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HomeMy WebLinkAbout96110399-SITE DEVELOPMENT PLANGENERAL NOTES: ENGINEERING STATEMENTS: SITE DATA: ,., .,..... -- ;Z;' fiP 12. OFP-STR88T PARKING! �-I'--- -• � ® - " .0 1 THE PROJECT1 IS L POTABLE WATER SOP LOCATED IN FLOOD ZONE "A" AS SHOWN ON THE FEDERAL PLY AND DISTRIBUTION• POTABLE WATE TO SERVE THE PROJECT 1 . eROsecT NAME: CIRCLE x ciT•RGs oee'Ir6 6 sBOP COMPLEX EMERGENCY MANAGEMENT AGENCY F. I.R. M. MAP PANEL 12111C-0165F FOR ST. LUCIE SHALL BE PROVIDED BY THOUGH A PROPOSED LIMITED USE CO ERCIAL WATER SYSTEM REQUIRED: OFFICE BUILDING - 1 SPACE PER 200 SQ. FT. � COUNTY, FLORIDA EFFECTIVE AUGUST 19, 1991, AND IS IN A AREA DESIGNATED AS A MEETING THE REQUIREMENTS OF CHAPTER 10D-4, F.A.C. AND APPROVED BY THE ST, owNER/nEvet.Oee.R: MR. GsoRGs pAwTvBo,RESIDENT (3339 SQ.FT. / 200 SQ.FT./SPACE) - 16.7 SPACES => 17 SPACES �1--r�" ,"� r -t;7 ------•--�•---.� - Nil �'-. --' ./ -JI• � j „.. ,,. s �Od CIRCLE H CITRUS, INC..'-"'� '-1--' ' L`25 - - - .... fil5� SPECIAL FLOOD HAZARD. NO BASE FLOOD ELEVATION FiAS BEEN DETERMINED FOR THIS LUCIE COUNTY PUBLIC HEALTH UNIT. THE SYSTEM SHALL C SISTING OF A 4-INCH 11800 SH INN ROAD SHOP c MAINTENANCE BUILDING - I SPACE PER 500 SO. FT. �C35 T.. .I-T--- --�_ Cher _ Cana( - SITE. BASED UPON A LINEAR PROJECTION OF THE BASE FLOOD PROFILE FOR 10-MILE WELL, PUMP, PRESSURE TANK AND DISTRIBUTION PIPING LOCH D ON THE PROPERTY. P,O. Box 14049 (4884 SQ.FT. / 500 SQ.FT./SPACE) . 9.7 SPACES 10 SPACES CREEK, THE 100-YEAR BASE FLOOD ELEVATION FOR THE LAND IN THE VICINITY OF THE - ----i F •^ FT. PIERCE, FLORIDA 34979 PRO - JECT HAS BEEN DETERMINED TO BE 22.0 FEET, MIL. 2. SEWAOE COLLECTION AND DISPOSAL; WASTEWATER COL ON AND DISPOSAL FOR I5611 461-ee6e TOTAL NUMBER OP REQvixaD PARKING sPAcas n SPACES _ `------- r-- -�-L- I I•I-, I I i i - - �-.. -,� � JI. _,, � /f��X '.f THIS PROJECT SHALL BE PROVIDED THROUGH A PROPOSED ON- ITE SEPTIC TANK AND --- 2. OPERATION AND MAINTENANCE OF THE PROPOSED SITE IMPROVEMENTS SHALL BE THE DRAINFI ELD SYSTEM MEETING THE REQUIREMENTS C}U\PIER OD-6 F.A.C. AND AS 1- ENGINEER: THGMAS MCGCOMP P.E xANnICAPPHn ACCESSIBLE PARKING SPACES: THE FLORIDA DEPARTMENT of COMMUNITY AFFAIRSy�- , RESPONSIBILITY OF THE PROPERTY OWNER, CIRCLE H CITRUS. APPROVED BY THE 5T. LUCIE COUNTY PUBLIC HEALTH UNIT THE SYSTEM SHALL MccowAN s COMPANY ENGINEERING, INC. ^ACCESsisn.TTY REWIRH46N'CS MANUAL^ JANUARY, 1990, AND THE AMERTCANs wlTx n2SABTLITies _ -��-- -� P.O. BOX 2612; 20055 N.W. 176TH AVE. ACT (ADA) "ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES', JULY, 1991, • e "" --'-- " _ - ' - ) ,r "%'� •ape%• O CONSIST OF TWO 2) SEPTIC TANKS, ONE DRAIN FIELD AND E GREY WATER DOSING (941) OBBE, FIARIDA 3a973-z612 FACILITIES. THE MINIMUM HANDICAPPED ACCESSIBLE SPACES To BE exoVlnen FOR PUBLIC I THE PROJECT BENCHMARK FOR THIS PROJECT IS BASED UPON THE NORTH ST. LUCIE TANK AND PUMP PUMPING FROM THE SHOP TO THE DRAIN FIE 19a1) 763-5377 eACTLiTIsS. _LL--I ;.y II- „•L SOM •+P _ / 7D08 RIVER FLOOD CONTROL DISTRICT BENCHMARK 22-D, ELEVATION 25.28 FEET. REGULAR spncEs REQUIRED HANDICAPPED SPACES REQUIRED - •IR•PR r' 4. SURVEYOR ,JAMBS A. KIRBY III - L { 3 SURFACE WATER MANAOEI�iT• EXCESS STORMWATRR GENERAT D AS A RESULT OF THE y 24 1 - - �J. 1 7 I - `yl 11 ^"'1 -�J11 1 % PIERCE ,TAMES A. KIRBY, TIS REGISTERED LAND SVfiVEYOR •.J qt o _ __ I n SITE DEVELOPMENT SITE IN THE FORM OF OVERLAND SHEETFLOW WILI. BE COLLECTED IN 25 TO 49 2 -' �•. L-„� �,�, M ' I ' I �{ ,�q �I • ,M� „l. r'!. 7➢l0 .. ,••ae 4. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED MERIDIAN AND ARE RELATIVE 2860 SOUTH xixOs HIGHWAY I / ONLY. THE BEAR INC BASE FOR THIS PROJECT IS NOO.21'26"W FOR THE INTERIDR 1/4 A SERIES OF CONVEYANCE SOURCES WHICH SHALL PROM 1/2-INCH OF DRY P.O. BOX IB26 _ SECTION LINE OF SECTION 30, AS TAKEN FROM THE BOUNDARY AND TOPOGRAPHIC SURVEY PRETREATMENT PRIOR TO RUNOFF BEING DISCHARGED INTO A P POSED WET DETENTION FT. PIERCE, FLORIDA 34950-1826 HANDICAPP® sPACEB REQUIRED - 2 - , _-- ••x'� _j..: 3 I j- � � " iL ' / fi15• iU .5 eo ��� - .fL IT �4-JI PREPARED FOR THIS PROJECT BY JAMES A. KIRBY, III, DRAWING No. 96-0044T(L) AND AREA. THE WET DETENTION AREA WILL PROVIDE THE REMAItDER OF THE REQUIRED PARKING SPACES PROVIDES: ,�i _'I -' (- DATED DULY 12, 1996. WATER QUALITY TREATMENT VOLUME AND A STORAGE VOLUME SU FI CI ENT TO PROVIDE 5. PROJECT LOCATION: 3742 sxixer ROAD ("PROXIMATE) --- •_' TAT t - • • ; •' �..� �•'. • { SECTION 30 (T75B/R396) 'I -I- '- ATTENUATION FOR THE 10 YEAR - 3 DAY DESIGN ,S'TORM EVENT. DISCHARGE FROM THE PARCEL ID• 2330-410-0000-00/9 REGULAR SPACES . 25 JrL ,1 PROTECT LOCApOM j �1 'I I =�y��i�r0 5. WRITTEN DIMENSIONS ARE PROVIDED FOR CLARITY. WHERE WRITTEN AND SCALED PROJECT SITE HAS HISTORICALLY BEEN, AND SHALL CONTINUE TO BE, BY PERMIT TO HANDICAPPED Access2BLs SPACES - "-"!'--�-- ^ - ' T41••wr ,-� {11 •- fin DIMENSIONS CONFLICT, WRITTEN DIMENSIONS SHALL GOVERN. THE. NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL No,. 58, WHICH IS NORTH 6 LAND USE AND ZONING: r r- ! ?PY L _•^ ' TOTAL NUMBER OP SPACES PROVE➢m 21 1 iI I •�- rL I OF, AND ADJACENT, TO THE PROJECT BOUNDARY. it'frt- ,• i;'-1?.' n a n „.d r t, ir. a •G 6. ALL PROPOSED SITE IMPROVEMENTS SHOWN HERON ARE PARALLEL OR PERPENDICULAR A. EXISTING ZONING - AGRICULTURE 5, AG-5 ;i'" - -• fil3 �_- I tr ,., r4 a [• '• / TO THE NORTH PROPERTY LINE UNLESS OTHERWISE SHOWN. 4 P71V6�IIR _ QdT 9TRIICTBCURRENT USE AGRICULTURE PROPOSED ASPHALT PAVEMENT FOR VEHICULAR ACCESS AND -- + PARKING AREAS WITHIN THE PROJECT LIMITS SHALL CONSIST OF A 12-INCH STABILIZED B- PROPOSED ZONING AGRICULTURE - 5, AG-5 7. DIMENSIONS AND ELEVATIONS SHOWN ON THE PLANS ARE TO THE BASE OF THE SUBGRADE, 6-INCHES OF BASE ROCK AND A 1-INCH TYPE 4-3 ASPHALTIC CEMENT PROPOSED USE - COMMERCIAL OFFICE s EQUIPMENT YA+'y - --'--'"--• fi0E -[-- •^^vi,. (10f �,_ 2 BUILDING, EDGE OF PAVEMENT, SIDEWALK, OR EDGE OP CURB, SURFACE COURSE. PAVEMENT AREAS WITHIN THE ST. LUCIE CO RIGHT-OF-WAY FOR FUTURE LAND USE DESIGNATION - AGRICULTURE - 5, eG-S .{ ' ''=F =' y-_y-.$;T i, -^, r E p•: T r� ^„ 1.J'._ INCHES ROAD (C. R. 609A) SHALL CONSIST OF A 12-INCH ST ILIZED SUBGRADE, 8- T ' I=•'�-'_"10 '' {TIE INCHES OF BASE ROCK AND A 2-INCH TYPE S-3 ASPHALTIC CEMENT SURFACE COURSE. ' LAND USE eRSAxI1OwN: ` THE SHELL ROCK ACCESS AND PARKING AREAS SHOWN ON THE PW S SHALL CONSIST OF A. EXISTING: y�. F.I(ACRES) ++ `�- - • ' y 8 TO iD-INCHES OF COMPACTED BASE ROCK OVER COMPAC D CLEAN SAND FILL tMPssvio[Js AREA o 0 MATERIALS, TOTAL PERVIOUS 435,599 9.999 j TOTAL 433,599 `3 FINISHED FLOOR ELHVATIONS• THE FINISHED FLOOR ELEVA ION FOR THIS PROJECT a PROPOSED:( '� T 1�_ - '-`"� 7711 - - SHALL BE ESTABLISHED BASED UPON THE HIGHEST ELEVATION F THE FOLLOWING: 1) BUILDINGS 7,410 0,170 1.70 „ I 1 I �-•--✓,CG/ I-JJ �, M9 - - - - \-----' --� FEMA 100 YEAR BASE FLOOD ELEVATION, 2) 100 YEAR O--DISC GE FLOOD ROUTING OF PAVED PARKING c TRAVEL AREAS 10, 625 0.249 F l r �--+ .. - - - �• i 2.49 T'-1 a n (---. r • r LL..,, *j - i' /J �� 1 0• :. THE DEVELOPED PROJECT, AND .3) MINIMUM FLOOR ELEVATION DETERMINED BY THE SHELL pARxINc s TRAvBI AREAS 58,450 1,342 17.42 ST. LUCIE COUNTY PUBLIC HEALTH UNIT FOR THE PROPOSED SEPTIC TANK SYSTEM. SIDEWALKS / MISC. CONCRETE 9.505 0.z18 ?,.@ • \\ \ / SUBTOTAL IMPERVIOUS AREA 86,190 1.979 19.79 A T 1�\ M A P T COUNTY �Y/ IT IS PROPOSED THAT THE MINIMUM FINISHED FLOOR ELEVAT N FOR THIS PROJECT NET DETENTION AREA 80,150 1-840 10.40 L O C \ I I O V /\ I S I L V C I E C O V N \I APPROXIMATELY MATCH THE CENTERLINE ELEVATION OF SHI ROAD FRONTING THE POLE BARNS 10,000 0.230 2.30 / R 3 9 E ) \ R i PROJECT. THIS SECTION OF THE ROADWAY IS ELEVATED APPRO,Ip•XIMATELY 3 1/2-FEET REMAINING OPEN SPACES 259,237 ,y,950 59.51 SECT I ON 30 (T 3 5 S 1/4 SECTION LINE ABOVE NATURAL GROUND IN THE VICINITY OF THE PROJECT, MAf ING THE REQUIREMENT SUBTOTAL PERVIOUS AREA 312,409 B�oSCALE 1/2- INCH - I -MILE 2 tP OF PLACING THE FINISHED FLOOR ELEVATION 18-INCHES ABO PROJECT A THE CROWN OF ROAD TOTAL REp A TT97 �� �� • UNNECESSARY UNDER THESE CIRCUMSTANCES. IMPERVIOUS SURFACE COVERAGE RATIO (ISR) - - TOTAL IMPERVIOUS AREA EXCLUDING LAKES - 1. 979 Acres \ E ING -ARM o �. O �O Y \ ` -- xls7 F ROAD ISR - IMPHRVTOUS AREA / TOTAL LOT ARHA EXCLUDING, LARHS . 1. 979/7. �99 ' 0 247 10 FUTURE SELLING OR LEASING OF PROPERTY: ALL IMPROVEMENTS SHOWN HEREON ARE FOR THE SOLE �- USE OF CIRCLE H CITRUS. NO PART OF THE PROPERTY IS INTENDED TO BE Sol•D, LEASES OR • EXISTING BRIDGE OTHERWISE DESIGNATED FOR USE BY ANY OTHER PARTY OR BUSINESS. ll DEVELOPMENT SCHEDULE: SITE DEVELOPMENT SHALL COMMENCE UPON APPROVAL F'P'OM ST. LUCIE \ / COUNTY, ESTIMATED AS NOVEMBER 1, 1996, AND SxALL BE COMPLETED IN APPPr.,XIMATELY (6) r \ N.S.L.R.W.C.D. CANAL No. 58 L MONTHS, OR BY THE BEGINNING OF MAY, 1997. � --- (122.0' RIGHT-OF-WAY) �- DRY SEASON W.C.E.-18.30 -----------------------------------'------------------------------------------------------------------------- --- ----------- �\ \ \ WET SEASON W.C.E.-16.80 /^ •. �.• •- . . A,. . . . . . A, STORMWATER \ ` DETENTION .O� ��,� vC6 \ i" R-50 (TYP) -� INTERIOR 1/4 SECTION LINE �\` \ '\ \�j•\ ` ` •� �00 0 ) 70NED - AG5 RJTURF LAND USE AG5 D� ♦ \ C/L EXIST DRIVE O v U\ c-3 D EXISTING FIRE STAT ZONED - INSTITUTIO FURZE LAD USE - PU LK SCALE !-INCH - 50 FEET L. E 65END SECTION CORNER / ►•� 114 CORNER R/W L I NE CENTERLINE ROADWAY -- - -- - --- DRAINAGE CANAL PROPERTY LINE SECTION OR 114 SECTION LINE PROPOSED BUILDINGS PROPOSED ------� SIDEWALKSCRETE ORCPADS ` PROPOSED COMPACTED SHELL L.� PARKING 6 TRAVEL AREA Fiw,p!>s: PROPOSED ASPHALT PAVING ST SEPTIC TANK DRA I NAGE FLOW 1\ EXISTING ELEVATION ITF- DIRECTION OF SLOPE C/L FXIST DRIVE a3 T9y'1L4jI1 j%SIDEW yTI R ENDS [ �-- TOP OF BANK 0 ZONED - A65 o FUTURE LAND USE AG5 361.56'43-E 1207.79' .....0 ... ........ . Ao... ..� PROP. WALL MOLNTED Skid _ v DRY SOURCE R-100' m - N --PROPOSED 4-INCH POTABLE WATER WELL .PUMP O^, W/ ti`•Ip-FT LONG. SLAB R.qp• w $ • SLAB,) i - PROP: STABLIIED - - -• CRASS PAMTIG . . • o . POLE BARN C; (FUTURE) TIS 00' Q COMMPACTED, SMELL, -/A, / PARKING S TRAVEL AREATER N ` I WATER CONTROL STRUCTURE - 24-IN CMP CULVERT WITH, - RISER AND BLEEDER > _ ' • - - - _ Al . . . . . . . . . . Al . . . . . Al . . . . . . . . . . . . . . . .♦ .i •.��..�.. �........�.. PERIMETER BERM ` (WHERE REQUIRED) -- ♦ \ a ` TOP OF BANK- EXISTING GROVE ♦ �9r \ �,-- EDGE OF WATER \ a \ .. ♦♦\�• 183.83' \ • 51,•'•$ IDRAINAGE DITCH I TO POND \ \ o ` PROPOSED 6-FT R-48' \ � CHAIN LINK FENCE 3 GAL. DOSING TANK p g5.0 \ ONITORING CHAMBER - DIESEL PROPOSED 6-FT CHAIN LINK FENCE \ ♦♦� \ ZONED - AG5 \ ♦ �, \ • v FUTURE LAND USE AG5 WET DETENTION POND \ ♦ �i-^ - \ 1 .14 Ac. T.0.8. (1.50 Ao. • WATER SURFACE) CNTL. ELV. - 18.50 ' \ ♦♦ U`• ♦ \\ cs •Or, ` . ♦ 1 \ a \ o v DRY SWALE N PERIMETER BERM 6 6-FT - CHAIN LINK FENCE I - C/L PERIMETER BERM MAX. TOP ELV - 21 .75 . . Al . . . ` ♦ �\` o w / . . . . Al . . . Al . . Al .333 5. Al . . . ow ow . . . . 7- < R-so' J i .� / / -- --... o o -- - N61 56'g3'W 983.83'--- R-60' fl-YPI ./ / //_' GROVE CANAL (PROPOSED) -- T- _-. ' ' - - - - _ - - -- _ • r ,''.) O /� / / • • w '�%. ------ -- , I - - GROVE RbAD -(PROPOSED )_ J ZONED - AG5 q FUTURE LAND USE - AG5 ' 230 Vo a ` S OCT 96 ZZ CHANGES PER ST. LUCIE COUNTY PLANNING DEPARTMENT DATE BY DESCRIPTION All- DRAWING NAME: SITEPLAN.GCD DESIGN: TFM CADD: ZZ - - - DRAFT: ZZ CHECK,: TFM - APPROVED: DATE: _ OCT 2 8 1996 FLA, REG. # _ 44742 -SEAL -�Y _ EXISTING GROVE (TYP) - -- MCG_ UNAN & COMPANY EN )INEERING, INC. CONSULTING CIVIL_ ENGINEERS 200.55 NW 176TH AVE - PO BOX 2612 OKEECHOBEE. FL 3'197 3 (941) 763-5377 ZONED - .AG5 FUTURE LAND USE - AG5 CIRCLE H CITRUS OFFICE / SHOP COMPLEX ST. LUCIE COUNTY, FLORIDA 24-IN (MR CULVERT (PROPOSED) PROJECT N0. SCALE 96-036 1" = 50' ISSUE GATE SHEET 16 SEP 96 1 OF 2 t DESIGN: TFM APPROVED: -�-- -- - --- -- CADD: Z7L2�5�OCT0CT 2 8 1996 6 ZZ CHANGES PER ST. LUCIE COUNTY PLANNING DEPARTWNTDRAFT: ZZ______. DA1F: _ __ ___ DESCRIPTION ___ ___ ___ CHECK: TFM FLA. REG. # 44742 DRAWING NAME: LS-PLAN.GCD FAL McGOWAN & COMPANY ENGINEERING. INC. CONSULTING CIVIL ENGINEERS 20055 NW 176TH AVE - PO BOX 2612 OKEECHOBEE, FL 34973 (941) 763-5377 CIRCLE H CITRUS OFFICE / SHOP COMPLEX ST. LUCIE COUNTY, FLORIDA LANDSCAPING PLAN PROJECT N0. SC�AL.'.= 96-036 1" = 50' ISSUE DATE Sl iEL 16 SEP 96 2_ OF 2 12 4F PITCH BACK SIDE SIDE 12 8 FPITCH ,StFt,` �•�s 12 8 FPITCH METAL ROOF PANED 1X3 PT, FURRING 30# FELT 1/2' PLYWOOD CLIPPED EAVE DRIP ALM, FASCIA 1X6 CEDAR ALM, SOFFIT i0111mo #5 REBAR W/ 25' L #5 REBAR W/ 25' LAP & HOOK o WALL SCALE i PIG tiriEi L3I E bearing wads shall have a double top plate with :tie second being nailed to the first with 16d nails a 12"o.c. staggered. Each stud shall be fastened to its too -too plate and bottom plate wi:h stud straps (a 'O . stud is 8" s x lgga.stl) and nailed with 6-6d coin mails in each. 2. Roof and %s 11 sheathing wilI be nailed with 8d ca=n nails as follows: All edges to be 6"o.c. Intermediate su000rts to be 12"o.c. '40 s:aDles to be used. 3. rill roof "girder" :cusses shall oe secured with 1-1 1" wide meta! wall bracing s:raos (!8¢a.nnin.) continuous over :he giraer :russes and doMm the wall (diagonally) 48" on each side nailed to studs and plates with 6-16d nails each end of s:raos and 6-16d nails in girder (13 nails totai). sts Balconynd porch roof wallthesame ass or ithe roofltrstened usses PRE-ENG, TRUSSES 24' O.C. -BLDG. PAPER >EMCO TAP 20 TRUSS ANCHOR 2 H BLK. W/ 1 #7 CUNT, IN EA, COUSTIC CEILING 1/2' DRYWALL NOTE; PT, FURRING STRIP w ALT TRUSS ANCHORS SIMPSON ETA 20 FI-FOIL INSULATION HUGHES TA 18 St. Lucie County Health Unit ' For C4ILI 1639E t�t9n r . "!nm'n $Ito Plans Fo 3 4# CONT, CLI Reviewer 4' 2500 PSI. W/ FIBER MESH OR 6/6 10-10 WWM VISQUEEN TERMITE TREATMENT ` SECTION CLEAN / TAMPTED FILL 112 TYPE PAUL_ JACQUIN & SONS INC, A 13 2' DRYWALL IF 5/8' CEILING DRYWALL TYPE X AND UNDER SIDE OF — SCALE+ 1/4'=1' DRAWN By, MICHAEL JACQUIN DATE! 5/22/96 0 CITRUS _L IS A LOAD BEARING WALL Cov2X4 _L IS A PARTION WALL - Ll WEST OF FORT PIERCE OFF OF SHINN RD. WOODSTUDS PHASE II DRAWING NUMBER, 2 OF 4 34'-4' n ll�l 1�e ELEC, PLAN OFFICE 150 A MAP, LUG KVA CKT NO. K VA TRIP 001ES A B —_ _ A O T[t1P _ 2 60 2 12.4 _ 1 2 _ 12.4260 l -- 12.4 3 4 12.4 7111 1 30 2 6.2 5 6 _ 62 2 30 cpm _ 6.2 7 8 6.2 Iizr 20 1 2.4 9 10 6.2� _ 2 30 Wit 10 1 2.4 1 12 6.2 20 1 _ 2.4 _._ll 4 _ 2A - 1 20 O _ 20 1 2A 16 2.4 2U -- 1 2.417 — -- 8 2A _ 1 20IR " 20 -- .4 _ 1 20 ——i 2.4 1 20 INEL 4' 2500 PSI, W/ FIBERMESH CONC, OR 6/6 10-10 WWM 0 I IU cu 1/21X5' REDHEAD 4' D.C. 2 #5 CONT. 18' 3 #4 CONT, VISQUEEN - TERMITE TREATMENT CLEAN / TAMPED FILL FOOTER A FOOTER B FOOTER A F.F. -4 4'-A 15' -- 4' FOOTER B F,F. 0 FOOTER C 56'-4' P11UNDATI1IN PLAN 4' 2500 PSI, W/ FIBERMESH CONC. OR 6/6 10-10 WWM L� 18' 3 #4 CONT, VISQUEEN TERMITE TREATMENT CLEAN / TAMPED FILL FOOTER C 4'-8' kD F,F, 0 F,F, -4 I 13'-8' 0 PAUL JACQUIN & SONS INC, SCALE, 1/4"=1' DRAWN DATE, 5/22/96 BY. MICHAEL JACQUIN H� CITRUS WEST OF FORT PIERCE OFF OF SHINN RD, DAWING PHASE II NUMBER, 3 OF 4 I Ln 14'-4s SECOND FLOOR IN ATTIC TRUSSES rueie�rr orn TOIICCCC CRESS SECTI❑N i N 10" 0 I I �3 0 I' I LOUVERED DOORS FOR / RETURN AIR TO AIR HAN4ER TYP VOLUME� i ¢ EDO +L A/C �DAMP�EA-L' (?) I t �/H LOW ---_. mAst 2nPIPE UPSTAIRS H�AC LAYOUT MTS12 SP4 ?' CDX PLYWOOD RE LATH W/ PAPER BACK D STUCCO IN SP4 CEILING HEIGH U U VV IV � I /-1I P-� J PIPE CHASE HVAC LAYOUT & ELECTRICAL FIXTURE LAYOUT lo'—U' I"S—u" STAIR DETAIL PAUL JACQUIN & SONS INC, SCALE1 1/40=1' DRAWN DATE, 5/22/96 BY, MICHAEL JACQUIN �H CITRUS WEST OF FORT PIERCE OFF OF SHINN RD, DRAWING 4 OF 4 PHASE II NUMBERi c f L L is-nic- rLrc �nnx 14' - 4' w NOTE ALT. M SEMCO HUGHES ACOU CEIL] ❑R USES it ENGINEERED TRUSSES Lff7F]l A 0 DRYWALL OB OD 3/4' PLYWOOD SIMPSON SP4 SIMPSON ST18 LOAD BEARING WALLS 1/2' X 5' REDHEAD 4' O.C. CR❑SS SECTI❑N 0 I I I, x ;1 CFM TTP VOLUME DAMPE!4f N x?} pAH L I _BPS AIF; F I'vAC LAYOUT LOLARCO DO-Vi FOR RETURN AAR rO AIR HaRDLER Ir A ,r CMASE PR'[ 2 VEFTICAL A/C t UPFL0IM' 1 DOWN4 SIMPSON MTS12 SIMPSON SP4 1/2' CDX PLYWOOD _ WIRE LATH W/ PAPER BACK AND STUCCO SIMPSON SP4 CEILING HEIGH araE'r_wxsE HVAC LA,(OUT & ELECTRICAL FIXTURE LAYOUT 10'-0' 1,31-0' STAIR DETAIL C—D? fJ -UZ. SCl{E�uLC- ST-RW-IU04L upurr MEMBER LohDS C,uAjfcrue .� Aor-1tiR r1P6 f CQUAAMTY CTA zo I - Ipd x I Azo I B -IOtl I S Mr- r Z I i4-rod i i I S51 TA- P.-Io.4v J!/, C.o nlnl -OK SCFIEDULE 5TRIACIW[AG MEM86 4PwCr LPAD's CONA.WeroR Qu"nr/ AorwioR TV" I cQaAAXr# 1 I f2A.. o I /oco)( rr 1- Gpv 1. r 4r R 2r, I u 9 rA Z, r JD 1 u - `— > i " 1 H 1 1 P--- 3 3? H 5 t 23 / / Z y N.1/t. t'59 MI` 5'A I ErA Zo roil V $ r'� 1 Erg 'Lo AS S t rA Zo , 1/ 5),431 ,r'A zo i ¢. I I 1 v\\ PAUL JACQUIN & SONS INC, SCALE+ 1/4'=1' 1 DRAWN DATEI REV. I BY; MICHAEL JACQUIN �H CITRUS WEST OF FORT PIERCE OFF OF SHINN RD. PHASE II NDUMBERG 11E/18/96 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED AND RETURNED The legal description of the property where the trusses will be installed is: ,lam I 1—t.92,r`%4=L..=M N c=:11,T= UNLE55 NOTED ELSEWHEREON TH15 LAYOUT. THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR k AY OTHER A/C REQUIREMENTS, THI5 MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS, CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-Oj ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE THEY ARE SET. DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. rONcl ITT 1-110-01 30' Spa or less 30' to GO' Span GO degrees Spread r Bar or less 1/2 ag Line span appro c. °0 f--Merdz LJ to —* `"' REFER TO HBI-91 REFER O HBI-q1 Trues moat be eat thN ray if cane ufed, rube le as a%a'Iple, ypf truce Ilby Mt match, Irv.. a t az ut trx .my IF crrn md, tnro.. zn A-AWA yM kw. uy rot eetcn. MNC crane Operator Beta trues tMe ray, trwt cram gw.tar "ts tnne uw ey, WARNING TJI joists, Mirco=Lom & GLULAM headers may be shipped longer than specified length. It is the builders responsibility to measure and cut if necessary. Install 2er manufacturers instructions. HIP VALLEY NOTE Hip valley members are built 2' shorter span 1' shorter setback than shown here. BUILDING CATEGORIES Category Nature of occupancy I All buildings and structures exce t those listed below I) Buildings and structures where the primary occupancy is one in which more than 300 people congregate in one area. Buildings and structures designed as essential facilities, including, but not limited to I: Hospitals and other medical facilities having surgery or emergency treatment areas. 2: Fire or rescue and police stations. III 3: Structures and equipment in government. 4i Communication centers and other facilities required for emergency response, 5; Power stations and other utilities required in an emergency. 6: Structures having critical notional defense capabilities. 7: Designated shatters for hurricanes. Buildings and structures that represent a law hazard to IV human life in the event of failure, such as agricultural buildings, certain temporary facilities, and minor storage facilities. 1� upset=1/4" heel=4 7/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 10'-0" TYPICAL END DETAIL 4.00 r M .. ...._ 10�0„ 8" L24 Hi 4" upset=1/4" heel=3 15/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 10'-0" END DETAIL : A 12 8.00 1-, 3 1/2" TOP AT 10'-0- upset=1/4" heel=4 7/i6" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 10'-0" END DETAIL : 6 INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER, AT HEIGHT OF 10' A,F.F. 0 I Lnto O I 04 N 22'-0" Lin BIRD'S EYE VIEW N.T.S. 62'-4" 10 18'-7 3/4 15'-8 1 /4 ------------------------------------- All • • O r • " —_ —1 _ �` �� 1 II' �'I . —.-sue.-_..���`����► _ - • ^-u�a. c---�c�-^—'-,___=ram = _._="-s.-t-.._ _ —_ —r. — _—'--.��__a^�� Y-. _ — — \ - , • a » • . OPEN STAIRSFOR a a C\ U, a li i �y° •— 3� 6'-O" 8 A I N 0 M The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this layout, which is the sole for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss withir days of delivery the undersigned agrees that no backcharges will be allowed. In such written notice is furnished Chambers Truss shall have three (3) busines! which to begin repairs required, or to substitute other trusses, at Chambers optic 4. The undersigned acknowledges receipt of "HIB-91" sheet by Truss Plate Ins 5. Delivery is to job site. It is the buyer's responsibility to make the job site su delivery. Chambers Truss has the sole authority to determine the suitability of th or a portion of the job site for delivery. Chambers Truss will be responsible 1 delivery only. The buyer is responsible for additional delivery expenses if C Truss has to redeliver because job site is not prepared for delivery or buy, prepared for delivery of trusses. 6. Price as shown in paragraph 7 below is subject to change if any changes in this layout. , 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, agreement a reasonable price Invoice will be made on delivery and paid within net on delivery. Invoice may be made at scheduled date of delivery if buye accept delivery of fabricated trusses. The undersigned agrees to pay Chambe reasonable attorneys fee for collections in event of payment not timely made. per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to herein. 9. In consideration of Chambers Truss extending credit for this mat, undersigned unconditionally grantees payment when due of any and all inde owed to Chambers Truss by any entity receiving material and the undersigned r pay such Indebtedness including attorneys fees, if default in payment for ma made by the reciplant. 10. In the event of any litigation concerning this agreement, the items t hereunder or payments referred to herein, the parties agree that the sole venue such action will be Saint Lucie County, Florida. DATED .19 H spreader par may De requlrea as per-HItS-U 1-- to pre' injury & darnage. Multiple ply trusses must be fastened together per engin before they are set, failure to do can result in roof colia Temporary and permanent bracing are required and can life and property and is the responsibility of the truss en Study the contents of the information packet included delivery before setting trusses. Trusses must be set and braced per design to prevent in damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material c other concentrated loads on trusses, this can cause coil DO NOT SET TRUSSES USING THIS LAY( USE LAYOUT DELIVERED WITH TRUSSES TO SET TRU! CHAMBERS TRUSS IN 3105 Oleander Avenue Fort Pierce, Florida 3�982-64 800-551-593�� Fort Pierce 407-465-2012 Stuart 407-286 Vero Beach 407-569-2012 Fax 407-465 DESIGN CRITERIALRIA PER C0 EDESIGN SUCH ASISBC 120D6.1 E County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria Southern Building Code Roofing Material Metal Roof/Purlins Loading in PSF Roof R.D.L. Top Chord Live 30 Top Chord Dead 7 7 Bottom Chord Live 0 Bottom Chord Dead 10 5 TOTAL Load 47 12 Duration Factor 1.33 Wind Speed 110mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. C.B.=Continuous Bracing Building Type ENCLOSED Building Category I: Non Restrictive R.D.L.=Restraining Dead Load Verify DESIGN CRITERIA shown above with the building department and your engineer. Chambers Truss Inc. Drawing Name: 36974 Scale: 1 /4 = 1' 61 total trusses, 19 different trusses. M12K: ACJ ACAD: JLM Reviewed By: 5nwr t3lgG Date: 09/12/96 FOR PAUL JACQUIN, INC. DESCRIPTION: CIRCLE H PAGE 1 of 2 CUSTOMER INITIALS EACH PAGE 36974 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEIA rNT IS SIGNED AND RETURNED The legal description of the property where the trusses will be installed is: •wm^ # ZONE—LEN PITCH # ZONE—LEN PITCH # ZONE—LEN PITCH #ZONE—LEN PITCH i 11-00-00 4/12 1 11-00-00 4/12 1 17-02-00 8/12 1 17-02-00 8/12 A 2 11-00-00 4/12 Al 2 11-00-00 4/12B 2 17-02-00 8/12 2 17-02-00 8/12 3 22-00-00 0/12 3 22-00-00 0/12 3 34-04-00 0/12 3 34-04-00 0/12 BEARING LOC//SIZE BEARING LOC SIZE BEARING LOC//SIZE BEARING LOC/SIZE 21-08-00 08-00 � `� 21-08-00 08-00 00-04-00 08-00 00-04-00 08-00 00-04-00 08-00 ., , 0-04-00 08-00 34-00-00 08-00 35-100-00 0-00 03-00 18-06-00 03-08 «` ZI 2 + 2 20-06-00 03-08 as \\ 1 2 + 2 3 144 TRUSS ID: A QTY: 10 `TRUSS ID: Al QTY: 1 TRUSS ID; B QTY: 1 TRUSS ID: C QTY: 7 SPAN 22-00-00 HOT: 03-11-15 SPAN 22-00-00 HOT: 03-11-15 SPAN 34-04-00 HOT: 11-09-13 SPAN 34-04-00 HOT: 11-09-13 OVERHANG LEFT; 02-00—OORIGHT: 02-00-00 OVERHANG LEFT: 02-00—OORIGHT: 00-00-00 OVERHANG LEFT: 02-00—OORIGHT: 02-00-00 OVERHANG LEFT; 02-00—OORIGHT: 02-00-00 HEEL LEFT: 00-03-15 RIGHT: 00-03-15 HEEL LEFT: 00-03-15 RIGHT: 00-03-15 HEEL LEFT: 00-04-07RIGHT: 00-04-07 HEEL LEFT: 00-04-07RIGFIT: 00-04-07 # ZONE—LEN PITCH # ZONE—LEN PITCH ZONE—LEN PITCH # ZONE—LEN PITCH 1 17.-02-00 8/4�2 1 17-02-00 8/12 17-02-00 8/12 1 02-04-00 8/12 D 2 17,- 2-00 8/12- D 1 2 17-02-00 8/12 E 2 17-02-00 8/12 2 02-04-00 8/12 3 34.�-�4-00 0/12 3 34-04-00 0/12 3 34-04-00 0/12 3 04-08-00 0/12 BEARING LOC/SIZf� • �,. 4 BEARING LOC/SIZE BEARING LOC�SIZE 00—C(►�04-00 08=00 34-00-00 08-00 34-00-00 8-00 34— —00 08-00 15-10-00 03-08 15-10-00 03-08 15-10-00 03-08 20-06-00 03-08 20-06-00 03-08 + 2 + 2 20 16-00 03-08 �1 2 00-04-00 08-00 , 2 00-04-00 08-00 '., • • 3 TRUSS ID: D QTY: 1 TRUSS'• ID: D1 QTY: 4 TRUSS ID: E QTY; 4 TRUSS ID: F QTY; 12 SPAN 34-04-00 HGT: 11-09-13 `' SPAN 34-04-00 HGT: 11-09-13 SPAN 34-04-00 HOT: 11-09-13 SPAN 04-08-00 HOT: 01-11-02 OVERHANG LEFT: 02-00—OORIGHT: 00-00-00 QVERHANG LEFT: 00-00—OORIGHT: 00-00-00 OVERHANG LEFT: 00-00—OORIGHT: ,02-00-00 OVERHANG LEFT: 01-00-00 RIGHT: 01-00-00 HEEL LEFT: 00-04-07RIGHT: 00-04-07 HEEL LEFT: 00-04-07RIGHT: 00-04-07 HEEL LEFT: 00--04-07RIGHT: 00-04-07 HEEL LEFT: 00-04-07RIGHT: 00-04-07 ZONE—LEN'PI:TCH ZONE—LEN PITCH — # ZONE—LEN PITCH # 70NE—LEN PITCH G .� 06-09-00 8/12 06-09-00 8/12 i 11-00-00 4/12 1 17-02-00 8/12 2 06-09-00 8/12 2 06-09-00 8/1 12GE 2 11-00-00 4/12GE2 2 17-02-00 8/12 3 13-06-00 0/12 3 13-06-00 0/2 3 22-00-00 0/12 3 34-04-00 0/12 BEARING`'LOC/SIZE BEARING LOC/SIZE 00—Q1442 `03-08 00-01-12 03-08 13-04`4.04 03-08 13-04-04 03-08 f 2 + 2 t 2 'e• 2 3 — 3 3 TRUSS ID: G QTY: 2 TRUSS ID: G1 QTY: 1 TRUSS ID: GE1 QTY: 1 TRUSS ID: GE2 QTY: 1 SFFAN 13-06-00 HGT: 04-10-07 SPAN 13-06-00 HGT: 04-10-07 SPAN 22-00-00 HOT: 03-11-15 SPAN 34-04-00 HGT; 11-09-13 OVERHANG LEFT: 02-00—OORIGHT: 02-00-00 0�[ERHANG LEFT: 00-00-00RIGHT: 00-00-00 OVERHANG LEFT: 02-00-00RIGHT: 02-00-00 OVERHANG LEFT: 02-00—OORIGHT: 02-00-00 HLEL LEFT: 00-04-07RIGHT: 00-04-07 HEEL LEFT: 00-04-07RIGHT: 00-04-07 HEEL LEFT: 00-03-15RIGHT: 00-03-15 HEEL LEFT: 00-04-07RIGHT: 00-04-07 A _ # ZONE—LEN PITCH # ZONE—LEN PITCH # ZONE—LEN PITCH # ZONE—LEN PITCH 1 17-02-00 8/12 1 06-09-00 8/12 1 17-02-00 8/12 1 17-02-00 8/12 G E 3 2 17-02-00 8/12 GE4 2 06-09-00 8/12 GRA 2 17-02-00 8/12 GRB 2 17-02-00 8/12 3 34-04-00 0/12 3 13-06-00 0/12 3 34-04-00 0/12 3 34-04-00 0/12 BEARING LOC/SIZE BEARING LOC/SIZE 00-04-00 08-00 00-04-00 08-00 34-00-00 08--00 34-00-00 08-00 18-06-00 03-08 15-10-00 03-08 t 2 1 2 2 1 2 20-06-00 03-08 129 3 3 3 TRUSS ID: GE3 QTY: 1 TRUSS ID: GE4 QTY: 1 TRUSS ID: GRA QTY: 4 TRUSS ID: ORB QTY: 4 SPAN 34-04-00 HGT: 11-09-13 SPAN : 13-06-00 HGT: 04--10-07 SPAN 34-04-00 HGT; 11-09-13 SPAN 34-04-00 HGT: 11-09-13 OVERHANG LEFT; 00-00—OORIGHT: 02-00-00 OVERHANG LEFT: 02-00—OORIGHT: 02-00-00 OVERHANG LEFT: 02-00--00RIGHT: 02-00-00 OVERHANG LEFT: 02-00—OORIGHT: 02-00-00 HEEL LEFT: 00-04-07RIGHT: 00-04-07 HEEL LEFT; 00-04-07RIGHT: 00-04-07 HEEL LEFT: 00-04-07RIGHT; 00-04-07 HEEL LEFT: 00-04--07RIGHT: 00-04-07 GRIC 17-02 L00 8/EN 12 1©NO2 L00 8/12H —� 10-02 L00 8/12 PITCHEN — 2 17-02-00 8/12 GRD 2 17-02-00 8/12 GRDI 2 17-02-00 8/12 3 34-04-00 0/12 3 34-04-00 0/12 3 34-04-00 0/12 BEARING LOC_/SIZE BEARING LOC/SIZE BEARING LOC/SIZE 34-00-00 08-00» 00-04-00 08-00 00-04-00 008-00 15-10-00 03-08 34-00-00 08-00 34-00-00 08-00 20-06-00 03-08,, 15-10-00 03-08 15-10-00 03-08 1 2 00-04-00 08-00 , 2 20-06-00 03-08 1 2 20-06-00 03-08 -- 3 TRUSS ID: GRC QTY: 4 TRUSS `ID: GRID QTY: 1 TRUSS ID: GRD1 QTY: 1 SPAN 34-04-00 HGT: 11-09-13 00 SPAN 34-04-00 HGT: 11-09-13 SPAN 34-04-00 HGT: 11-09-13 OVERHANG LEFT: 00-00—OORIGHT: 02-00-00 00 OVERHANG LEFT; 02-00—OORIGHT: 00-00-00 OVERHANG LEFT: 00-00—OORIGHT: 00-00-00 HEEL LEFT: 00-04-07RIGHT: 00-04-07 HEEL LEFT: 00-04-07RIGHT: 00-04-07 HEEL LEFT: 00-04-07RIGHT: 00-04-07 $ Y •r The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this layout, which is the sole autho for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten days of delivery the undersigned agrees that no backcharges will be allowed. In the ev such written notice is furnished Chambers Truss shall have three (3) business day: which to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "HIB-91" sheet by Truss Plate Institute 5. Delivery Is to job site. It is the buyer's responsibility to make the job site suitable delivery. Chambers Truss has the sole authority to determine the suitability of the job or a portion of the job site for delivery. Chambers Truss will be responsible for du delivery only. the buyer is responsible for additional delivery expenses if Chamb Truss has to redeliver because job site is not prepared for delivery or buyer is prepared for delivery of trusses. 8. Price as shown in paragraph 7 below Is subject to change if any changes are mE in this layout. , T This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if agreement a reasonable price. Invoice will be made on delivery and paid within terms net an delivery. Invoice may be made at scheduled date of delivery if buyer can accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Trn reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all teri herein. 9. In consideration of Chambers Truss extending credit for this material I undersigned unconditionally grantees payment when due of any and all indebtedne owed to Chambers Truss by any entity receiving material and the undersigned agrees pay such indebtedness including attorneys fees, if default in payment for material made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnish iereunder or payments referred to herein, the parties agree that the sole venue for a such action will be Saint Lucie County, Florida. DA '19 A spreader bar may be required as per "HIB-91" to prevent injury & damage. Multiple ply trusses must be fastened together per engineerir before they are set, failure to do can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erectoi Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or an, other concentrated loads on trusses, this can cause collapse DO NOT SET TRUSSES USING THIS LAYOU7 USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSE; CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-593 Fort Pierce 407-465-2012 Stuart 407-286-330. Vero Beach 407-569-2012 Fax 407-465-871 BLE DESIGN CRITERIA ERIA PEROESIGN C DEDSUCHCRITERIA AS SEC 12036.1 County SAINT LUCIE Building Deportment SAINT LUCIE COUNTY Wind Design Criteria Southern Building Code Roofing Material Metal Roof/Purlins Loading in PSF Roof R.D.L. Top Chord Live 30 Top Chord Dead 7 7 Bottom Chord Live 0 Bottom Chord Dead 10 5 TOTAL Load 47 12 Duration Factor 1.33 Wind Speed 110mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. C.B.=Continuous Bracing Building Type ENCLOSED Building Category I: Non Restrictive R,D.L.=Restraining Dead Load Verify DESIGN CRITERIA shown above with the building department and your engineer. TRUSS SHAPES NOT TO SCALE Chambers Truss Inc. Drawing Name: 36974 Scale: 1 /4 = 1' M12K: ACJ ACAD: JLM Reviewed Date: 09/12/96 FOR PAUL JACQUIN, INC. DESCRIPTION: CIRCLE H PAGE 2 of 2 CUSTOMER INITIALS EACH PAGE a i r /