/8 STEEL PLATE. 1/2" STEEL ROD BENT AS SHOWN WELDED TO STEEL PLA (2) 1/2" STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE IfE 6 � STEEL PLATE. TOP IEW 2"2"2" N 6" X 6" 3/ 8" -----�,�STEEL PLATE. --� N co 3.1/2" 4.1/2" c\j ( 2 ) 1/2" STEEL RODS _ BENT AS SHOWN WELDED TO STEEL PLATE ® l ` 9 ® 1 I 1/2 1 cr) N #3 ROO WELDED TO 1 1.3/4" PLATE AS SHOWN. N 2.3/4" LONG 3.1/2" X 3.1/2" X 3/8" STEEL ANGEL CUT AS SHOWN. N ^; #3 ROD WELDED TO PLATE AS SHOWN. N, , 2. 3 / r' T ®� I ]E 3.1/2" 2.3/4" 2.3/4" L 3.1/2" X 3.1/2" X 3/8" STEEL ANGEL CUT AS SHOWN. N �! IS \� a) c*) 1/2" X 16" STEEL ROD WELDED TO STEEL ANGEL 3.1/2" 4.1/2" X 3/8" N STEEL PLATE. \ � N L3. / 2 TIC V IE 3.1/2" 4.1/2" X 3/8' STEEL PLATE. 'B" X 16" STEEL ROD :LDED TO STEEL PLATE SEE PANEL DETAILS FOR LOCATIONS #3 ROD WELDED TO PLATE AS SHOWN. FILE CON THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT .MAY BE NECESSARY IN ORDER TO 'COMPLY WITH ALL APPLICABLE CODES, APPROVED r Co ' ^ u J r'- ►n CC) I 0 o �Occ a OCeD .a cam, ..w ., Ut GCI wz� E-I E 4 w �z� o� N a E~ �b Ili o m C1 2 u 1011 w � W o� 0.4 ~ O ts. cQ o �' a o � a A E+ -I ww� w x r - __ - _ _ __ - -.__ E517WATTj HID.WALL PACK F. -, TYP.) / �• � \\ ELEC.FPANELTBRE PHONE S CTV / 250 WATT HID PALL PACK G 17'-B• A.F.F. (TYP.) r ELEC.FPANELTS PHONE S CTV DECORATIVE LIGHT STUB FOR FUTURE ELEC. PANEL S PHONE S CTV mr 0.81 ELEC. OR FUTURE PHONE S CTV DECORATIVE LIGHT Lr' STUB FOR FUTURE ELEC. PANEL S PHONE S CTV / 9�1 i 6 M 0 STEB O PHNE DECORATIVE LIGHT 7q• 0.2. ELEC. PANELTB PHONE S CTV 2507WA6T HIA.F. F.ALL PACK 28507WAIT AID WALL PACK Y r' 11 ( TYP. ) F --�—-----------------(��.�_ �-------------- --------------- ----— --------_�� _�4 -_I -- i_ _ -- -- L ,r - ----- -�N-----�� ----�� L DECORATIVE LIGHT J DECORATIVE LIGHT I DE COWTWA40llTIGHT DECORATIVE LIGHT 2 ELEC, FLOOR PLAN - SCALE: 1/811 = 1 f-011 - (SOUTH HALF) L APPROVED r THESE PLANS AND AI-L PROPOSED c ARE SUBJECT TO ANY CORRECTIO " a REQUIRED BY FIELD INSPECTORS I'll-; MAY BE NECESSARY IN ORDER TO z COMPLY V411H ALL APPLICABLE CODE C a a C cc 0 Lo Lo 00 0 O^ cc O� ►io O a .a �w ..w W z� a ©vim E.., a as o U x" 0-4 m (� P4 T 2 3 20Q1 � Q w � w U a w V i i� cn H O , _ r o o a aW � o STu FOR FUTURE PHOONE :AFL S DECORATIVE LIGHT &M R.I. TTFORAUT(SiE 25 WATT HID WALL PACK J _ YP Ef UP W STU FOR FE PHONE 6ACTV S DECORATIVE LIGHT 250 MATT HID WALL PACK E 17'-6• A.F.F. (TYP. ) on W STV6 FOR FUTURE PHONEP8ANEL CTV SM N.I. 250 NATj HIO.NALL PACK ,�. — — — — — -- -- — --- -� E 17'-6 A.F P �- �� 1 T METER9 SWITCH �` \ /i �) C / CENTENTE R (SEE RISER) yp R.I. � -A .Lel no '}' IN STUB FOR FUTURE ELEC. ANTL S PHONE S C V ggTUB FOR FUTURE PHONE ANEL YCTV S FOR FUTURE PANEL S d CTV Y / HOUSE TIME CLOCK �I I II II I / II / I I I II f 1 I I 1/ I IIII IIII IIII / IIII j�l I �/\IIII / III �I 1 I I I I II I I I I 1 II \ I I I I II II II B 17'-6• A.F.F. — yp -4 ------------- -- - -� - -- -- P------= ------ --'� /------� - --- \ - -- --------- - - - - -T ti -------- `� -- \ _ I � � —� ----J I L — — — — — — — — — — — — — — — — 1 J L — — — — DEC�pA��yE_ L_�� NT — — — — — — DECORATIVE LIGHT DECORATIVE LIGHT IU "OECORATWONEIGHT DECORATIVE LIGHT F la S I DECORATIVE LIGHT e2507WATTT HHID, WALL PACK f T1YP. ) ELEC. FLOOR PLAN - SCALE: 1/8rf = 1 °-0tr - (NORTH HALF) APPROVE THESE PLANS AND ALL PROPOSED WORK I ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT. -MAY BE NECESSARY IN ORDER T0: •`4 CL, OMPLY WITH ALL APPLICABLE CODES:' f ILE: COPI 0 0 Ln C 0 rn C O^ C'J Loci <C W U� a .a �ZU Wz� C--a F, a woo QH� L) P CT 2 3 2007 A w � W Qi r-r � W U1 a wcn O O �12 U Z � o a A A as � a N WWI w 4" SANITARY LINE TO SEWER OR S.T. W/ D.F. LAV 2 WAY C.0 mISol a 41� J1� VTR ; 2„ I ' I ' I ' I ' 1 .AV I ' I I mo 41` 2" 1 1 1 1 1 1 1 1 1 J�� I 41�I VTR 1 I I I I I I I I AV I I I 1 I I I PLUMBING RISER SOLID COPPER APP. MEANS ( 4 ) 4" PVC W/ 4 #600 FROM FPL. COND. MCM GROUND TYP. METER 200A 3 PHASE 120/208V ELECI'RICAL E2ISER - SCALE: N.T.S. - C.O. 60 A. 1 PHASE, 3 W, 115/230 V FLUSH MTO., PANEL W/ 60 A MAIN CIS. SW. 2" EMPTY PVC TENANT SPACE TO FUTURE ( TYP . ) 01) APPROV THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS f REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY THORDER 014 COMPLY WITH ALL APPLICABLE CODES; 0 0 z I C to co Lo C oco W o� a .a w 0-4 zx ..w W z E--4 00 0 OCT 232007 O w � � Q W � w U� a W Q, O c cq o o o Zf- w a A E, w TABLE OF CONTENTS: 1. Floor Plan 2, Panel Detai 3. Panel Detai 4, Panel Detai 5. Panel Detai 6, Panel Detai 7. Panel Detai 8. Panel Detai 9. Panel Detai to. Panel Detai 110 Panel Detai 12. Panel Detai 13. Panel Detai 14. Panel Detai Layout Is A-1, A-2/I-29 Is C-19 C-2/G-69 Is C-5/G-55 C-61 Is E-1 , E-2 , E-3 Is F-2 , F-3 , F-4 Is F-6 , F-7, F-8 Is G- 2, G-7, H-1 Is I-3, J-1, J-2 Is J-4, J-5, K-1 Is K-3, K-4, K-5 I s L-1 L-2 L-3 A-3 , & B-1 , Dated: "703/0"7 C-3/G-39 & C-4/G-4, Dated: C-7. & D-1 , Dated: 7/03/07 & F-1 & F-5 & G-1 & I-1 & J-3 & K-2 & K-6 & L-4 9 9 Is L-5 , Dated: 7/0 3/0'7 Is Weld Plate Details, Dated: 7/03/07 Dated: 7/03/07 Dated: 7/03/07 Dated: 7/03/07 Dated: 7/03/07 Dated: 7/03/07 Dated: 7/03/07 Dated: 7/03/07 Dated: 7/03/07 7/03/07 MG TOP OF WALL EL.• 18'-5.1/2• A.F.F. TOP OF SAR-JOIST L, 18'- ' A.F.F. 0K-2 2'-0' 12'b" 12'-0• 12'-0' 121-0' B'-0" 12'-0" 12'-0" 6'b' fiELOK- PANEL PANELON-3 PANEL X-5 PANEL K-2 PANEL N -3 PANEL K-2 PANEL K-3 K PANEL K2 PANEL PANEL N-3 AN K-2 PANEL K- PANEL K-3 PANEL H-3 PPNEL -1 PANEL K-2 PANEL K-2 PANEL K-1 PANELBN-2 PANEL K-3 8'-0' 6•-0• PANEL X-2 PPNEL KX3 6-0' 6'-0' PANEL N 2 PANEL K-3 fi•-0' 1 b'-0' PANEL K-2 e•-0' 6'b' 6'-8' 6•-0• ' 6'-0" 6'-e• 6'-0' 6'-8' fi'-e• 6•b' 0'-0'GO IS ME n x x m m m m m n LL p IF NOT 9PECIFIEO IF NOT SPECIFIED J BEFORE BEFORE CASTING ¢ iW X WON ENITIN0 TO DOOR OPENING TO a FIELONCUT Be FIELD COT u m � m IJ 0Z y p < C 0 N O 6 0 m 1 O 9 0 BLATI FINEpp•S D LL WINDOW l,I B c gg FIEED OL634 9 WINDOWS ITYP. 1 FI%ED GLASS WINDOWS ITYP. 1 FI%EO 6LAS3 WI 0Y3 ITYP.1 T 3'-G• % fi'-B` d FI%EO GLASS 3'-A' X 6'-8' m WINDOWS ITYP.1 FIXED GLASS a WINDOWS f TYP. 1 I q � m m4m T ms _ n I ' 2' 0• -0 ._ _ _ B' 0• _ �_ ._ 6 0 6 b �_ I _ e b'aP _G. ._ p_S. S_S. .- _ S._8. �_ . ._ . S._S. 2' S' S._0, - 6_ • _ A. 8'-e• - - 6'b• B 2' •-0 i '_0 +S' - 2•_0. 2 -0• .b. ._ 2.A _ LLD. 2.J0. i 2..0. •_ 2 -0• AB 1 2 _0. 2• S• 2y- .0. L 0 . 2'r -0' 2' 0' 2'- 2'- 2._S. 2.L0. 2._S. 0'-0' B'-0' 12'-0' 12'-e• 3'-0• S. 12'-0• 9•-0' 3'-0' 12'-0• 12'-0' B'-0• B'-0• 12'-8` 12'-0' 12'-0• 12'b' '- • B'-0• 12'-0• 10'-0' 10'-0• 0" 8'-8• - 12'-0' 12'-0• PANEL - 12'b• 12'-0' 1NEL C2 N L C-9 NEL C-5 PANEL C- L - PANEL EI ANEL E-3 pA L 6-1 PANEL 02 PANEL G- PANEL O-1 PANEL O-5 PANEL 0-3 PANEL 6-6 PANEL 6-3 PANEL 6-6 P HEEL G-Y PANEL 2- PANEL I-2 PANEL I-3 PANEL p-1 PAN L A- ANEL A-3 PANEL C-2 95-0. 30�_S, 30'_S" 9S'-0° P F WALL EL, 3S�_S, 23'-0" T O B R-JOI T EL • 1 '-6" T P MALL EL, 22'-0" A.F.F. TOP OF BAR -JOIST EL.= 19-4, 1/ A.F.F. TOP OF WALL EL.= 20'-0' TOP OF BAR-JOI6T EL.= 19'-8" T P OF WALL EL, 20'-0" TOP OF BAR -JOIST EL, 19'-6" TOP OF WALL EL, 22'-0" A.F.F. TOP OF BAR -JOIST L.- 19'-1.1/2" A.F.F. 2e0'-e• D FILE CON FLOOR PLAN — SCALE: 3/32G' = 1 G —0" — C cc en L CO O rn � O^ W O dW U� .a U w ..W wz �Ha oCD xx� 0 N L O C7 w CD Q Q 1� rTO 1� W � O 7� W w `n C�2 O 0 � a a A e-1 rn A •1 MARK: O CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE A — 1 P.M. PAINT/COLOR NONE REV.OATE JOB # QTY 1 1 IPANEL HEIGHT 20'-5" PAGE: 1 OF 45 VERIFY ALL OPENING SIZES 3 O I - (TOR): ( TOW ) 181.6 sq 2.1 CU. IMBEDS PC: QTY: Q 0 Q 2 Q 1 Q 1 Q 3 Q 0 (D 0 u 4 Lz 0 BL 2 OP OF RIBS B Q I CI I I ILl I ILl I cy) Bl Bl 1 I I . "A" o I I I I II II I I I I 1 1 I 1 N I 1 f l QI 00 c0 I l u I 3 9" X 80" WD . OPENI 00 I 111 I M co �+ I I ( I i _ B, � 1 _ co I - M.F. UI E 1 I Inm ROLLED PATTERN TOP OF RIB A.P.O. TOP OF WALL A" YDS _ B , IG REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 3 19 ' —6 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 3 20' —0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 9'-6" PANELS FOOT #4 3 9'-6" HORIZONTAL BARS #3 8 12" X 12" CORNER BAR 6X6-4/4 1 2 8' X20' 3" WALL REINFORCEMENT MASH ( SHEETS l MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE P.M. PAINT/COLOR NONE REV.OATE JOB # u1-2> QTY 2 PANEL HEIGHT 20'-5" PAGE: 2 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS I QI �� (DI 1 QI O I I I i I I Ti I I I I I I I Ll I,,II,, ��ILL I I B1 I— Bl�l I n A n M I I I I 3 I 1 1 I I I N DOI I 1 1 =7 I I 1 1 1— OD1 00 39" X 80" 1 t I IL1 I IL1 I WD. OPENI G N 6 Ln _ .1 Nr Bit \ / y It Lj\ M.F. E ROLLED 40" X 86.1/2" PATTERN DOOR OPENING ( TOR ): TOP OF RIB A. P.O. ( TOW ): TOP OF WALL 176.8 sq. ft. �'A" 2.1 CU. YDS rE IMBEDS '�— PC: QTY: Q 1 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 4 19' —6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 1 #6 4 20' —0" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #4 2 11'-9" PANELS FOOT Q 0 #4 2 11'-9" HORIZONTAL BARS Q 0 #3 16 12" X 12" CORNER BAR LL 4 6X6-4/4 2 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) Lz 0 BL 1 2 L. BRUCF KILBY. INC. 2007 MARK: O CUSTOMER JOB:KITTERMAN PLAZA OATE 6 — 2 9 — 0 7 I FINISH SLATE A — 3 P.M. PAINT/COLOR NONENONEI REV.DATE JOB # QTY 1 1 IPANEL HEIGHT 20'-5" PAGE: 3 OF 45 VERIFY ALL OPENING SIZES TOR TOW 140.8 sq 1.6 CU. IMBEDS PC: QTY: 1 Q 1 Q 0 Q 1 EQ 2 Q 1 0 LL 0 Lz 4 BL 1 TOP OF RIBS I OI I I _ I I 1 l2 I 1 I "A" CD I I I I cv N IC. G. O I - 03 m 1— Lz 39" X 80" LzWD. OPENI 1 I r Cc LC I I I 1 = „B„ CSD I I I I I = r oa I I � r I I FTl it M.F.F. I E ROLLED PATTERN TOP OF RIB TOP OF WALL �'A" ft. 7'-11.1/2" YDS 1 7`8. 1/2 113 IG REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 2 19' —6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 2 20' —0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 7'-6" PANELS FOOT #4 4 7 `15" HORIZONTAL BARS #3 8 1 12" X 12" CORNER BAR 6X6-4/4 1 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 —'2 9 — 0 7 FINISH SLATE B _ 1 P.M. PAINT/COLOR NONE IREV.13ATE JOB # �L OTY 1 1 IPANEL HEIGHT 20'-5" PAGE: 4 OF 45 VERIFY ALL OPENING SIZES TOR TOW 3 O 0 NOTE: 2 RIB HEIGHTS TOP OF RIBS----� E I I I F- OI I I I Ll = i I u 1 I m I Bl 1 n A" _ Bl � O = i t 1 m I I I - m I I I 1 rl CO N H li I G.H I I 39" X 80" co I Iu I uWD. OPENI ccI I „B„ v �° 1 I I CS) II I I r Go � I I I / _ � I M.F.F. 11 l ROLLED PATTERNUI v TOP OF RIB A.P.O. 8 3/4" TOP OF WALL 3IE�_. .,A- YOS IG REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 2 1-6-6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 2 20'-0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 5'-6" PANELS FOOT #4 3 5'-6" HORIZONTAL BARS #3 8 1 12" X 12"1 CORNER BAR 6X6-4/4 1 1 1 8' X20' 3" WALL REINFORCEMENT MASH ( SHEETS ) FILE C :SMET: 2 o f 14 PROJ: 07024 A NEW SHOPPING CENTER FOR: PORT ST . LUC I E , F LOR I DA R I CHARD BOYETTE , FL PE 42485 RICK BOYETTE CONSULTING, INC. COA #9707 4031 COCONUT BLVD . , ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE: 7/03/07 DRAwN BY: LB 0 0 N 99. 0 Lu 0 a. o_ Q MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 IFINISH SLATE C-1 P.M. PAINT/COLOR NONE REV.OATE JOB # QTY 1 1 PANEL HEIGHT 22'-5" PAGE: 5 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS e Q L' i I I I - tn L I L2 KL I 3 CD v I `° o I � I n I I OD E 0� OD I Ll I L2 �D I I � I 1 I i = LD I � L 1 co l M.F.F. Q = ROLLED PATTERN ( TOR ): TOP OF RIB A.P.O. ( TOW ) : TOP OF WALL �— 94.8 sq. ft.-� 1.1 CU. YDS 4'-2.3/4" IMBEDS PC: QTY: Q 0 REINFORCEMENT BARS (ALL GRADE 60) Q 1 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 2 19 ' -3 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 1 #6 2 19' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 3 #4 2 4'-0" PANELS FOOT Q 0 #4 1 4'-0" IHORIZONTAL BARS Q 0 #3 4 12" X 12" CORNER BAR Ll 2 6X6-4/4 1 B ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) L2 2 Bl 1 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6—'2" C9-07 FINISH SLATE P.M. PAINT/COLOR NONE REV.DATE JOB # C— 2 6-6 QTY 4 PANEL HEIGHT 22'-5" PAGE: 6 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS 0 i I - ua I�_ I I ell l ell I I "Q" 3 I I LO o 03 O I I l l l QI N 39" X 80" WD. OPENI G Uo Lo „B„ o I 1 r co / i - M.F.F. O E _ ROLLED PATTERN ( TOR ): TOP OF RIB A.P.O. ( TOW) : TOP OF WALL A_' 224.7 sq. ft. 2.6 CU. YDS IMBEDS PC: QTY: Q 1 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 4 19' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 #6 4 19' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION EQ 2 #4 2 1l'-9" PANELS FOOT Q 0 #4 3 ll'-9" HORIZONTAL BARS Q 0 #3 12 12" X 12" CORNER BAR Ll 4 6X6-4/4 2 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) L2 0 B1 2 n T.. RRTTCF KTT,RY_ TNC_ 2007 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 - 0 7 IFINISH SLATE P.M. PAINT/COLOR N O N E REV.DATE JOB # C— 3 91 G - 3 QTY 1 6 PANEL HEIGHT 22'-5" PAGE: 7 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS i I I I I - Ln I I I l l Ll I I Ll I I I �� _I I elI I BlI I I .. ..ACD _ I I CE oCD o I I I I I Go 39" X 80" I I lu i Ll i WD. OPENI G CD B d— r oc) M.F. . O E _ ROLLED 40" X 86.1/2" PATTERN DOOR OPENING ( TOR ): TOP OF RIB A.P.O. ( TOW ) : TOP OF WALL ' A" 200.7 sq. ft. 11'-11.1/2" _ 2.4 CU. YDS "B" IMBEDS "F— _ PC: QTY: Q 1 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 4 19' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 #6 4 19' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #4 2 ll'-9" PANELS FOOT Q 0 #4 2 ll'-9" HORIZONTAL BARS Q 0 #3 16 12" X 12"1 CORNER BAR Ll 4 6X6-4/4 2 8' X20' 3" WALL REINFORCEMENT MASH( SHEETS) L2 0 B1 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 -"2 9 - 0 7 FINISH SLATE P.M. PAINT/COLOR NONE REV.DATE JOB # C— 4 c2 QTY PANEL HEIGHT 22'-5" PAGE: 8 OF 45 G - 4 VERIFY ALL OPENING SIZES TOP OF RIBS Q I I uo I I I I I - Lo I _I I L2 - - l x i A 3 I i o I I I I c_o � v I I_C.G. I CC) O I I QI N r F- 3 9" X 80" 0-)= I ly t1L2D. OPENING UD Lo i B CD I I _ cD I 03 / l I I m M.F. . Q ROLLED PATTERN ( TOR ): TOP OF RIB A.P.O. ( TOW ) TOP OF WALL "A" ~_ 156.7 sq. ft. 7 ` 11.1/2" 1.8 CU. YDS �� „B„ IMBEDS "�— PC: OTY: 7'-11.1/2" Q 1 REINFORCEMENT BARS ALL GRADE 60) Q 1 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 3 19' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 #6 3 19'-9" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 1 #4 2 7'-9" PANELS FOOT Q 0 #4 3 7'-9" HORIZONTAL BARS Q 0 #3 8 12" X 12" CORNER BAR Ll 0 6X6-4/4 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) L2 4 B1 1 FILE COPY 3 0f 14 PROD: 07024 A NEW SHOPP I NG CENTER F OR: KITTEMN PLAZA PORT ST . LUC I E , FLORIDA R I CHARD B OYE T TE , FL PE # 42485 RICK BOYETTE CONSULTING, INC. COA #9707 4031 COCONUT BLVD . , ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE: 7/03/07 DRAWN BY: LBK MARK: CUSTOMER JOB:KITTERMAN PLAZA OATE 6 - 2 9 - 0 7 FINISH SLATE C- 5 P.M. PAINT/COLOR NONE REV.DATE JOB # G - 5 a QTY 2 PANEL HEIGHT 22'-5" PAGE: 9 OF 45 VERIFY ALL OPENING SIZES 3 CD Ln I N cN TOR TOW /-� TOP OF RIBS FoT0- I I I I I - Lo I Lz I I I Lz I BI I I I I I "A" o i I i I I I I I D I I �G• I ii�� OD r ( I I OI (T) L2 1 1 39" X 80" L2WD. OPENI —iCD J L . (-D � I B = cD I I \ I c - cn M.F. 156.7 sq 1.8 CU. IMBEDS PC: QTY: Q 1 Q 1 cQ 1 Q 2 Q 1 Q 0 QI 0 Ll 0 L2 4 BI 1 (fROLLED PATTERN TOP OF RIB A.P.O. TOP OF WALL �'A" . ft. 7'-11.1/2'' YDS „B„ .ram G REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 3 19'-3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 3 1 9 ' - 9" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 7'-9" PANELS FOOT #4 3 1 7'-9" HORIZONTAL BARS #3 8 1 12" X 12"1 CORNER BAR 6X6-4/4 1 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) MARK: CUSTOMER JOS:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 FINISH SLATE P.M. PAINT/COLOR NONE REV.DATE JOB # C - 6 O QTY 1 PANEL HEIGHT 22'-5" PAGE:10 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS I o I 0 0Ln I I 1 1 @I - u0 I 1 LI 1 LI I T I_ 1 I eiI I BLI I I ..A" � I I CD CE I I I I I I I I I I I I D Lo I I I C' 'I I m O I I I 1 1 OI 3 9" X 801, Ll 1 WD . OPENI G Loo ri v B Lo I I I I I = co I I _ .174 0 - OD C) M.F.F. ROLLED PATTERN ( TOR ): TOP OF RIB A. P.O. ( TOW ): TOP OF WALL A_' 224.7 sq. ft. 2.6 CU. YDS c Bil IMBEDS woo — PC: QTY: Q 1 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 4 19' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION QD 3 #6 4 19'-9" INTERIOR COLUMN SUPPORTS W/ EXTENTION (� 2 #4 2 1l'-9" PANELS FOOT Q 0 #4 3 ll'-9" HORIZONTAL BARS Q 0 #3 12 12" X 12" CORNER BAR Ll 4 6X6-4/4 2 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) L2 0 BI 2 (C� L. BRUCE KILBY, INC. 2007 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 FINISH SLATE C-7 P.M. PAINT/COLOR NONE REV.OATE JOB # QTY 1 PANEL HEIGHT 22'-5" PAGE:11 OF 45 VERIFY ALL OPENING SIZES TOP OF RIB 0 uo I uo 3 I CD CD v CD 1 I o I Lr) I D I O C. oH L2 L2 � 7 u-) I I I I I I = CD I �M.. I ROLLED PATTERN ( TOR) : TOP OF RIB A . P . 0 . ( TOW) : TOP OF WALL 65.8 sq. ft. .7 CU. YDS IMBEDS PC: QTY: Q 1 REINFORCEMENT BARS (ALL GRADE 60) Q 0 SIZE: QTY: LENGTH: DESCRIPTION: Q 0 #6 1 19' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION DQ 2 #6 1 19' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 0 #4 2 2'-9" PANELS FOOT Q 1 #4 4 2'-9" HORIZONTAL BARS Q 0 #3 4 1 12" X 12" CORNER BAR LI 0 6X6-4/4 1/2 B' X20' 3" WALL REINFORCEMENT MASH ( SHEETS ) L2 4 B� 0 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 FINISH SLATE D _ 1 P.M. PAINT/COLOR NONE REV. DATE JOB # 1 QTY 1 PANEL HEIGHT 23'-5" PAGE:12 OF 45 VERIFY ALL OPENING SIZES NOTE: 2 RIB HEIGHTS TOP OF RIBS-z:�-� I I uo �, CD I ~ B E I I Ll � I I I L1 II 3 Bi �Xt-sBi 1 I11A o ^ I CE I I o I I I I I I I CD . Q. 1 i � I I I m V cy) N = '- I II 39" X 80" 1 u I I LI WD . OPEN NG 00 CD 00 I I co 1 II B I I o II o I 1 � I I II I M.F. . E ROLLED PATTERNE (TOR): TOP OF RIB A.P.O. ( TOW ) : TOP OF WALL 3""All 124.2 sq. ft. 6'-2.3/4" 1.5 CU. YOS IMBEDS i +�— PC: QTY: Q 0 REINFORCEMENT BARS ( ALL GRADE E60 ) 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 0 #6 2 19' -6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION QD 0 #6 2 20' -0" INTERIOR COLUMN SUPPORTS W/ EXTENTION EQ 4 #4 2 5'-9" PANELS FOOT (Q 1 #4 3 5'-9" HORIZONTAL BARS Q 0 #3 8 12" X 12" CORNER BAR LI 4 6X6-4/4 1 8' X20' 3" WALL REINFORCEMENT MASH ( SHEETS ) L4 0 #4 2 5'-0" VERTICAL BAR @ 2 FILE COPY PROD : 07024 A NEW SHOPPING CENTER FOR: R I CHARD BOYE TTE , FL PE 42485 4 DATE: 7/03/07EL RICK BOYETTE CONSULTING, INC. COA #9707 of 14 DRAIN LB PORT ST. LUCIE, FLORIDA 4031 COCONUT BLVD., ROYAL PALM BEACH, FL 33411 (561) 790-5766 o w o w MARK: CUSTOMER JOB:KITTERMAN PLAZA BATE 6 - 2 9 - 0 7 IFINISH SLATE P.M. PAINT/COLOR NONE REV.OATE JOB # E — 1 1 O QTY 1 PANEL HEIGHT 23'-5" PAGE:13 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS 1 I O I I O C to I I I �D Imo— 3 T I ei ICI 1 "All B1 CD CD II I I I I CD -L0 11 I I IG i 1 � I CO N N I I I 1 1 QD 1 r— 39" X 80" 00 II I II 1 I1 to I iu I WD. OPENI G oco to 1I I I B v CD CD \ - Cc co M. F .1f. 1I I I I 0 ROLLED PATTERN ( TOR ): TOP OF RIB A.P.O. ( TOW ): TOP OF WALL n-, nAA 188.1 sq. ft. 2.2 CU. YDS E "B" IMBEDS 8'-8. 1/2 PC: QTY: Q 0 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 3 19' —6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION QO 1 #6 3 20' —0" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 3 #4 2 8'-6" PANELS FOOT Q 0 #4 3 8'-6" HORIZONTAL BARS Q 0 #3 8 12" X 12" CORNER BAR LI 4 6X6-4/4 2 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) L2 0 #4 3 5'-0" VERTICAL BAR Bl 2 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 IFINISH SLATE P.M. PAINT/COLOR NONEI REV.OATE JOB # E - L QTY 1 PANEL HEIGHT 23'-5" PAGE:14 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS Lo I I QI I 01 I l�l c0 O I 1�1 i:l I I 1 1 Ll 1 1 Ll I -~— + f BI 1 1 Bl I I I i I A _ _ o I 1 1 �•u•I I o CD I 1 1 I w N D 1 1 —I— — r— 39" X 80" n I OD I I I Ll I Ll WD. OPENI G I I l —_}T 7 N m o "B" it-77\ r Go M.F. L40" ROLLED X 86.1/2" PATTERN DOOR OPENING ( TOR) : TOP OF RIB A . P . 0 . ( TOW ): TOP OF WALL 'r_ 212.7 sq. ft. 2.5 CU. YDS IMBEDS ffy "~— PC: QTY: 1 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 4 19'-6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 #6 4 20' —0" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #4 2 1l'-9" PANELS FOOT Q 0 #4 2 ll'-9" HORIZONTAL BARS Q 0 #3 16 12" X 12" CORNER BAR Ll 4 6X6-4/4 2 8 ' X20' 3" WALL REINFORCEMENT MASH (SHEETS) Lz 0 #4 4 5' —0" VERTICAL BAR Bl 2 /1 .r ••rr. nnnr" MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 FINISH SLATE P.M. PAINT/COLOR NONE REV.OATE JOB # �J E — 3 O QTY 1 PANEL HEIGHT 23'-5" PAGE:15 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS A I O O I I kE)I I Ll I 1 i I I Li 3 B1 1=i �I I i A o - o I I I LD I I I I I I tJtiC . G. I I I C3 m N N O I I I I 11 N I 1 39" X 80" co I I 11 I L-WD. OPENI G I I I i Iglu II m UD Ln I 11 1 "B" r Lo 0:' � M.F. . I O O ROLLED PATTERN ( TOR ): TOP OF RIB A.P.O. ( TOW ): TOP OF WALL A" 188.1 sq. ft. 8'-11.1/2" 2.2 CU. YDS IMBEDS 8 8.1/2 ~— PC: QTY: 1 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: QQ 0 #6 3 19' —6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 1 #6 3 20' —0" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 3 #4 2 8'-6" PANELS FOOT Q 0 #4 3 8'-6" HORIZONTAL BARS Q 0 #3 8 12" X 12" CORNER BAR u 1 4 6X6-4/4 2 8 ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) L2 0 #4 3 5' —0" VERTICAL BAR Bl 2 MARK: CUSTOMER JOB:KITTERMAN PLAZA GATE 6-29-07 FINISH SLATE F — 1 1 P.M. PAINT/COLOR NONE REV.OATE JOB # OTY 1 PANEL HEIGHT 23'-5" PAGE:16 OF 45 VERIFY ALL OPENING SIZES NOTE: 2 RIB HEIGHTS TOP OF RIBS B I I I C C I I ~ I (_0 E I' I 1 1 I Ll � I L2 3 - al 1 1 m I A 0 If CD I I m C G.1Lo ° Q i l 39" X 80 ' 00 I u I L2 WD . OPEN NG cl I I t II B I L� I_ I r cD 6 I = 00 LJI tIilill M.F. E ROLLED PATTERN (TOR): TOP OF RIB A.P.O. 8 3/4" ( TOW ): TOP OF WALL 3" �"A" — 94.5 sq. ft. 4'—IT.1/1 1.1 CU. YDS 11 B„ IMBEDS wdv� PC: QTY: �A 0 REINFORCEMENT BARS (ALL GRADE 60) Q 1 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 2 19' —6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 1 #6 2 20' —0" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #4 2 4'-6" PANELS FOOT Q 0 #4 3 4'-6" HORIZONTAL BARS Q 0 #3 8 12" X 12" CORNER BAR Ll 2 6X6-4/4 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) L2 2 #4 2 5' —0" VERTICAL BAR Bl 1 fil-iCOPV v L. D1uuh s : 5 o f 14 AiLD1, im, PROD : 07024 4VVI A NEW SHOPPING C ENTER FOR : PORT LIT I E FLORIDA CHARD BOYE TTE , F L PE 42485 ERICK BOYETTE CONSULTING, INC. COA #9707 COCONUT BLVD . , ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE: 7/03/07 Dxnwx BY: LB MARK: CUSTOMER JOB:KITTERMAN PLAZA OATS 6-2C9-07 FINISH SLATE F — ^ P.M. PAINT/COLOR NONE REV.OATE JOB # L QTY 1 PANEL HEIGHT 23'-5" PAGE:17 OF 45 VERIFY ALL OPENING SIZES NOTE:(2)"E"WELD PLATES ON FACE OF PANEL VERIFY 1'-2.3/4" 6'-8.3/4" In SLOPE LD 1/4"TO 12" O Q FACE L1 L1 --x 3 O 2,_011 _ �O I Lo \ O FACE O O U7 Lo I 0 (V L1 L1 6) CD n I 1' 3" - CD _ cD 00 M.F.F. 11.3/4" LPATTERN ( MIN ) ROLLED ( TOR ): TOP OF RIB A. P.O. ( TOW ) : TOP OF WALL 173.9 sq. ft. 7'-11.1/2" �-- 3.6 CU. YDS IMBEDS PC: QTY: Q 0 REINFORCEMENT BARS (ALL GRADE 60) Q 0 SIZE: QTY: LENGTH: DESCRIPTION: Q 0 #6 2 21'-3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 4 #6 2 21 ' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 3 #6 1 23 ' -0 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 0 #6 1 23' -6" IINTERIOR COLUMN SUPPORTS W/ EXTENTION Q 0 #4 2 7'-9" PANELS FOOT Ll 4 #4 1 7'-9" HORIZONTAL BARS LE 0 #3 6 12" X 12" CORNER BAR Bl 1 6X6-4/4 1 3 1 8' X20' 2 LAYERS REINFORCEMENT MASH ( SHEETS ) MARK: CUSTOMER JOB:KITTERMAN PLAZA OATE 6 - 2 9 - 0 7 FINISH SLATE F-3 P.M. PAINT/COLOR NONE REV.OATE JOB # OTY 1 PANEL HEIGHT 21'-6" PAGE:18 OF 45 VERIFY ALL OPENING SIZES NOTE : ( TOW) SLOPES SLOPE O 1/4"TO 12" O I L1 L1 Bl� 3 O lD I o of gLC-. G G.O° N � Li L1 N co � Lo I E co I OD M.F.F. ( TOW ) : TOP OF WALL wan— 170.0 sq. ft. 3.5 CU. YDS REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 3 21 '-0" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 3 21'-6" INTERIOR COLUMN SUPPORTS W/ EXTENTION I #4 2 7'-9" PANELS FOOT #4 1 7'-9" HORIZONTAL BARS #3 4 12" X 12" CORNER BAR 6X6-4/4 2 8'X20' 2 LAYERS REINFORCEMENT MASH (SHEETS) (C� L. BRUCE KILBY. INC. 2007 MARK: CUSTOMER JOB:KITTERMAN PLAZA OATE 6 - 2 9 - 0 7 I FINISH SLATE F — ^ `� P. M. PAINT/COLOR NONE REV.OATE JOB # QTY 1 1 PANEL HEIGHT 21'-4" PAGE:19 OF 45 VERIFY ALL OPENING SIZES NOTE : ( TOW) SLOPES SLOPE O 1/4"TO 12'' O N I L1 _ L1 - - Bl-x- 3 O = I = V' OOLC. G.O co = N N L1 L1 N I lD cD I OD M.F.F. 11 If a ( TOW ): TOP OF WALL �- 168.7 sq. ft. 7'-.11.1/2" 3.5 CU. YDS IMBEDS PC: QTY: Q 0 REINFORCEMENT BARS (ALL GRADE 60) Q 0 SIZE: QTY: LENGTH: DESCRIPTION: Q 0 #6 3 21--0" 1EXTERIOR COLUMN SUPPORTS W/0 EXTENTION Q 4 #6 3 2 1 ' - 6 " INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 1 #4 2 7'-9" PANELS FOOT Q 0 #4 1 7'-9" HORIZONTAL BARS Q 0 #3 4 12" X 12" CORNER BAR Ll 4 6X6-4/4 2 8' X20' 2 LAYERS REINFORCEMENT MASH ( SHEETS l L2 0 Bl 1 MARK: CUSTOMER JOB:KITTERMAN PLAZA GATE 6 - 2 9 - 0 7 FINISH SLATE F-5 P.M. PAINT/COLOR NONE REV.OATE JOB # QTY 1 PANEL HEIGHT 21'-2" PAGE:20 OF 45 VERIFY ALL OPENING SIZES NOTE : ( TOW) SLOPES SLOPE O 1/4"TO 12" o I if L1 L1 B1� 3 O = F cD i = CV C.G. O OJ = C�D Ll N � Ll N I � I Lo I OD M.F.F. ( TOW ) : TOP OF WALL ~- 167.3 sq. ft. 7'-11.1/2" 1 3.4 CU. YDS IMBEDS PC: QTY: Q 0 REINFORCEMENT BARS (ALL GRADE 60) Q 0 SIZE: QTY: LENGTH: DESCRIPTION: Q 0 #6 3 20 ' -9 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 4 #6 3 21'-3" INTERIOR COLUMN SUPPORTS W/ EXTENTION QQ 1 #4 2 7'-9" PANELS FOOT Q 0 #4 1 7'-9" HORIZONTAL BARS Q 0 #3 4 12" X 12" CORNER BAR L1 4 6X6-4/4 2 8 ' X20 ' 2 LAYERS REINFORCEMENT MASH (SHEETS) L2 0 B1 1 FILE CON S ET: of 14 PROD: 07024ME:ANEW SHOPPING CENTER FOR: ST . LUC IE FLOR DA RICHARD BOYETTE, FL PE 424856 RICK BOYETTE CONSULTING, INC. COA9707 4031 COCONUT BLVD . , ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE: 7/03/07 DRAWN BY: LBKT MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6-`Z9-07 FINISH SLATE F-6 P.M. PAINT/COLOR NONE REV.DATE JOB 0 QTY 1 PANEL HEIGHT 21'-0" PAGE:21 OF 45 VERIFY ALL OPENING SIZES NOTE: ( TOW) SLOPES SLOPE O 1/4"TO 12" D e� �1 I 1 Ll. (r) B1# 3 o ~ I I O 00 CID CV = Li L1 CD y I CD � Ln I B L0 I 00 M.F.F. 0 ( TOW ) : TOP OF WALL 166.0 sq. ft. 7'-11.1/2"~- 3.4 CU. YDS QTY: rDS 0 REINFORCEMENT BARS (ALL GRADE 60) 0 SIZE: QTY: LENGTH: DESCRIPTION: 0 #6 3 20' -6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 4 #6 3 21 ' -0" INTERIOR COLUMN SUPPORTS W/ EXTENTION (Q 1 #4 2 7'-9" PANELS FOOT Q 0 #4 1 7'-9" lHORIZONTAL BARS QI 0 #3 4 12" X 12" CORNER BAR Ll 1 4 6X6-4/4 2 8 ' X20 ' 2 LAYERS REINFORCEMENT MASH (SHEETS) L2 0 el 1 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE F-7 P.M. PAINT/COLOR NONE REV.DATE JOB M QTY 1 PANEL HEIGHT 20'-10" PAGE:22 OF 45 VERIFY ALL OPENING SIZES NOTE : ( TOW ) SLOPES SLOPE O 1/4"TO 12" O I Ll Ll Bl� 3 O = lD I = I O O co rG CD CV LS L1 ED CV I D � U-) I (D I 00 Fq M.F.F. ( TOW ): TOP OF WALL 164.7 sq. ft. �� 7'-11.1/2'' �-- 3.4 CU. YDS IMBEDS PC: QTY: Q 0 REINFORCEMENT BARS (ALL GRADE 60) Q 0 SIZE: QTY: LENGTH: DESCRIPTION: Q 0 #6 3 20' -6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 4 #6 3 21 '-0" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 1 #4 2 7'-9" PANELS FOOT Q 0 #4 1 1 7'-9" HORIZONTAL BARS QI 0 #3 4 12" X 12" CORNER BAR Ll 4 6X6-4/4 2 8' X20' 2 LAYERS REINFORCEMENT MASH (SHEETS) L2 0 Bl 1 n T PlPTTrV YTTRV TNf 9nnv7 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6-29-07 FINISH SLATE F-8 P.M. PAINT/COLOR NONE REV.OATE JOB # QTY 1 PANEL HEIGHT 20'-8" PAGE:23 OF 45 VERIFY ALL OPENING SIZES NOTE : ( TOW) SLOPES NOTE:NOTCH FOR FOOT SLOPE Q 1/4"TO 12" co Ln �I r 0E 4 Ll B1 3 O ~ � I = LD Q co \ °D = cal C . In \ � � N r I L1 L1 D CD cal Ln I - G 3.5/8" NOTCH ( TOW ) : TOP OF WALL 55.0 sq. ft. 1.2 CU. YDS IMBEDS PC: QTY: Q 0t64 ORCEMENT BARS (ALL GRADE 60) Q 0QTY: LENGTH: DESCRIPTION: Q 03 20' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION QD 21 20 ' -9 " INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 12 2'-0" PANELS FOOT (Q 01 2'-6" HORIZONTAL BARS Q 05 12" X 12" CORNER BAR Ll 4 1 8 ' X20 ' 2 LAYERS REINFORCEMENT MASH( SHEETS) L2 0 BL 1 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE G-1 P.M. PAINT/COLOR NONE REV.OATE JOB 0 QTY 1 PANEL HEIGHT 22'-5" PAGE:24 OF 45 VERIFY ALL OPENING SIZES TOP OF RIB I - Lo 0 L2 I L2 ^ el I 3 O CE I Qo O Ln I 00 = C N OH /�� o C51 - OD CD L2 I LP r (D I � = I Lr) I I I = LD I I m All M.F.F. ROLLED ( TOR ): TOP OF RIB PATTERN A.P.O. ( TOW ) : TOP OF WALL i- 65.8 sq. ft. .7 CU. YDS 2'-11.1/4" IMBEDS PC: OTY: Q 0 REINFORCEMENT BARS (ALL GRADE 60) Q 0 SIZE: QTY: LENGTH: DESCRIPTION: QQ 1 #6 1 19 ' -3 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 #6 1 19'-9" INTERIOR COLUMN SUPPORTS W/ EXTENTION (EQ 0 #4 2 2'-9" PANELS FOOT Q 1 #4 4 2'-9" HORIZONTAL BARS QI 0 #3 4 12" X 12" CORNER BAR Ll 0 6X6-4/4 1/2 8 ' X20 ' 3" WALL REINFORCEMENT MASH( SHEETS) L2 4 B1 1 FILE COPY 7 Of 14 PROD: 07024 A NEW SHOPPING CENTER FOR: PORT ST. LUCIE FLORIDA R I CHARD BOYS TTE , FL PE 42485 RICK BOYETTE CONSULTING, INC. COA #9707 1 4031 COCONUT BLVD., ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE : 7/03/07 DRAIINBY: LBR MARK: CUSTOMER JOS:KITTERMAN PLAZA DATE 6-29-07 FINISH SLATE P.M. PAINT/COLOR NONEI REV.DATE JOB # G — 2 QTY 1 PANEL HEIGHT 22'-5" PAGE:25 OF 45 _ VERIFY ALL OPENING SIZES TOP OF RIBS 0 0 0 0Ln I I I I I 1I I I I I 1 - Ln D O I I L1 1 L1 1 ^ I Bl I I 8011 1 I A I I Ef I 1 1 1 1 I LoI I 1 1 I I I I C. .I I � m O I I I 1 1 QI 39'' X 80'' co—. CD i�IILl I WD. OPENI G —L Lo I I " p a - - UU Ln I I I LD I I I I CD r co M.P .F. ROLLED PATTERN ( TOR ): TOP OF RIB A.P.O. ( TOW ) : TOP OF WALL_ A_ 224.7 sq. ft. 2.6 CU. YDS E IMBEDS _• =���"�—�' PC: QTY: II `11 . 1/2" O 1 REINFORCEMENT BARS (ALL GRADE 60) 0 2 SIZE: QTY: LENGTH: DESCRIPTION: 1 #6 4 19'-3" _ EXTERIOR COLUMN SUPPORTS W/0 EXTENTION Q 3 #6 4 19' —9" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #4 2 11'-9" PANELS FOOT 0 0 #4 3 11'-9" HORIZONTAL BARS Q 0 #3 1.2 12" X 12" CORNER BAR L1 4 6X6-4/4 2 B' X20' 3" WALL REINFORCEMENT MASH (SHEETS) L2 0 B1 2 MARK: CUSTOMER JOS:KITTERMAN PLAZA OATE 6 - 2 9 - 0 7 P.M. PAINT/COLOR NONE REV.DATE G-7 QTY 1 PANEL HEIGHT 22'-5" VERIFY ALL OPENING SIZES TOR TOW 94.8 sq. 1.1 CU. IMBEDS PC: QTY: Q 1 1 0 0 1 Q 3 Q 0 QI 0 L1 2 L2 2 81 1 TOP OF RIB TOP OF WALL ft. YDS 3 O 0 - F- U0 I V N r� N I m - o � � I C-o TOP OF RIBS Lo I 0 1 L2 I I I I I o. FINISH SLATE JOB # PAGE:26 OF 45 I r r r r 0 U ROLLED PATTERN A.P.O. 4 2�3/4 F Lo I Lo I 03 REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 2 19'-3" EXTERIOR_ COLUMN SUPPORTS W/O EXTENTION #6 2 19' —9" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 4'-0" PANELS FOOT #4 1 4'-0" _ HORIZONTAL BARS #3 4 12" X 12" CORNER BAR 6X6-4/4 1 8'X20 3" WALL REINFORCEMENT MASH (SHEETS) �C L. BRUCE KILBY, INC. 2007 MARK: CUSTOMER JOB:KITTERMAN PLAZA OATE 6 - 2 9 - 0 7 FINISH SLATE H — 7 P.M. PAINT/COLOR NONE REV.DATE JOB # 1 QTY 1 1 PANEL HEIGHT 20'-5" PAGE:27 OF 45 VERIFY ALL OPENING SIZES TOR TOW NOTE: 2 RIB HEIGHTS TOP OF RIBS-7--- � o� mIIAII 0 • FA Go 1 . 8mm Ed 00 S .• o O�OI ROLLED PATTERN TOP OF RIB A.P.O. g 3/ " TOP OF WALL 3""All ft. YDS 5'-8.1/4" P" IG REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 2 19' —6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 2 2 0 ' — 0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 5'-6" PANELS FOOT #4 3 5'-6" HORIZONTAL BARS #3 B 1 12" X 12" CORNER BAR 6X6-4/4 1 1 8 ' X20 ' 3" WALL REINFORCEMENT MASH ( SHEETS ) MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE _ T— P.M. PAINT/COLOR NONE REV.DATE JOB # QTY 1 1PANEL HEIGHT 20'-5" PAGE:28 OF 45 VERIFY ALL OPENING SIZES 3 CD Lo I GD N TOR TOW 140.8 sq 1.6 CU. IMBEDS PC: OTY. 0- 1 Q 1 1 QE 2 0 1 Q 0 Ll 0 L2 4 B1 1 TOP OF RIBS r B I QI E 1 I I I I L2 I I I Lz 0 "An CD I 11 I I- I I I I ID N N N I I C.G. QI m 39" X 80" cc°cLZ I I I I L2WD. OPENI M co CD LF) � I I I B rr v I 0 I CC) I I � M.F._ . O1 ROLLED PATTERN TOP OF RIB A.P.O. TOP OF WALLA_' ft. �71-11.1/2" YDS „B„ REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 2 19' -6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 2 20' -0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 7'-6" PANELS FOOT #4 4 7'-6" HORIZONTAL BARS #3 1 8 1 12" X 12" CORNER BAR 6X6-4/4 1 1 8 ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) FILE COPY S 8 o f 14 PROJ : 07024 : A NEW SHOPPING CENTER FOR: PORT ST-7LUME, FLORIDA R I CHARD ROYE TTE , FL PE 42485 RICK BOYETTE CONSULTING, INC. COA #9707 4031 COCONUT BLVD . , ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE: 7/03/07 DRAWN BY: LBK MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 FINISH SLATE I — 3 P.M. PAINT/COLOR NONENONEI REV.OATE JOB # QTY 1 1 IPANEL HEIGHT 20'-5" PAGE:29 OF 45 VERIFY ALL OPENING SIZES 3 O Lo I N (TOR): ( TOW ): 181.6 s 2.1 CU. IMBEDS PC: QTY: Q 1 Q 2 0 i Q 3 Q 0 0 u 4 Lz 0 Bl 2 TOP OF RIBS� I QI Q I 1 Q 1� �I I 1 1LL 1 1L! 1 I eli B! I I „A" I 0 I I I 1 I I 1 1 I = N N OD I I C G i I ��I I 1 39" X 60'' 00 co® I 1 I I ILL lu I WD. OPENI 6i co cc LnLo 00 / I � M.F. �� O' di ROLLED PATTERN TOP OF RIB A.P.O. TOP OF WALL AAA ft. 9'-11.1/2" YDS Imo— „B„ 11 9'-8.1/2" 113" REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 3 19' -6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 3 20' -0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 9'-6" PANELS FOOT #4 2 9'-6" _ HORIZONTAL BARS #3 8 12" X 12" 1 CORNER BAR 6X6-4/4 1 2 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 FINISH SLATE \ U P.M. PAINT/COLOR NONE REV.DATE JOB # QTY 1 IPANEL HEIGHT 20'-5" PAGE:30 OF 45 VERIFY ALL OPENING SIZES I CD N TOR TOW 203.3 sq 2.3 CU. IMBEDS PC: QTY: O 0 - 2 QQ 1 Q 1 3 Q 0 0 u 4 L2 0 B! 2 NOTE: 3 RIB HEIGHTS �TOP OF RIBS QI I QI � 1 Q1 I 1 1 LL el I I i I LL I cl) B! I I CL CD I I 111 II ~ I I I N Cc l i Cc I I I ~ I I O I I ~ 1 I a) N i I OI I I I N I I 1u a CD 1 I N I lu 00 CD - = I 0)1 I I I CC)Lf I I I I I I 1 1 1 1 I 07 I I I I MIF TOP OF RIB TOP OF WALL ft. YDS U' E ' ' ROLLED PATTERN A.P.O. REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 3 19 ' -6 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 3 20 ' -0 " INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 9'-6" PANELS FOOT #4 1 9'-6" HORIZONTAL BARS #3 4 1 12" X 12" CORNER BAR 6X6-4/4 2 1 8 ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) CO L. BRUCE KILBY, INC. 2007 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 FINISH SLATE J — 2 P.M. PAINT/COLOR NONE I REV.DATE JOB # QTY 1 1 IPANEL HEIGHT 20'-5" PAGE:31 OF 45 VERIFY ALL OPENING SIZE=S 3 O TOR TOW NOTE: 4 RIB HEIGHTS OF RIBS C I I CD I I v 1 1 ii O I Iu ~ I I II I Iu ~ i I � m I I I ~ I r 1 1 co I I LO I = N O' 1 °� �_ 1 1 � i ; c.G' 1 I �' 1 I 01 � m I I I I 39" X 80" I Qi lu I L1 WD. OPENI n I - „B I I I _ I I I I = Go I I i CD r I I I I \ � I +7 7 M.F.F. 222.5 sq 2.6 CU. IMBEDS PC: QTY: 1 QB 2 Q 1 2 2 Q 0 Q 0 u 4 LP 0 8 2 ROLLED TOP OF RIB PATTERN A.P.O. TOP OF WALL �'A" . ft. YDS I REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: 4 19' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION _#6 #6 4 19 ' -9 " INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 11'-9" PANELS FOOT #4 3 il'-9" HORIZONTAL BARS #3 8 12" X 12" CORNER BAR 6X6-4/41 2 1 8' X20' 3" WALL REINFORCEMENT MASH ( SHEETS ) MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 - 2 C9 - 0 7 FIN%SH SLATE J — 3 P.M. PAINT/COLOR NONENONEI REV.DATE JOB # QTY 1 1 IPANEL HEIGHT 20'-5" PAGE:32 OF 45 VERIFY ALL OPENING SIZES 3 O Ito TOR TOW NOTE: 4 RIB HEIGHTS � TOP OF RIBS I � B C � I CA r� 8i 0 I E l o I I v t LL = i t O 1 1 u - I I c') N CD I I I 1 O i m 1 l + I� OI CC) = 1 I I ILl I I LL I �.r_ 39" X 80" WD. OPENI to n „BLl „ _ 00 M. FAF. 176.8 sq 2.2 CU. IMBEDS PC: QTY: Q 1 (D 2 Q 1 Q 2 Q 2 Q 0 Q 0 u 4 L2 I 0 B1 2 OI E I ROLLED 40'' X 86.1/2" TOP OF RIB PATTERN A.P.O. DOOR OPENING TOP OF WALL A_' . ft. YDS ...— B" IG REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 4 19' -0" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 4 1 9 ' - 6" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 11'-9" PANELS FOOT #4 2 11'-9" _ HORIZONTAL BARS #3 16 12" X 12" 1 CORNER BAR 6X6-4/4 2 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) FILE COPY uw Of CL CL CL Q SBEE 9 of m 4 PROD: 07024MW A NEW SHOPPING CENTER FOR: PORT ST . LUC I E FLORIDA R I CHARD HOYETTE , FL PE 42485 RICK BOYETTE CONSULTING, INC. COA #9707 4031 COCONUT BLVD . , ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE: 7/0/07 DRAwN BY: LBK MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE J- 9 P.M. PAINT/COLOR N O N E REV.DATE JOB # QTY 1 1PANEL HEIGHT 20'-5" PAGE:33 OF 45 VERIFY ALL OPENING SIZES NOTE: 4 RIB HEIGHTS P OF RIBS 2 QI I Qf I cOI � A Di 0 I- , IILl CE I CD II I I Ll c I ( m I N BlI I Bl I uAn I I i I 0 I m 1 1 1 1 I 00 QI I I C.IQI Q°1 I I I IL1 I cv I C5 I lu 39" X 80" WD. OPENI 61 UD Lo I� Nt I i I n - M.F.F. 1 I I I TOR TOW 222.5 sq 2.6 CU. IMBEDS PC: QTY: Q 1 Q 2 Q i Q 2 Q 2 Q 0 Q 0 u 4 L2 0 B1 2 Q 1 E e 1 14 ROLLED PATTERN TOP OF RIB A.P.O. TOP OF WALL A ft.~— YOS c „B il REINFORCEMENT BARS (ALL GRADE 60) SIZE: CITY: LENGTH: DESCRIPTION: #6 4 18 ' -9 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 4 19' -3" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 11'-9" PANELS FOOT #4 3 11'-9" HORIZONTAL BARS #3 1 8 1 12" X 12" CORNER BAR 6X6-4/4 2 1 8 ' X20 ' 3" WALL REINFORCEMENT MASH ( SHEETS ) MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 1 FINISH SLATE J - 5 P.N. PAINT/COLOR NONENONEI REV.DATE JOB # QTY 1 IPANEL HEIGHT 20'-5" PAGE:34 OF 45 VERIFY ALL OPENING SIZES 3 0 Lo I N TOR TOW 203.3 sq 2.3 CU. IMBEDS PC: QTY: Q i Q 2 Q 0 Q 1 Q 3 Q 0 0 0 L1 4 L2 0 B1 2 NOTE: 3 RIB HEIGHTS 0P OF RIBS B OI i I I OI I � I o I I Ll — Bl I I I E I I u I I I I cy) I I I cv Bl CE CD I I o I I 0-) I I I I I 1 I I 1 I - - cD 6 1 I Iu I Iu I i r - LD = l 0 I I I I I I I I I l m CD I OD I I I I I QD I a I i t 1 1 I I I I I I = OD I I I I I 0 m M. F.. i I I i t I TOP OF RIB TOP OF WALL ft. YDS ROLLED E O' PATTERN -2 nrr— r� 91-8.1/2" 3" REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 3 18' -6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 3 1 9 ' -0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 9'-6" PANELS FOOT #4 1 9'-6" HORIZONTAL BARS #3 4 12" X 12" CORNER BAR 6X6-4/4 2 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) CO L. BRUCE KILBY, INC. 2007 MARK: CUSTOMER I JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE P.M. PAINT/COLOR NONE REV.OATE JOB # QTY 1 1PANEL HEIGHT 18'-10.1/2'PAGE:35 OF 45 VERIFY ALL OPENING SIZES 3 0 TOR TOW 112.5 sq 1.3 CU. IMBEDS PC: QTY: Q 0 i Q 1 Q 1 2 Q 0 0 u 2 L2 2 B1 1 TOP OF RIBS cv lB lc) \ I QI - - - - I Iei i II_Ix1 I � m I I I Ll I I I � Lz o i i i Oi D N I IIY I I I � (ID 0 I I I I L1 I L2 0 Lo I I = I I I I I I c9 i I M.F.F. TOP OF RIB TOP OF WALL ft. YDS @I , A 3" 5'-8.1/2" REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 2 18 ' -3 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 2 18 ' - 9" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 5'-6" PANELS FOOT #4 1 5'-6" HORIZONTAL BARS #3 1 4 12" X 12" 1 CORNER BAR 6X6-4/4 1 1 8 ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 -Z 9 - 0 7 FINISH SLATE K - 2 P.M. PAINT/COLOR NONE REV.DATE JOB # QTY 11 PANEL HEIGHT 18'-10.1/2' PAGE: 36 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS w I QI CD I I I I I I Bl 11 ®_I I I I I i I IT[ I m ~ CD O I I I I I I I I I I I Qf D 0 Lo Ll 1 I I I I 1� I�1- co ODED f I I I I I I 1 I I CD I 1 I I I I I 'I f II'I L -- I '---- I L--- M.F.F. ir ( TOR ): TOP OF RIB ( TOW ) : TOP OF WALL 225.7 sq. ft.�- 2.6 CU. YDS IMBEDS PC: QTY: Q 1 REINFORCEMENT BARS ALL GRADE 60) 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 4 18'-3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 #6 4 18' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #4 2 11'-9" PANELS FOOT Q 0 #4 1 11'-9" HORIZONTAL BARS Q 0 #3 4 12" X 12" CORNER BAR Ll 4 6X6-4/4 2 8' X20' 3" WALL REINFORCEMENT MASH( SHEETS) L2 0 B1 2 FILE COPY SHEET:PROD: o 07024 A NEW SHOPPING CENTER FOR: PORT ST . L CIE, FLORIDA R I CHARD BOYE TTE , FL PE 42485 RICK BOYETTE CONSULTING, INC. COA #9707 4031 COCONUT BLVD . , ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE: 7/03/07 DRAW BY: LBK MARK: CUSTOMER JOB:KITTERMAN PLAZA GATE 6 — 2 9 — 0 7 FINISH SLATE K — 3 P.M. PAINT/COLOR NONE REV.DATE JOB Al QTY 7 PANEL HEIGHT 18'-10.1/2' PAGE: 37 OF 45 VERIFY ALL OPENING SIZES _ TOP OF RIBS N I 91 cI , C I I 811 BS I 1 � m F I � uACD ~ I I I I I t LD 01 � (3.1 � j I I r �. Ll LI LD . _L T-- Lo I I " B " \ 00 OD r I I I I X Lo I L M.F.F. �--- _ L40 '' X 86.112" (TOR): TOP OF RIB DOOR OPENING ( TOW ): TOP OF WALL "A" 201.7 sq. ft. 2.4 CU. YDS c IMBEDS •.- �— PC: QTY: Q 1 REINFORCEMENT BARS (ALL GRADE 60) (� 2 SIZE: QTY: LENGTH: DESCRIPTION: 0 1 #6 4 18 ' -3 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION 2 #6 4 1 8 ' - 9 " INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #4 2 11'-9" PANELS FOOT 0 0 #4 2 ll'-9" HORIZONTAL BARS 0 0 #3 8 12" X 12" CORNER BAR L1 4 6X6-4/4 2 8 ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) L2 0 Bl 2 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE K— P.M. PAINT/COLOR NONE REV.DATE JOB # QTY 1 2 IPANEL HEIGHT 18'-10.1/2' PAGE: 38 OF 45 VERIFY ALL OPENING SIZES - TOP OF RIBS ti I I I I I L2. I 3 I I I I O CE ~ CD I i i I LID N N IjmNC.G. I L2 , I I L2 i D 1— CD I I � I � I I I G I I I CD I I 1 I (�D I �� �I I ,I LL--- I---� M.F.F. 0 ( TOR ): TOP OF RIB ( TOW) : TOP OF WALL 150.2 sq. ft.�- 1.7 CU. YDS �- IMBEDS PC: QTY: 0 1 REINFORCEMENT BARS (ALL GRADE 60) 0 1 SIZE: QTY: LENGTH: DESCRIPTION: 0 1 #6 3 1 8 ' - 3 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION (� 2 #6 3 18' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION 1 #4 2 7'-9" PANELS FOOT 0 1 0 #4 1 7'-9" HORIZONTAL BARS QI 0 #3 4 12" X 12" CORNER BAR LI 0 6X6-4/4 1 8 ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) L2 4 BI 1 �C L. BRUCE KILBY, INC. 2007 MARK: CUSTOMER I JOB:KITTERMAN PLAZA DATE 6 - 2 9 - 0 7 FINISH SLATE P.M. PAINT/COLDR NONE REV.DATE JOB # QTY 1 IPANEL HEIGHT 18'-10.1/2'PAGE:39 OF 45 VERIFY ALL OPENING SIZES TOP OF RIBS N 01 I D, I 0t _I>I I I BI I Bl I� I I I 1 I+I IT Ll cy) CD 01 cD 'd,C . G. I I �D LD I I I i uLl I Ll I 1— OD � U-) I I I I I I I I I (s I I I I I i I I I C-D I I I I I III I--- I L-- M.F.F. L -- TOR TOW 225.7 sq 2.6 CU. IMBEDS PC: QTY: 0 1 0 2 0 1 0 2 ED 3 0 0 0 0 Ll 4 Lz 0 BI 2 1 (D 1 Q) I I Tl TOP OF RIB TOP OF WALL . ft. YDS REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 4 1 18' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 4 18' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 11'-9" PANELS FOOT #4 1 11'-9" HORIZONTAL BARS #3 4 12" X 12"1 CORNER BAR 6X6-4/4 2 8' X20' 3" WALL REINFORCEMENT MASH ( SHEETS) MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE K— P.M. PAINT/COLOR NONE REV.OATE JOB # _ QTY 1 IPANEL HEIGHT 18'-10.1/2'PAGE:40 OF 45 VERIFY ALL OPENING SIZES TOR TOW 112.5 sq 1.3 CU. IMBEDS PC: QTY: 1 0 1 O 0 1 0 2 O 0 0 0 Ll 2 L2 `Z al 1 TOP OF RIBS ;7--), 0 I E I I I I I @ i Ll I m L1 I 00 I I I I I I _ I I I I I I I I I II I I M.F.F. TOP OF RIB TOP OF WALL . ft YDS I @I A Fir'• ..� �-5 8. 1/2" 3 REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 2 18' -3" EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 2 18'-9" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 5'-6" PANELS FOOT #4 1 5'-6" HORIZONTAL BARS #3 4 12" X 12" CORNER BAR 6X6-4/4 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) FILE COPY zSHEET: 11 14 o f PROD: 07024 : A NEW SHOPPING CENTER FOR: PORTS . L C I E , FLORIDA R I CHARD BOYE TTE , FL PE 42485 RICK BOYETTE CONSULTING, INC. COA #9707 4031 COCONUT BLVD . , ROYAL PALM BEACH, FL 33411 (561) 790-5766 DATE: 7/03/ 77 DRAIN BY: LBK MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE 'CD_ 1 P.M, PAINT/COLOR NONE REV.DATE JOB # 1 QTY 1 IPANEL HEIGHT 20'-5" PAGE:41 OF 45 VERIFY ALL OPENING SIZES 3 O I 0 N ( TOR ): ( TOW ): 203.3 sq 2.3 CU. IMBEDS PC: QTY: Q 0 Q 2 Q 1 Q 1 Q 3 Q 0 0 L1 4 L2 0 B1 2 NOTE: 3 RIB HEIGHTS TOP OF RIBS I O e QI � I OE i IL1 � O i IL1 ' I � O _ I I = II � I I I I I = i II N CD 00 N N G I Iu I I I 03 I I ILl i I Ln 00 I 1 1 I I I Lo I I I I I 1 - = w I it it i - � M.F. I I I I TOP OF RIB TOP OF WALL . ft. YDS O IUI 1 ROLLED PATTERN A.P.O. 3" 9'-8.1/2" _ REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: #6 3 18 ' -6 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 3 19' -0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 9'-6" PANELS FOOT #4 1 9'-6" HORIZONTAL BARS #3 4 1 12" X 12"1 CORNER BAR 6X6-4/4 2 1 8 ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) MARK: O CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE L — 2 P.M. PAINT/COLOR NONE I REV.OATE JOB # QTY 1 1 IPANEL HEIGHT 20'-5" IPAGE:42 OF 45 VERIFY ALL OPENING SIZES NOTE: 4 RIB HEIGHTS TOP OF RIBS ' QI o� 1 o I I Ll I I. I Li I Bl � Bl N Q A II CD ~ 1 II O I- I m I I m I I rl I I I I FUI Ln I Lo u) I I co Lo I I I I I O I I I I I - I = m I O m I I I i I I M.F. I i OI QI i ROLLED PATTERN ( TOR ): TOP OF RIB A.P.O. ( TOW) : TOP OF WALL A 248.2 sq. ft._- 2.9 CU. YDS IMBEDSFr-�Qll"t— PC: QTY: 12'-3.3/4" _I QA 1 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 4 18 ' -9 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 #6 4 19 ' -3 " INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #6 2 11'-3" 8 O.H. DOOR SUPPORTS W/O EXTENTION Q 1 #4 2 12'-0" PANELS FOOT Q 0 #4 1 11'-9" HORIZONTAL BARS Ll 4 #3 4 12" X 12" CORNER BAR L2 0 6X6-4/4 2 8 ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) 8 2 CO L. BRUCE KILBY, INC. 2007 NARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 2 9 — 0 7 FINISH SLATE P.N. PAINT/COLOR NONE REV.DATE JOB # L — 3 O QTY 1 PANEL HEIGHT 9'-0" PAGE:43 OF 45 VERIFY ALL OPENING SIZES 3"x 3"x 1/4" STEEL ANGLE NOTE: 4 RIB HEIGHTS 20'-0" 4' 14 4" TOP OF RIBS - 3 CD- CD N ----- 7- I L I ILi 61 I Ix -_-_-- I Ll Bl I I i ----J tD N o I OI I O I i i Ll CD Ll I I O I O N O N N N OO n I O 00 I I O r r I _ M.F.F. ( TOR ): TOP OF RIB ( TOW) : TOP OF WALL 107.6 sq. ft. 1.3 CU. YDS IMBEDS PC: QTY: Q i REINFORCEMENT BARS (ALL GRADE 60) 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 8 7'- 6" EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 #4 2 11'-9" PANELS FOOT Q 0 #4 1 11'-9" HORIZONTAL BARS Q 2 #3 4 12" X 12" CORNER BAR 0 0 6X6-4/4 1 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) Ll 4 L2 0 8 2 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6 — 29 — 0 7 FINISH SLATE L _ Q P.M. PAINT/COLOR NONE REV.OATE JOB # I QTY 1 IPANEL HEIGHT 20'-5" PAGE:44 OF 45 VERIFY ALL OPENING SIZES NOTE: 4 RIB HEIGHTS TOP OF RIBS -� I I 1 1 ' CD I CD I I Ll CD I I Li I - m I B1I I N N I \ giI I uAu I I ^ I I c_o I I I I r I I coI c[ I --I I I 11 I I I I I I I i ' CDCDQ OD I N 4.1/4' I I I II .GI.I I GD = I I Ln I I ILl I I ILl I I L� m CD Ln I I I I I I I' I B = _ n Lo I I I if I I I I I I - = O 00 - m M.F. . I I I ul ROLLED ( TOR ): TOP OF RIB PATTERN A.P.O. ( TOW ): TOP OF WALL "A" 248.2 sq. ft.�- 2.9 CU. YDS FE „B„ IMBEDS �-- PC: QTY: E 12'-3.3/4'' Q 1 REINFORCEMENT BARS (ALL GRADE 60) Q 2 SIZE: QTY: LENGTH: DESCRIPTION: Q 1 #6 4 19 ' -3 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION Q 2 1 #6 4 19' -9" INTERIOR COLUMN SUPPORTS W/ EXTENTION Q 2 #6 2 11 '-3 " E 0. H. DOOR SUPPORTS W/O EXTENTION Q 1 #4 2 12'-0" PANELS FOOT Q 0 #4 1 11'-9" HORIZONTAL BARS Ll 4 #3 4 12" X 12" CORNER BAR L2 0 6X6-4/4 2 8' X20' 3" WALL REINFORCEMENT MASH (SHEETS) B1 2 FILE SHEET: PROD: 07024 EVISED: BY: - A NEW SHOPPING CENTER FOR: R I CHARD BOYETTE , FL PE # 42485 12 DATE: 7/03/07 RICK BOYETTE CONSULTING, INC. COA #9707 of �4 DRAIN BY: LBK PORT ST. LUCIE, FLORIDA 4031 COCONUT BLVD., ROYAL PALM BEACH, FL 33411 (561) 790-5766 MARK: CUSTOMER JOB:KITTERMAN PLAZA DATE 6—`29-07 FINISH SLATE L — 5 P.M. PAIMT/COLOR NONE REV.OATE JOB # QTY 1 PANEL HEIGHT 20'-5" PAGE:45 OF 45 VERIFY ALL OPENING SIZES I CV TOR TOW 203.3 sq 2.3 CU. IMBEDS PC: QTY: @" 1 0 2 0 1 Q 3 Q 0 00 Ll 4 L2 0 Bi '2 (NOTE: 3 RIB HEIGHTS TOP OF RIBS--� BI I O cc I I I Iu ~ ex I I Iu I c) I I N Bi I I CD I o II II I H- N \ O I 6) I C, I I cc) —I co I I •� I I L1 I L1 I w Un I CD I I I I I I I to I I I I I I 00 c�a I I I M.F. I I I I TOP OF RIB TOP OF WALL ft. YDS ROLLED v PATTERN E A.P.O. 9'-8.1/2" 3" REINFORCEMENT BARS (ALL GRADE 60) SIZE: QTY: LENGTH: DESCRIPTION: # 6 3 1 9 ' - 6 " EXTERIOR COLUMN SUPPORTS W/O EXTENTION #6 3 20' -0" INTERIOR COLUMN SUPPORTS W/ EXTENTION #4 2 9'-6" PANELS FOOT #4 1 9'-6" HORIZONTAL BARS #3 4 12" X 12" CORNER BAR 6X6-4/4 2 B ' X20 ' 3" WALL REINFORCEMENT MASH (SHEETS) FILE Copy CU L. BRUCE KILBY, INC. 2007 PROD: 07024 : A NEW SHOPPING CENTER FOR: HARD BOYETTE, FL PE 42485 YSBEET: DATE: 7/03/0 DRAIN BY: LDK TORT ST . LUC I E LOR IDA EICK' BQYETTE CONSULTING, INC. COA #9707 OCONUT BLVD., . , ROYAL PALM BEACH, FL 33411 ( 561) 790-5766 1.3/4° #3 ROD WELDED TO 1' PLATE AS SHOWN N O N v Il S m 2.3/4" LONG 3.1/2" X 3.1/2" X 3/8" STEEL ANGLE CUT AS SHOWN. N N L2J3/4 � VIEW 2.3/4" 3.1/2" 2,3/4" L 3.1/2" X 3.1/2" X 3/8" STEEL ANGLE CUT AS SHOWN. N nl'7#3 ROD WELDED TO PLATE AS SHOWN. 1/2" X 16" STEEL ROD WELDED TO STEEL ANGLE #3 ROD WELDED TO.,/ PLATE AS SHOWN. FRONT VIEW WE LD P 1/2" (2) 1/2" STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE 6" X 2.1/2" X 3/8" STEEL PLATE. TOP VIE WTV 8.1/2" 6" X 2.1/2" X 3/8" N STEEL PLATE. 3/4" N :o 2 1 2" (2) 1/2" STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE C\ PLATE. nD (2) 1/2" STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE 6" X 6" X 3/8" 6 STEEL PLATE. P V I ERY 1.1/2". .3".1.1/2" 6" X 6" X 3/8" �"- STEEL PLATE. cD c� (2) 1/2" STEEI BENT AS SHOWN WELDED TO STEEL PLATE FI )".N T VIE WE LD R 1 /9" 1/2" STEEL ROD BENT AS SHOWN WELDED TO STEEL PLATE STEEL3PLATE.3/8" TP VIE T J F rwl 211 2 3.1/2" 6" X 3.1/2" 3/8 STEEL PLATE. STEEL ROD T AS SHOWN DED TO STEEL PLA ( 2) 1/2" STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE TEEL PLATE. VIE r "2"2" _6" X 6" X 3/8" STEEL PLATE. - N \ \ 11 X 6" X 3/8" 6" � ( 2) 1/2" STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE P L A T E__rEA 1/2 (2) 1/2" STEEL RODS BENT AS SHOWN i WELDED TO STEEL PLATE I N _ 6" X 2.1/2" X 3/8' 2.1 2' STEEL PLATE. TOP VIE 2.1/2" cv 1.1/2' 3/4" 6" X 2.1/2" " X 3/8 STEEL PLATE. co Nco c� 2I 1/12 (2) 1/2" STEEL RODS h®i BENT AS SHOWN WELDED TO STEEL PLATE N \ N #3 ROD WELDED TO PLATE AS SHOWN. 2.3/4" LONG 3.1/2" X 3.1/2" X 3/8" STEEL ANGEL CUT AS SHOWN. 2.3/ #3 ROD WELDED TO PLATE AS SHOWN. 3.1/2" 2.3/4" 2.3/4" L 3.1/2" X 3/8 -STEEL ANGELEL CUT A AS SHOWN. N ry) 1/2" X 16" STEEL ROD WELDED TO STEEL ANGEL 3.1/2" 4.1/2" X 3/8" N STEEL PLATE, \ � N L3J/2" � TOP VIE 2" 3.1/2" 4.1/2" X 3/8 STEEL PLATE. `8" X 16'' STEEL ROD =LDED TO STEEL PLATE SEE PANEL DETAILS FOR LOCATIONS WELD PLATE N I #3 ROD WELDED TC PLATE AS SHOWN. FILE COPY EMBED DETAIL .011 -1 1/2 z- 0 0 CQ O cD co W O CQ ®,- O� ,a U w ..w wZ� E-+E4ate, ra w�> o- U 0 0 a ca.. <C -�C � w W E� P-4 rr o o a H I� A to Z w, 0 *BUILDER'S WAR P N.: DESIGN CRITERIA COUNTY: ST. LUCIE CODE: FBC—ASCE 7 LOADING: TILE MWF SPEED: 140 M.P.H. SCALE: 3/16" = 1'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 15'-0" IMPORTANCE FACTOR = 1 BUILDING TYPE: = OPEN TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS ROOF TC LIVE: 20psf TC DEAD: 15psf BC LIVE: OOpsf BC DEAD: 10psf DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON —CONCURRENT BC LL 10psf FBC TABLE 1607.1.27 FRC TABLE R301.4 NOTE B) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 NOTE B G H) NON —CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1,31 DEFINITIONS MWF = MAIN WIND FORCE TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS THISIS A P • CEMENT PLAN FOR ENGINEERED THIS IS AS DEFINED BY WTCA 1-1995. COMHAVE NOT BEEN ANALYZED BY EAST COAST F.VMULR. * FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS *BRSEE 1) FOR ERECTION BRACING FOLLOW INSTRUCTIONS ACING* STR ON THE BCSI—B1 SUMMARY SHEETS. TRU 2.) PERMANENT BRACING FOR THE STRUCTURE OUF IS THE RESPONSIBILITY OF OTHERS. ALTI 3.) INSTALL WEB BRACING AS STATED ON SEALED IN A ENGINEERED TRUSS DRAWINGS. ROOF HANGER SCHEDULE ALL FIANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1 /2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI—B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. In IAL ENGINEERING SHEETS FOR THE BACKCHARGES WILL NOT BE ACCEPTED URAL DATA, NUMBER OF GIRDER AND UNLESS OUR DESIGN DEPARTMENT APPROVES PLIES AND THE CONNECTION INFORMATION. THEM IN ADVANCE. .SIGN DEPARTMENT MUST APPROVE * ALL HANGERS ARE SIMPSON STRONG —TIE 110NS AND/OR REPAIRS TO TRUSSES UNLESS OTHERWISE NOTED. INSTALL HANGERS ONCE. ACCORDING TO THE CURRENT SIMPSON STRONG —TIE CATALOG. ALL BEAMS BY BUILDER 0" PLATE HT. 19'-6" PLATE HT. TRUSS HEEL 6 to T % 2X. 24 BY BLOR 13/16" 2'-4" 06 --iol SQUARE CUT CANTILEVER 12 61 1'-6" Beam By Builder 3" OVERHANG 0) c0 HANGER TO LEDGER By Builder 3" STUB 0„ III I� AlGE J z U O � � w Lu C M cQl QS r`op6w.N o W .. y H > d 000 ppWa, p 3 By approving this placement. plan(s), signatured anywhert on this sheet, the customer or his representative acknowled is that this placement plan complies with the structural intent of e project. The customer also acknowledges that this approval authgFizes East Coast Lumber & Supply to manufacture these trusseq End deliver them to the projject indicated on this drawing. The customer acknowledges that he/she accepts financigi responsible for any repair engineering and labor required due to errors other than those of East Coast Lumber signed date 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2460 FAX: (772)466-5336 CUSTOMER: DEEP DEVELOPMENT JOB NAME: KITTERMAN PLAZA JOB#: #19722 — NORTH SIDE #19723 — SOUTH SIDE DATE: 10-24-07 REV In accordance with the Florida Administrative Code 61G15S-31.003 (3) (c), East Coast Lumber is the "Truss Design Engineer". Trusses are designed in accordance with the Florida Building Code 2004& 2006 supple ent. REVISIONS DATE CHANGES INITIAL 09-28-07 CHANGED STEEL BEAM TO WOOD BEAM BY BLDR. YK STUB MONO TRUSSES 1.5" FROM WALL 10-24-07 REMOVED MONO GIRDERS AND ADDED FULL SPAN RBH A4G TO CARRY SHORT MONO 'C' SERIES ADDED (4) 2—PLY 11 7/8" LVL BEAMS PER ENG. REVISED LEDGERS TO 2—PLY PER ENG. REVISED BUILDING TYPE TO OPEN PER ENG. REVISED CEILING DL TO 1 Opsf PER ENG. 295'—a" (3/16" if plotted 2436) DESIIGNED BY CONCH ETHERESPONSIBILITNOFTHEENNSIE - CONIRACTOR OF RECORD RICHARD BOYETTE FL PE # 42485 4031 COCONUT BLVD ROYAL PALM BCH FL 33411 561-78Q-576f3 YK UNIT 6 WN Q O T �I J z LL so Cn W J z W W 0) O 4 O U ROOF TRUSS PLACEMENT Ifmi k WN 0 .. Q o C T PW CV V 1114— Q 0 CL N _Z LL ft ^^UJ o CL L rLa •II W Cl) W J Z 0) F_ 0 Cl) 0 Z 0 0 0 0 J a 0 c 1..1� a DESIGN CRITERIA COUNTY: ST. LUCIE CODE: FBC-ASCE 7 LOADING: TILE MWF SPEED: 140 M.P.H. SCALE: 3/16" = 1'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 15'-0" IMPORTANCE FACTOR = 1 BUILDING TYPE: = OPEN TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS ROOF TC LIVE: 20psf TC DEAD: 15psf BC LIVE: OOpsf BC DEAD: 1Opsf DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC 8c FRC NON -CONCURRENT BC LL 10psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE d 20psf FBC TABLE 1607.1.2(7 NON-rCONCURRENT BCOMOVINGG�HLL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS *BUILDER'S WARNING* THIS IS A PLACEMENT PLAN FOR ENGINEERED * BRACING * SEE FINAL ENGINEERING SHEETS FOR THE COMPONENTS AS DEFINED BY WTCA 1-1995. 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND DIAPHRAGMS HAVE NOT BEEN ANALYZED BY ON THE BCSI—B1 SUMMARY SHEETS. TRUSS PLIES AND THE CONNECTION INFORMATION. EAST COAST LUMBER. 2.) PERMANENT BRACING FOR THE STRUCTURE * OUR DESIGN DEPARTMENT MUST APPROVE * FOR ERECTION AND INSTALLATION OF TRUSSES IS THE RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY 3.) INSTALL WEB BRACING AS STATED ON SEALED IN ADVANCE. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERED TRUSS DRAWINGS. ROOF HANGER SCHEDULE ALL HANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI—B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER 11 '-0" PLATE HT. TRUSS HEEL 6" 2�a T 2XI 2x6 J BY BI_DR 13/16" 2'-4" Oil SQUARE CUT CANTILEVER 24" 1' —6„ Beam By Builder * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. * ALL HANGERS ARE SIMPSON STRONG —TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG —TIE CATALOG. 3" OVERHANG HANGER TO LEDGER By Builder — 0 3" STUB T Z w F_ rey d 600 CO W JC�H W00 D cc C WCNp U j O u_ NOTE: By approving this placement plan(s), siggnatured anywhere on this sheet, the customer or his representative acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes East Coast Lumber & Supply to manufacture these trusses and deliver them to the project indicated on this drawing. The customer acknowledges that he/she accepts financial responsible for any repair engineering and labor required due to errors other than thcse of East Coast Lumber signed date 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 CUSTOMER: DEEP DEVELOPMENT JOB NAME: KITTERMAN PLAZA JOB#: #19722 — NORTH SIDE #19723 — SOUTH SIDE DATE: 09-13-07 REV In accordance with the Florida Administrative Code 61G15S-31.003 (3) (c), East Coast Lumber is the "Truss Design Engineer". Trusses are designed in accordance with the Florida Buildinq Code 2004& 2006 supple ent. REVISIONS DATE CHANGES INITIAL 09-28-07 CHANGED STEEL BEAM TO WOOD BEAM BY BLDR. YK STUB MONO TRUSSES 1.5" FROM WALL 10-24-07 REMOVED MONO GIRDERS AND ADDED FULL SPAN RBH A4G TO CARRY SHORT MONO 'C' SERIES ADDED (4) 2-PLY 11 7/8" LVL BEAMS PER ENG. REVISED LEDGERS TO 2-PLY PER ENG. REVISED BUILDING TYPE TO OPEN PER ENG. REVISED CEILING DL TO 10psf PER ENG. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF CONTRACTOR OF RECORD HE I _ W W W W >^ in I THESE PLANS AND ALL I ROPOSED WOR 11 V cil I ARE SUBJECT TO ANY CORRECTIONS " REQUIRED BY FIELD IN IPECTORS THAT CJ3 MAYBENECESSAR IN ORDER TO COMPLY WITH ALL APP .ICABLE CODES. 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