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HomeMy WebLinkAboutPLANSw �n U) l l rr s STEEL BUILDINGS,INC. THIS IS TO CERTIFY THAT THE ABOVE STEEL STRUCTURE IS DESIGNED TO MEET OR EXCEED THE FOLLOWING LOADS: 1) PSF LIVE LOAD 2) MPH WIND LOAD EXPOSURE IMPORTANCE FACTOR 3) PSF COLLATERAL LOAD 4) THESE LOADS ARE IN ACCORDANCE WITH ENGINEER: DATE: ❑ YES C NO THE ROOF LIVE LOAD IS APPLIED UTILIZING THE TRIBUTARY AREA REDUCTION FOR ANY STRUCTURAL MEMBER IN ACCORDANCE WITH THE STANDARD BUILDING CODE, TABLE 1203.6. � MB.MFI COMPLIANCE NUMBER BHT THIS SET OF DRAWINGS IS FOR: ❑ APPROVAL ❑ PERMIT ❑ CUSTOMER/BUILDER ❑ CONSTRUCTION 71 NOT FOR CONSTRUCTION 11 BNO[R•'RllERB �I f. LAIORATORIiC j j BUILDER CUSTOMER BY ucie oun y BUILDING SIZE DEAN JOB NO. 9y-035�20 Dean Steel Buildings, Inc. Cl Ft. Myers, Florida (813) 334-1051 ❑ Greer, South Carolina (803) 879-0045 noon anoe eion Y r 4 a - • • C l • • N IMPORTANT Proper Erection Practices: PLEASE READ THE FOLLOWING: Dean requires that the erection its products be done by experienced pre- Erection engineered metal building assemblers. and construction methods should be performed as outlined in the "American Institute of Steel Construc- Unloading Check-out and Shortages: tion Code of Standard Practices for Steel Buildings and Bridges, Part 5." In addition, the erection policies and practices of both the SBA Independent Erec- It is essential, while unloading your Dean building, to verify that all com- tors Division, and MBMA erection practices must be understood and adhered to. ponents listed on the shipping papers were actually shipped. The actual quan- The quality of erection has a direct bearing on the quality of the end product. If tities of the items on each truck are circled on the shipping papers. Any items there are any question as to these drawings on the Dean Steel Building System, found to be shipped short, or in direct conflict with the shipping papers please do not hesitate to contact our Customer Service Department. (813) 334- should be noted on the driver's report. This serves two purposes: 1) you, as 1051 the erector, will be aware that a particular item is missing and can tem- porarily work around it; 2) it lets us know that we have a problem and allows Back Charge Claim Procedure: us to react quickly. This system eliminates the discovery that something is missing at the time you need it to erect the building. Taking the time to Dean Steel Building, Inc. follows the back charge claim procedure adopted by properly unload the job and check it allows for proper placing of the parts MBMA and as outlined in the MBMA Low Rise Building Systems Manual, around the jobsite, which should expedite the erection process. Dean will Common Industry Practices Section 6.10, the Customer Service Manager do its utmost to fill any reported shortages as quickly as possible. Once the must be notified at once when a condition becomes apparent, which may erector, or owner, signs that he has received the goods and accepted them result in a back charge by the builder, or erector. Notification by phone must as being complete, we can only assume that shortages after this point are be confirmed in writing. Some approximation of the amount of the back missing due to jobsite theft. All claims for damage or shortage must be charge must be established at this time, and a written authorization from the presented, in writing, to the carrier — either Dean Steel Buildings, Inc. or Customer Service Manager must be secured before the work is started. common carrier, within seven days after receipt of materials by purchaser. Dean will not honor any field corrections or back charges unless prior notice Failure to do so voids any claim. has been given and agreed upon. All discrepancies must be agreed upon, in writing, and accompanied with a Dean purchase order number before Storage and Protection of Materials: Dean will honor any back charges. Dean will then pay this agreed amount upon presentation of a final claim. Payment will be by credit memo to the A Galvanic action known as `white rust' may result when aluminum, galvanized, Builder's account. or the galvanized prepainted coating on piled flat sheets or nested formed sheets become wet from rain, condensation, or other causes. Under certain Any work which is undertaken without such notification and authorization, weather conditions this `white rust' can happen in as little as 24-48 hours. for which the builder expects to back charge Dean, will not be honored as Galvalumecoated sheet is susceptible, as is galvanized sheet, to wet storage a back charge. staining. However, due to the composition of the coating, the sheet surface Should a discrepancy exist, Dean may elect to do one of the following: will develop a dark gray discoloration as opposed to the white oxide that 1) Ship material from its plant for field correction (freight allowed). develops on galvanized. Formed prepainted sheets must be protected from 2) Purchase material locally (or allow builder to do so) for field moisture, in the same manner as plain galvanized or Galvalume sheets, if they correction. are in contact with other sheets. The sheets must be properly packaged and 3) Modify existing materials previously shipped to conform to stored. It is important upon receipt of material to examine packages for requirements. damage. Builders should take prompt action where cuts, tears, orother damage 4) Return material to Dean's plant for exchange or modification is evident. If moisture is present the panel should be dried at once. requirements. When delivery is contracted by Dean, it is our carrier's intent to arrive on the Panels that cannot be stored out of the elements should be restacked in- jobsite at a pre -designated time and every effort.will be made to do so. dividually and spacers put between the panels, so that individual panels However, Dean will not accept any back charges due to late arrivals. can have air circulated around them (non-metallic spacers, i.e., wood, card- _ _ board, etc.). Bundled panels should be off the ground sufficiently to prevent Dean will not pay any back charges for delays that may be incurred due to rising water from coming in -contact with the panels._ Bundled panels should shortages. Dean will not pay claims on improper unloading of material, also be slanted so that any condensation may be drained off. AYtBundfed- -- - - improper storage of material, or delays or damages caused by improper panels should be thoroughly covered with a waterproof canvas tarp. Do not erection techniques. Dean Steel Buildings, Inc. may make changes from use non -breathing materials such as plastic because they prevent air time to time in their product lines by discontinuing, altering, or modifying passage and tend to trap moisture in the bundle. Roof and side panels should any or all of the products included therein and by adding new and additional be erected as soon as possible after their arrival at the jobsite. If prolonged products thereto. Dean Steel Buildings, Inc. shall not, however, be liable to jobsite storage will be required, the builder is advised to seek storage of builder in any way or for any reason on account of any change in Dean Steel the panels out of the elements. Buildings, Inc.'s product lines. SHEETING MAIL PANEL TYPE _ COLC ROOF 26 GAGE RIB-12 GL2 WALLS 26 GAGE RIS-12 WH FLASHING MATL COLOR GUTTER 26 GAGE BR EAVE FLASHING 26 GAGE BR RAKE 26 GAGE BR DOWNSPOUTS 26 GAGE BR CORNERS 26 GAGE SR OTHER 26 GAGE BR DESIGN LOADS THESE LOADS ARE IN ACCORDANCE WITH 1992 S.B.C. 20 P.S.F. LIVE LOAD EYES 0 NO THE ROOF LIVE LOAD IS APPLIED UTILIZING THE TRIBUTARY AREA REDUCTION FOR ANY STRUCTURAL MEMBER IN ACCORDANCE WITH THE STANDARD BUILDING CODE, TABLE 1203.6 110 M.PH. WIND LOAD USE 1.0 IMPORTANCE FACTOR 0 P.S.F. COLLATERAL LOAD OTHER LOADS : NONE PANEL Ac FLASHING FASTENERS ROOF ALL ROOF PNL. TO SECONDARY FRAMING CONNEC77ONS USE FASTENER TYPE O ALL ROOF PNL TO ROOF PNL AND FLASHING TO ROOF PNL. CONNEC77ONS USE FASTENER TYPE O AT 20" C7RS. WALLS ALL WALL PNL TO SECONDARY FRAMING CONNEC77ONS USE FASTENER TYPE 6O ALL WAIL PNL TO WALL PNL AND FLASHING TD WALL PNL. CONNEC77ONS USE FA57ENER TYPE Q AT 30' CTRS. FASTENER SCHEDULE TYPE PART NO FASTENER DESCRIPTION O1 HW55M *14 X 3/4' SELF TAPPING SCREW W/WASHER 20 HW5502 #14 X 3/4' SELF TAPPING SCREW W/WASHER ( ZAC ) O HW5511 #10 X 5/8' SELF TAPPING SCREW W/O WASHER 4> HW5512 #12 X V SELF DRILLING SCREW W/WASHERS ® HW5513 #12 X 1' SELF DRILLING SCREW W/WASHER ( ZAC ) © HW5515 #12 X 1 1/4' SELF DRILLING SCREW W/WASHER Q HW—I 2' SELF DRILLING SCREW W WASHER ( ZAC ) REFER TO ACCESSORY SCHEDULES ON THE ATTACHED ELEVATIONS AND PLAN DRAWINGS FOR ACCESORY DESCRIPTIONS. BUILDER / CONTRACTOR RESPONSIBILITIES DEAN STEEL BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND, UNLESS STIPULATED OTHERWISE IN DEAN STEEL BUILDINGS PURCHASE ORDER. DEAN STEEL BUILDINGS DESIGN PRACTICES, MANUFACTURING PROCESSES, ACCESSORIES AND WARRANTIES WILL GOVERN THE WORK. (A DEAN STEEL BUILDINGS STANDARD SPECIFICATION BROCHURE IS AVAILABLE UPON REQUEST.) THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR THE SETTING OF THE ANCHOR BOLTS AND THE ERECTION OF THE STEEL BUILDING COMPONENTS IN ACCORDANCE WITH DEAN STEEL BUILDINGS 'FOR CONSTRUCTION' DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH. AND INSTALL. APPROVAL ❑F DEAN STEEL BUILDING'S DRAWINGS CONSTITUTES THE BUDDER/CONTRACTOR`S ACCEPTANCE OF DEAN STEEL BUILDINGS INTERPRETATION OF BUILDER/CUSTOMER SUPPLIED INFORMATION AND/UR DRAWINGS. ONCE THE BUILDER/CONTRACTOR OR ARCH,/EN(,. FIRM HAS SIGNED DEAN STEEL BUILDINGS APPROV^.L DRAWING PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO TO THE BUILDER FOR MATERIAL, ENGINEERING, AND HANDLLNG FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE MANUFACTURING AND/OR SHIPPING ,CHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE MANUFACTURING AND/OR SHIPPING SCHEDULE, AS LONG AS DEAN STEEL BUILDING'S DESIGN PRACTICES COMPLY WITH THE PURCHASE ORDER. A0, .-r�raL 9, THIS SET OF DRAWINGS IS FOR ❑ APPROVAL ❑ PERMIT CUSTOMER / BUILDER ❑ NOT FOR CONSTRUCTION p CONSTRUCTION li j 14919 1�3t�.ILi STEEL Xmmw z IMC. 2929 D OUSTRIAL AVE. FORT WERR FLIRMA 33901 ENGINEER DATE 1 BUILDER i DON WILLEMS BUILDER INC. CUSTOMER TOM & KAREN LIPUMA LOCATION , FT. PIERCE, FLORIDA I DL + LL DL + WL 5.90 i F �] �. 5.90 11.05 � � 3.15 5.86 � + f i i + 9.85 9.85 15.30 9.99 10.75 FRAME REACTIONS AT GRID LNS. 2). THRU ®_ ( ALL REACT70NS IN KIP5 ) 0 1/2' DIA, ANC. BOLTS 2 1/2' (HW5625) -- ---- 4. I I _ N N { � 2 1/2' I •I I � I B c 1 1/2' 10'-0' F.O. WIDTH L 11/2' 1 ANCHOR BOLT SETTING FOR O.H.D. (SEE DWG. FOR LOCATION) CQm a I Lo 4. SIDEWALL "A " I I N a r ,L I�4' GAGE (TYP) DL+LL DL+WL r 5.86 8.79 r 6.40 f i i 10.75 15.78 11.80 FRAME REACTIONS AT GRID LINE (�5 ( ALL REAC77ONS IN KIPS ) DL + LL O DL + WL r----- -------r----- ----- -------� I I I I I I 1 I 2.53 ► 1, �h 0e i� ► 2.53 f + 25I0'� ° i h + 2 o.0 0.0 0.0 0.0 FRAME REACTIONS AT GRID LINE ( ALL REAC770AIS IN KIPS ) 4 Y WALL II BASE TRIM (HW5637) I I SCREW ASSY AT 6' CTRS. I RAMSET TO SLAB (RAMSET NOT BY D.S.B.) 4'-0' i I DL + LL DL + WL 0.00 ♦ ~0,00 2.52hfi 2hf+ 2,53 f + f f h�i hori 2.02 5.34 5,34 2.02 2.77 7.62 7.62 2.77 FRAME REACTIONS AT GRID LINE Ol ( ALL .RFAC77ONS IN KIPS ) 1/2' DIA, MAS. ANCHORS \ ( HW5625 ) 1/2, 1 1/2'„_1 4'-0' 6 12'-0' F.O. l 1/2, ANCHOR BOLT SETTING AT FRMD. OPNGS. ( SEE DWG. FOR LOCATION ) OF CONCRETE WHERE APPLICABLE 1 Ru 1 1 Rr--Z- BP801 - - BP811----------- - - - - - - - - I �- ; - - - - - - - 1 1 G 4TYPICAL IT 1 I I it j UNLESS OTHERWISE NOTED. I i i afu Im I I rri X N IFl%I aj �j j � �I oci I � I 1 I d '" I I I It i I I iP I i BP80 I tY cc I ; Itc I j i I OD I i I j P801 __-_-___-_-___. - `--------- --------- NOTE ! ALL ANCHOR BOLTS ARE 3140 D44. C HW5621 ) 3C 1 iu R(--1 ?lc--1 RC-i Rc'Z FIELD PARTITION 18'-11' 20'-0' 20'-0' -I` 85'-0' �I SIDEWALL "C " QTY. PART #1 BOLT SIZE I 'A' 'B' I 'C' 'D' �I~A 12 1 HW5625 1/2' X 0 -6' 1/2' 2' 10'-6' 1 3/4' Bt44 HW5621 3/4' X Y-3' 3/4' 3' 1'-3' 3' ###{ D C HW5622 7/8' X V-3' 7/8' 4' V-3' 3 1/2' HW5623 V X 1'-6' 1' 4' 1'-6' 4' HW5628 1' X 2'-2' ! 1' 4' 2'-2' 4' HW5624 1 1/4' X 2'-0' 1 1/4 4' 2'-0' 3 3/4 NOTE ' FINISHED FLOOR ELEVATION - O'-0" Ini. ALL BASE PLATES ARF AT ELEV. 0'-0' 1/2' DEAN STEELL LUILDINGS INC DOES NOT DESIGN AND IS NOT RESPONSIBLE 2' FOR THE DESA E MATEQIALS. AND CONSTRUCTION OF THE FOUNDATION 2. DR FOUNDATI N MHEDMENTS. ADEQUATE PROVISIONS SHALL BE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS 3' OF THE BUILDING AND ANY OTHER IMPOSED LOADS, ACCOUNTING FOR THE 3, BEARING CAPAI.ITY OF THE SOIL AND OTHER CONDITIOP-'s OF THE BUILDING SITI a mol a a r 0 BASE TRIM ON MASONRY WALL DETAIL BP601 1 1 DETAIL MARK DETAIL BP811 i 2 DWG. N0. WHERE DWG. NO. WHERE DETAIL IS MARKED DETAIL IS SHOWN BASE PLATE DETAIL KEY PL 1/2' DETAIL BP811 1 1 3 Li x 6' 4 INC. BOLTS 14919 DATE DJ-9/20/94 MTE L�=]IiICI �TEFL BUILDINGS. 1NC. SUE`% e" MDUSTRIAL- AVE FOLT MYERS, rLc7RIW -1--- --1 , . ayso, I 1 0 F 6 'A. ANC. BOLTS 621 ) 1/4' DIA. ANC. BOLTS ( HW5621 ) PL 1/2' X 6' DETAIL BP602_ I 1 m KULD" ' DON WILLEMS anTomER '' LIPUMA DESCUPTIM I ANCHOR BOLT PLAN RAKE FLASHING (FRA6-200700) VARIES ih J z a J a cr GIRT CLIP (CL3185) 12'-0' DRIP FLASHING (FHT6-100200) I ROOF PNL.� i I RAKE ANGLE i PURLIN (AN1219) I I i i O ill R- 6. n c EK-1 X 1 3/4' A325 BOLTS (HW5536) Ti T T TYPICAL PEAK DIAPHRAGM T SPACING A�T AT 4'-2' 2'-2' C41 rQP LAP TAP — ZI xpx Z3 Z4 R-1 71 R-1 R-1 R-3 RR-4 — Z 1 Z-Q�X X ZZ2 Z3 MM-1 74 1 L3175 (TYP) Z2 Z3 Z4 Z1 Z2 XCI Z3 Z4 MN-1 Zt Z2 Z3 Z4 BR-1 Z1 R-1 R-1 Z3 R-2 Z4 RR-4 Z1 Z2 Z3 Z4 ZI Z2 Z3 cd Z4 N w• caa CDC Q ES3 18'-11, 20'-0' 20'-0' 23'-11' -0' ROOF FRAMING PLAN 23'-11' PURLIN 3/4' X 1 3/4' A325 BOLTS (HW5536) NOTE FIELD DRILL 1J/16' Dk HOLE IN RAFTER PLATE AS REQO. FOR PIPE STRUT ATTACHMENT. e X 1 3/4' A325 BOLTS (HW5536) SECTION A 22 CABLE BRACING REFERENCE TABLE EAVE STRUT REFERENCE TABLE ZEE REFERENCE TABLE REF NUMB NPD REF NUMB NPD REF NUMB NPD XC1 XC27yj ES1 ESN-N4C191114 ZI ZEA-A6-210100 XC2 XC2864 ES2 ESN-N4CL91112 Z2 ZEA-A6-220200 XC3 XC2635 ES3 I ESN-N4C241114 Z3 ZEA-A5-230200 o! CU Q NOTE 1 DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS AND DO NOT INCLUDE SHEET LEDGES, ETC. FOR CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. NOTE 2 SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING PER DEAN STANDARD DETAILS. THIS INCLUDES ALL w r DOUBLE PURLINS AND GIRTS REGARDLESS OF LOCATION. NOTE 3 THE TYPE AND MATL. THICKNESS OF ALL FLASHING IS DENOTED BY THE 1ST, 2ND, 3RD, AND 4TH CHARACTERS OF PART NUMBER. (EXAMPLEi FJT6-140100) FJT = JAMB FLASHING FOR RIB-18 FRA = RAKE FLASHING (STD,), L 6 = 26 GA., GUA = SCULPTURED GUTTER, FWR = WALL TO ROOF FLASHING L 4 = 24 GA. OCT = OUTSIDE CORNER FLASHING FOR RIB-12, ETC, 14919 POWN GAE DATE 05.20.94 STEEL WILDINn INC. CHECKED DATE WALT 05.25.94 M9 M ATRGL AVE. LS 05,25.94 FORT MYERS, FLUPDA 3m 2 OF 5 Z4 ZEA-A2-270100 Z5 ZEA-45-260100 Z6 ZEA-A5-220200 Z7 ZEA-A5-210100 Z8 ZEJ-J4-220200 Z9 ZEA-A5-240200 Z10 ZEA-A5-220100 ZI1 ZEJ-G6-181012 Z12 ZEJ-G5-181012 Z13 ZEJ-J6-200800 Z14 ZEJ-J2-200800 Z15 ZEG-J6-040912 Z16 ZEG-J2-230412 Z17 ZEG-G6-060008 Z18 ZEJ-J4-200412 Z19 ZEJ-J5-200412 Z20 ZEJ-J6-050912 Z21 ZEJ-J6-220200 Z22 ZEG-G2-181104 Z231 ZEG-G2-190300 WD-m ' DON WILLEMS BUILDER INC. cuTTm*R 'TOM do KAREN LIPUMA DEsrEwrmr ROOF FRAMING PLAN 12'-0'- nnnn ui MIAG_9nn7nn I N N N N N N N N N N N N N 1 FHT6-100200 1, I OPEN TO REMAIN N N N N N N N N N N y N N N �/1 to � h cFl IA I MASONRY WALL C BY OTHERS ) (2) FHT6-060410 O Q Q 7 cu JJ N EAVE STRUT - FOR PART NO. SEE ROOF FRAMING PLAN ----------------- _ — 18'-0' E-fl. - ----------------------- Z5 1,-1� ------------------- Z6 1 -1� -------------- Z6 TY 27 (P) Z3 2 1• %/Z9 Z10 ------------------- ------------- --- - ----- �W5637 (TYP) ar_1 23'-11' A_ 20' �J\H- 1 ITV ♦ �� 20'-0' 85'-0' ' SIDEWALL "A " FEA6C100200 W/ GUA6-200700 — 13'-r 12'-0' — 7'-4' — 4'-0' L(i WFHT6-100200 N N (UfA V7 N OPEN TO REMAIN I � I FAVF STRUT - FOR PART NO. SEE ROOF FRAMING PLAN ------------------- BBS ------------------- ------------------- -- CTYP) 1 -1� 1 -1� Z6 1 -1� Z5 Z7 Z6 F---+ F03 Z10 2 -1' Z9 Z3 ------------ -"'7'_HW5637 ---------- ---- --- ---------`--------- (TYP) ABC-1 \--JtG-1 KG-1 ----/ 20'-0' KL-1 —J �FIELD LOCAI�F 4'-OjIEIOJ I 20'-0' i SIDEWALL "C " 23'-11' I — 12'-0' 18'-0' E.H. 13'-4' — 7'-4' — 4'-0' 0'-0' 1 min NOTE ! REFER TO D.S.B. STD. DETAIL BOOKLET (PGS. 36, & 364) FOR FRUD. OPNG. & TRIM DETAILS. FHT6-100200- FIELD LOCATED ACCESSORY SCHEDULE B I 3070 CEC❑ HOLLOW METAL DOOR W-/ DR. FRM. & LOCKSET c F02 N O N 13'-4' CHA-A4-111112 0 0 7'-4' 2 S 4'-0 12'-0 1 7'-0 � 12' X 12' FRMD. OPNG. FOR O.H.D. ( 1 REQUIRED) — 13'-4' 7'-4' 5'-0 I 10'-0 1 5'-0 10' X 9' FRMD. OPNG. FOR O.H.D. ( 1 REQUIRED ) o FHT6-040410 0 OD OD �oI ID F03 {4 (U I I fU \' FWS6-10020o \+ IA-A4-031112 13'-4' 7'-4' CHA-A4-05060 FIELD CUT GIRTS TO REQUIRED LENGTH. � FIELD� 4'-0' � FIELD� LOCATE LOGITE 4' X 4' FRMD. OPNG. FOR O.H.D. ( 1 REQUIRED) -_... .W IUIER 14919 mmGAE 05.20.94 CHECKED DATE WALT 05.25.94 e9e9 DMUSTRIAL AvF- LS 05.25.94 FORT NYUM FLORIDA 33M 3 OF 5 WALL SHEETING REFERENCE TABLE REF NUMB NPD S1 RTA6-140100 S2 RTA6- '� : I I () () S3 RTA6-060300 S4 S5 S6 RTA6- (,1, .y o RTA6- G (, r, I b (i RTA6- 7''O,,;, S7 RTA6-070300 SB RTA6-070"0 S9 RTA6-070i00 S10 RTA6-()'60000 SI1 RTA6-080300 S12 RTA6-oe07,o0 S13 RTA6-Di(, 1000 S14 RTA6-0-7010a S15 RTA6-14-o3 p S16 RTA6-140((p00 S17 SIB RT46-140900 RTA6-150000 S191 RTA6-150f UO S20 RTA6-150600 S21 RTA6-150900 S22 RTA6-1(op000 ✓ S23 RTA6-160300 S24 RTA6-110100 Amy' DON WILLEMS BUILDER INC. aisruER-TOM & KAREN LIPUMA DESCPIPIIM I SIDEWALL ELEVATIONS , 0 0 0 Y 0 O N VJ N 0 0 W N 0 V) N MASONRY PALL (BY OTHERS) T T T 0 0 0 �o 0 I ,o N 0 0 12'-0' o 121-0' U p F.O. y ,n o fU A RR-2 rt- Z13 4(TYP4 _ ga5 Z12 (7yP) H2621 Z14 Z16. (TYP) Z11 Z13 Z15 FO1 ___________________ ___ lU HW5 0 0 0 0 u�UO 0 0 u 0 I MASONRY (BY OTHERS) will FRAMED OPENING REFERENCE TABLE REF NPD NUMB F131 CHA-A4-111112 CHAHA4-130100 0 o F02 CHA-A4-091112 r CHAEA4-130100 F03 CHA-A4-031112 CHA-A4-050600 O 0 0 0 0 .D Q Q Q 4 GIRT STRAP BRACING ( AN1265 ) ( 2 ) ROWS, EQUALLY SPACED, PER BAY, (REFER 7O D.S.B. S7D. DETAIL BOOKLET p O p PG. 17o FOR INSTALLATION DETAILS. ) n 18'-0' E.H. n — 13'-4' r,.( �J ]17 — 7'-4' CH2621 — 4'-0, <TYP) — 0'-0. 4'-0' f 121-0' +7- 18'-6' 23'-0' PARTrMN n.O 4 �NN6C010500 FRA6-200700 BR-1 BB5 (TYP) BB6 I Z191 BR-i Z19Z18i ZB Z21 I 7z2o 1'-1' Z20 I Z18 o I u F02 I I - I_----_ W5 ,H637 (TYP) ____ ____ I ------ I------ J------ A I8'-0' E.H. 17'-4' N — 13'-4' — 7'-4' — 4'-0' EC-i EC-1 BC-1 L5'-04 10'-0' Ty5'-0 P 20'-0' 20'-0' i 60'-0' PT ENDWALL "D " BOLT SCHEDULE CONN. QTY. SIZE A 4 1/2' X 1 1/4' HW5532 N 4 1/2' X 1 1/2' HW5604 0 4 3/4' X 2 1/4' HW5602 P 2 3/4' X 1 3/4' HW5536 R 4 3/4' X 1 3/4' HW5536 NOTE& ALL BOLTS TO BE HIGH STRENGTH WITH NUTS AND WASHERS. CONNECTION 'A' REQUIRES WASHER ON EAVE STRUT SIDE ONLY. CONNECTION 'N' DOES NOT REQUIRE WASHER Z23 — 18'-0' E.H. 0 0 17'-4' 0 0 0 o ti CL3185 (TYP) r .00 Z22------Z23 ----------------------Z22 12'-3' ----------- 12'-0' MH-1 UW/O ------- --- r VnQ ENDWALL "B " 20'-0' 60'-0' 20'-0' — 0'-0' im Hula" 14919 WE 7 GAE 05.20.94 sTCFi wn Woos nc WALT 05.25.94 Em nGMVIAL AVE LS 05.25.94 FORT WITH FLUMA 4 OF 5 wn-DR'DON WILLEMS BUILDER INC. =mm , T,)m� KAP F O L I PJW A DESCRVIMN , WALL ELEVATIONS 1' + 2 1/4' R2 12 1 . 0000 '-0 9/16' 5v5'-0 3/l6_—_ 6' MIN. �r 1 11 1/4' i n• r w x i m 0 . 1 ROOF SHEETING REFERENCE TABLE REF NPD NUMB RI RTZ6CO20400 R2 RTA6-290800 6' MIN Ir 11� 2 1/4' R2 12 1 .0000 30'-0 9/16' 11 1/4' soy'-0 I -A -0 3/8'_L 1'-2' 'I 8 g•� 58'-8' OUT TO OUT COLUMN FLANGE e 58'-8' OUT TO OUT COLUMN FLANGE r 60'-0' STEEL LINE TO STEEL LINE r 60'-0' STEEL LINE TO STEEL LINE FRAME CROSS SECTION AT GRID LNS. Q2 _'fHRU ® FRAME CROSS SECTION AT GRID LN. 5O NOTEi 1. THE HIGH STRENGTH BOLTS & WASHERS SPECIFIED FOR USE AT THE COLUMN & RAFTER CONNECTIONS CONFORM TO A.S.T.M. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED BY THE 'TURN OF THE NUT' METHOD AS DESCRIBED IN SECTION 5(C) OF THE A.I.S.C. SPECIFICATION STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS 2. ALL BOLTS TO BE HIGH STRENGTH WITH NUTS AND WASHERS. EXCEPT CONNECTION 'A' REQUIRES A WASHER ON THE EAVE STRUT SIDE ONLY. 3. ALL DEPTHS SHOWN ARE WEB DEPTHS ONLY AND DO NOT INCLUDE FLANGE THICKNESSES. 4, ALL FLG. BRACES ARE LOCATED ON BOTH SIDES OF THE FRAME UNLESS NOTED OTHERWISE. PEAK PURUN IS FLANGE BRACED ON ONE SIDE ONLY. FRAMES AT BLDG. ENDS REQUIRE FLG BRACE ON ONE SIDE ONLY. 5. RIGID FRAME RAFTER PART NUMBERS ARE LOCATED ON THE TOP FLANGE OF THE UPHILL END OF THE RAFTER. 6. RIGID FRAME COLUMN PART NUMBERS ARE LOCATED ON THE OUTER FLANGE AT THE TOP OF THE COLUMN. 7. RIGID FRAME IS SYMMETRICAL ABOUT CTR. LINE FLANGE BRACE REFERENCE TABLE REF NPD NUMB BA1 ANF4-010801 BA2 ANF4-020113 BA3 ANF4-030400 BA4 ANF4-021001 Jun MU1nlif 14919 STEEL LMNSt INC. DRAWN DATE GAE 05.20_94 CHECIM DATE WALT 0525.94 29" INDUSTRIAL AVE. 05.25.94 FORT MYERS, FLORIDA 1!75O 3m F5 FLANGE BRACE REFERENCE TABLE REF NPD NUMB BBI ANF4-011105 BB2 ANF4-011006 BB3 ANF4-011007 BB4 ANF4-030104 BB5 ANF4-010603 BB6 ANF4-010902 FOR CONST. - ISSIE REVISION DATE DY 51R-DE" ' DON WILLEMS BUILDER INC. ='M" , TOM do KAREN LIPUMA DESCFJ"= I FRAME CROSS SECTIONS M (jiis�:'N � _h.l.IaLG_`. PAYLrY1%LIT CG fjr�Sdt I PLA0 4 I Til' 5 i IS P LA 4 tSLEv. rt Y r' I G A L_ S W_A L( E 6T 101 .Loa aNCRere BEE SPECS:. , 8" a,*WAcTED SAND 6r Parking Areas 4' min. slab 8' sand or other approved material compacted to 95% AASH'10 T99 Max. density. Access Aisles 5' min. slab do to Parking 6' @ Driveways Nate: All Portland Cement Concrete Paving to have fel . 3000 psi @ 28 days; and sawn or tooled contraction joints @ 15' oc each way. Joints to have depth of 1/4 slab thickness. Sawn jounts to be a� constructed within 4 to 18 hours of concrete LU placement. Exterior slab edges depressed +6'. TYPICAL CONCRETE PAVING SECTION 4 +�LT•CotJGz =-1C P4t2 ice 41 \� J .VO/ EX I `_T1 NCB VEC_,E TA, TI ON -To 14VHAIt4 /Cl D\ I -f Z1.2 b titi titi' .\ 8ne 2L (pp' -- ---3�I -- X. -- --- - ----- - -__ r - T __ e T - - - - - - - - - - - - - - - f 3 4 Seol Aoolflo y1;8511iINEp 21_S ' 21.s ,�! I ! 1 I I I I I L ( DCY v f PIES _ - e e fA( \ 41 nD 12 QES5(zV5 (✓PIKI} Gj y(3l. TIP 1 5� Ott 2�QIG 5or 1s+1 ,gyp a j PE?, I' 22 _tom z t4h1v0 N,�/.' J ti/ `Vd ti $lily ;2 rrz.� I J J r 0, % _ -- - X I I i l I ✓• 1,C' II4I�AI� • !' I \'21•I} l iO ` ZZ.'S Zt "L zl.�s 'Z III �XI!I 11-IE. VE.CnIrZ"PTICt`,I rM _M Itl (-o R K M A lass.. 1 :� d�S I +° 0 LnPoIN(1 I I a t' �, I N Io `d- LAWN i'1DW1= K• C."o✓'e_'�_Er / a1�%l 4 O I !''.• r ALF_- �EtAll< l� Wt J G y1 2 r ---- -- 3roeo sic `9 Iscot. 1 ` Zi? z61 2or , Z +�2 \ ='.• s^/ �/ l PRpPa.�ED ArcEo 1 1 ({ _y �f (FoK scone, t- LJ 7 \ 15t5 4 Iv>n1aT PLC> I _ a� ti 'hti \ti . _ _ 5•NAL£ .. 1 1 I \ �E1t>`{ � 3EIt M t � ter# Pj�l'LM \vu 21tL A\ 21•!' y1.2 Z1.2 �.{rt.ltJF.ltMi �-i29 EIIs\f 2a.b�a PEW ! - kllz�rf fsua�E`foes, tiC SITE PLAN N LEGAL DESCRIPTION: The North 235.32 feet of the South 998.64 feet as measured on the east line of Kings Highway of the West 371.00 feet of the Northwest 1/4 of the Southwest 1/4 of Section 25, Township 34 South ,Range 39 East, St. Lucie County, Florida. Containing 1.621 acres, more or less. I�LJ Fri -t..w. r w.w rasa, ----_I ri law �y� f ' sto 70P Nrw ",11E PIPC CONC. MITERED END SECTION NTs ,.V//\t I yor EROSION AND SEDIMENT CONTROL J_ ..-- SIGN PARKING BY DISABLED ' PERMIT ONLY 2%0 FINE HCPD PARKING SITE DATA: PROJECT NAME: YORK LAWNMOWER SALES SITE AREA: 1.621 ACRES BU ILDING AREA: PROPOSED BLDGS: 3600 SF or 5.1% PROPOSED BLDGS COVERED AREA '1500 SF or 2.18 TOTAL BUILDINGS: 5100 SF or 7.2% PARKING CONC. 5G75 SF or 8.04 PARKING GRAVE[, 3996 SF or 5.7% TOTAL IMPER''IOUS: 10�76 SF or 15.3A TOTAL PERVIOUS: 59H32 SF or 84.7b ZONING: CIS LAND USE: COMMERCIAL PARKING REQUIRED: RETAIL 2566 200 = 14 SPACES SHOP lo.-h 500 = 2 SPACES TOTAL SPACES REQUIRED 16 SPACES CZ(P er.giO) PARKING PROVIDED: = 16 SPACES H.C. SPACES REQ'D. = 1 SPACES H.C. SPACES PROVIDED 1 SPACES NOTE: ALL PARKING SPACES 10'xlSoY20' EXCEPT H.C. SPACE'S WHICH WILL BE 12' x 20' WITH 5' ACCESS WALK, PAINTED LOGO AND STANDING I.D. SIGN. IF KEY 0 LANDSCAPING NOTES 0 EXISTING SPOT ELEV.0.00 -.�.. !-_ F'ec\f'C' I-D PROPOSED SPOT ELEV. r) WAK M'Y�TI_E VAAM► DRAINAGE FLOW SWALB DRAINAGE FLOW 1K t o M 1 Z 5'V_ E D E W D !I r; L-t,p4L 7.09.00 LV406QVVO AND SCRE 4WG r. op ol. csnp•p rwfpfow tl, LYN,°i p,q •Mu at t«t.u.a I. • prnt...aoaa c°e[to to .Dtw 1•ott t n Y GENERAL NOTES: w • qo visa....ac t . a«,.cr of v+« asutw. as n.mwew= p«.awa w w.11 w 1=rtf tw t Tn. w«,[[•anal b. n.peul0l. I.. 'us ..,at .... o. of .L AL MATERIALS AND WORKMANSHIP SHALL BE IN ,•N[a.vlw. ul"gn .tall w «I.t.l.al to . stoat mMlcaon .o .. co P'...nt. p..lthl..at.,w ow.ar •w••rsw f... fiat taw. A DANCE WITH THE LOCAL .M a..u. .,.u«....n.11 ,wtua to. .•Ot...aat, of .11 O..a BUILDING CODES AND «t.,l., souaw.r t. 41.1 a.,.. T APPROPRIATE SECTIONS OF THE FLORIDA 4 "'ar Ta..,t^ DEPARTMENT OF TRANSPORTATION STANDARD 1. o.."'y SPECIFICATIONS FOR ROAD AND BRIDGE ONSTRUCTION, LATEST - EDITION, UNLESS Pis «w=,a• «.a L. :ante[»... atu the pr.vt...a..r tat. ra.. .hall ...I...° uh..u"e.tos of n°na. Yp , m wtt.,..yl..._,a•a[was OTHERWISE AUTHORIZED BY THE ENGINEER IN .na ft.nasM fat p,,,."a LD, ,q0 •O,te.1 [M st.o4tN to. ft ... .`....•. w.t I WRITING. 'PHE CONTRACTOR BF, SHALL rtoru. wv.ct«o. t avfflia. f the .. p,tDa-1 alct n1. 1. cn. oen.a .e u. era < oi:. mar, •:ac.°�::;: RESPONSIBLE F - OR ANY OF P SITE DAMAGE, of .u�m.[a• .aua 1na.w. ail pc:gi anal, as l..Itt- .qa el... . 1 w ..... ° ..e .fa pm �...,eu. RESULTING FROM HIS OPERATIONS, TO EXIS'ING W . «ax era. o: a..Y. . fast. or aa..a.... an•" 1. v,a.e. 11 nt ta. 1. that t. tao.�q c s PAVEMENT, SWALES, ETC. ,ntol.t.nt of w•L as e•Lroa«a.., anw pen,... .w=sa.ru w oof m o.Nl°, ., test *a ty sltty 'hat. • w•euo •m yua,t sat ..art. . « enua Le IC[.Y..ga.lf[.°ultl« shall tw.yaatfwG fo[ Y•t mad- THE CONTRACTOR SHALE RE RESPONSIBLE FOR nl. C.O.. INSPECTING THE SITE PRIOR TO BIDDING THE 1. y,,,, . WORK AND SHALL TAKE INTO CONSIDERATION ANY .. T„::.«11 t. .«m.. a«aw .vr..a .f °°ova at ff•s°•" tu. nit••• Ilse fast as 31. L.a1. OMISSIONS, UND@RGROUND UTILITIES, OR OTHER Co.., .W h... vast that ..at• .,.,.,.ad L. f .a... "<t°" ITEMS AFFECTING THE INSTALLATION OF PAVING • v1• °=••s as, w .,-...ad tot. v=o.w nl to... (31 to AND DRAINAGE. SHOULD UNCHARTED OR seta... [W. att.f1et... ufl [.., .1.., Tev.. PI• t=.as .r. So., to o« awes <,« t«lw . INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS .t It,.... II.) fast BE ENCOUNTERED DURING CONSTRUCTION, CONSULT o. ....t.. .sou a . .1n1... at .•. I..) fast Is n::vnt son. •...w�. at . .na .-eat rI UP) THE ENGINEER IMMEDIATELY FOR DIRECTIONS. wm ,... at ., w -tat (i Vr! fast .w.. ,ha f..uaa aa. ...t.ilw REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO a. ell r.v"+t.e tt.«.h"i setauWaua of n«(f•I Ha THE SATISFACTION OF THE UTILITY OWNER AND or el..1 t......... ill. (e 1 foot ...e.. •..••. att''•r.°f pt..'Lw. ENGINEER. .. T.a., .t ap•el« sou• sot..= hWan ,e ,sass a.i.0a to'"41. . sM, pup..° so,t. .h.ti a°c e: is«r• o'. .. 1of. Vie.. teat. 113) f t to. a foot 1. =o.e JOINT Bi:'1"QEEN NL14 AND EXISTZRC PAVEMENT «,se., ua tn. '« era« t. wwtLLr .oae.a •aa a,tn. wt,l.t sots. th.....eat...LL.- SHALL BE TRIMMED, LAPPED, POWER -BROOM •nail watt. °toa�tta.ias..,I...el.. I. o-.ta.... (Iad I.. Wtal th, fast .1 „fitR Ca n• tout IU ) CLEANED AND HOT SEALED PER O.O.T. loan tN.n °MwN ,".I.t.w ul to poW.c .1. 1., .... e«h ua.C.aa.l.a«,. SPECIFICATIONS. f. .o". at that 'all." etas. .111 w -ad c. .«, :h. u.nh Tt..). l, lot.- fa,.p.mn.eou.. ut..u..a wvv.,l ALL BERMS AND GRASSED AREAS SHALL BE SODDED •o0 pp. Lu,t[,l4a.L.•1 nt,y 110) pa....I Its IN ACCORDANCE WITH THE APPROPRIATE SECTIONS .t c.v.Ltsa t.•s• .wit w .".1.. otw, t..n 1.11 I -as. V REFERENCED a OF THE ABOVE CED SPECIFICATIONS ICA'PIONS 1. ta.w 11 dtw...-.f UNLESS OTHERWISE AUTHORIZED BY 'PHI: ENGINEER. •ph-as.oa..af., o t .h w .101... 111) ,..: .. . w,f.1 ta a. ..._• •�'r• .rw. seat t.1y ",, P.«aw� a", Itt. .atM, soil as st 6 sae 'at•1"w . as to U) toot a elfh.r ot, �aav,.,.. .-a, a.1 to N.uel .seas. atI,ft. . ..1- .1 eu (1) .....tt.r ta: tl« at pl «tlw. ALL SLOPES TO BE 4:1 MAXIMUM. 4, ot. Contractor is responsible for providing erosionand 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 will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat caddjacent property and waterway. Vasa[ en•11 If a fa WLLw 11[•1 lase« In fat a.a.et.[LLq= y afpl...I "s wto •.a ley w uaw L. .p•yupaLos rl cp beta ac of ile to «.t ppY•, °.1 w[tl v[ F�T•lJ I.} � L� Ir -�V�� f at«m rasa [. , :[.a ". ones[ to.. fr,... [eat asplegtw to eu p .. i nn.fas p. 1. Dta[.et • ftal.a .1....... .so .......Is y ' .c.Dl.t, amsrn. al tole was 1st . gtnf .n., D1«uw yF A/ Ny�(��4[.1 ..I �.n a[.as 4ti1� 91994 a...era« ,ea. w 1«t•a to D •p.ca.e ^o[.•11, e n.ra.. l[w. l° pe L°na• Cunt Y. o[eee r w .Wave. pt of°.a. .Dn Vfw n ... .e. ...uD1..tt.t .hilt see hell w ..• In ... t. otna •rase . p oa.n. Mh.n o total •hilt at. if [,a ytota.tly a«u[.f spell COMMfJNI u��� 1p��� i t % o. t..« .nut a..pla. nn..,... i..rv.-a. Mechanical • Electrical • Civil Engineering 4913 t Oleander Ave. Phone FL rt Pierce, FL 34982 (407) 48@-2722 S E P 29 �F Ilia/ 0 AJ L•J' nn, m % 9 O 0 _U 0 a , J M71A9a Faso IDA suejd a1lS snolnaJd IfH saI D^JadnS UOI 1114S1100 JOd panOJddil u'Id 011S 41180H JCIIJ u IAu3 llufl 4ljeaH A;unOO Z �nl -is 6 a _ 0 �— The North Ilne of the Northwest 1/4 of the Southwest 1/4 of Section 25, Township 34 South, Range 39 East CASSENS GROVE SERVICE QEkICD P LIATCD CCD1/ I f C ('DFATC❑ TUANI 4 nr), CONSTRUCT ON 'LAYOUT SUHVEY Prepared f or York LaNnmoNer m I The South Ilne of the North 330.00' — r— R- fCo. 00' �011 of of the Southwesth 1140 ofhwest Section425, Township _� S890 59' 50e E�300 (141 34 South, Range 39 East i r \ z3I Q LL (� v o PROPOSED WELL 88' S 6 68' E � h m ¢, � ` " v CONCRETE f w (typical) 1.632 ± acres c� c�9 - �� / I v t� PROPOSED ONE STt7Ry / CONCRETE BLOCK STI1lr;VRE ' LAWNMOWERSALES AND R PAIR SHOP n2 \ `L' i3600 Square F; PROPOSED Ie yn I COVERED WORK Fff 9 ,,. AREA aj Field Book 93-06, Pages 63-64 Field Book 94-03, Pages 40,41 6 47 — _ 60. 00' �o': � o PROPOSED installation Area - 900 Square Feet �� is Im — ___ — — — — — —_ L�� N ' 1 i The South "I of the North i 2 of the tea„ o N North 1/2 or the Northwest f/4 of the �;' N89 55 29 W 300. 01 ( M Y Southwest 1/4 of Section 25, Township BENCH MARK 300. 00' ( 0) �> 34 South, Range 39 East O.O.T. CONCRETE MONUMENT STAMPED 94-93. 2 129 i (ASSUMED ELEVATION 20.00) ..I - ( USG I `- Kw 5 VACANT The North line of the South 50' of the _ Northwest 1/4 of the Southwest 1/4 of Section 25. Township 34 South, Range 39 East 0 I� The South line of the Northwest till of the Southwest 1/4 of Section 25, Township 34 South, Range 39 East__ VICINITY MAP i .to� jrjw o - f � , v 1ti 10 MW cIN, a ' • Imn.l N.r MN �� 6L loci• 6 fli 34 3 April 20, 1994 20 0 20 40 60 SCALE: V = 20' n7 o I SURVEYOR'S NOTES: m I N 1. Reproductions Of this sketch are not valid unless embossed with the surveyor's seal. 2. Lands shown hereon were not abstracted by this office for Rights -of -Way, Easements of m record, Ownership, Abandonments, Deed Restrictions, Zoning or Zoning Set -backs, Land Use Plan Designation, adjoining deeds or Murphy Deeds. This survey is not N intended to delineate Wetlands, Local Areas of Concern or any other Jurisdictional o Boundary Lines. o I 3. Legal Description shown hereon was provided by the client and/or his agent. cr3 4. FLOOD NOTE: B c ra hic plotting only, this property is located in Flood Zone ' X ', of Y.1 P P 9 Y� P P Y c� the Flood Insurance Rate Map, Community Panel Number 12111 C01 75 F, effective z August 19, 1991, and is not in a Special Flood Hazard. No field surveying was performed to determine this zone and the exact location can only be determined by an elevation Certificate. e 5. The proposed building will be 60' by 60' square with a total of 3600 square feet. The iv ' o business that will be located in this building will be lawnrnower sales and service center y known as York lawnmower. 6. Elevations shown hereon are b serf upon an assumed elevation of 20.00', top of concrete monument stamped 94- (D.O.T.). 129 7. The subject properly has no visibl n-Z made improvements other than those shown hereon. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUN[1 IN THE PUBLIC RECORDS OF THIS COUNTY. LEGAL DESCRIPTION I The North 1/2 of the North 112 of the East 300 feet of the West 371 feet of the following described parcel, to -wit; iThe Northwest 1/4 of the Southwest 1/4 of Section 25, Township 34 South, Range 39 East, excepting therefrom the North 330 feet and the South 50 feet thereof, said lands situate, lying I and being in St. Lucie County, Florida. CERTIFICATE OF SURVEYOR 0J ,0' I HEREBY CERTIFY that thin attached Construction Layout Survey, depicting the proposed 0, 51, - 1fir 18 improvements, as shown hereon is True and Correct to the best of my knowledge and belief and is based on a Boundary Survey as surveyed in the field under my direction. I further certify that this map meets Minumum Technical Standards as set forth in Rule 61G17-6 FAC adopted by the 2 Florida Board of Land Surveyors, pursuant to Florida Statute 472.027. There are no above + ground encroachments other than those shown hereon, subject to the qualifications noted hereon. Dated this 20th day of Aril, 1994. o� ames A. Way III Re tered Land Surveyor Florida Certificate No. 2391 SCANNED BY St. Lucie County W-69153Y JAMES A. KIRBY, III REGISTERED LAND SURVEYOR 2060 S. Kings Highway P.O. Box 1526 Ft, Pierce, FL 34954-1826 Phone (407) 464-9621 VJW Fea.(407) 466-9320 Drawing No. 94-8009 (CLS) V, n `n 04r C)/ VOQ, �O 10 /J, SITE PLAN LNL \A LEGAL DESCRIPTION: The North 235.32 feet of the South 998.64 feet as measured on the east line of Kings Highway of the West 371.00 feet of the Northwest 1/4 of the Southwest 1/4 of Section 25, Township 34 South ,Range 39 East, St. Lucie County, Florida. Containing 1.621 acres, more or less. CCNCRE'rE SEE SPW!:S 8" COMPACTED SAND Parking Areas 4" lain. slab 8" sand or other approved material compacted to 954 AASM T99 Mau. density. Access Aisles 5' min. slab do to Parking 6• @ Driveways Nut": All Portlard Comment Concrete Paving to have fc' IN 3000 psi @ 28 days: and savn or tooled contraction joints @ 15' oc each way. Joints to have depth of 1/4 slab thickness. Sawn jounts to be constructed within 4 to 18 hours of concrete placament. Exterior slab edges depressed 46". TYPICAL CONCRETE PAVING SECTION ON Ir I ..-----11 ---W---- --1 J 10P ♦2w S-GLC Purr ND pro[ JO�MT PENWTT(D .y1, .'u.. r.l t•. .. •n.. w UME[ss pP„oy[o er EYG P•�p "OR d3 Pror TO Rr NCLUD[ lnl [R NIT "IC r..... bl CP" 0 .L INLv IM MITERED [ND S(RIOMI r. rr.. lt'tr r..nr CONC. MITERED END SECTION NT8 \0, EROSION AND SEDIMENT CONTROL PARKING BY - DISABLED PERMIT ONLY 2S0 FINE HCPD PARKING SITE DATA: PROJECT NAME: YORK LAWNMOWER SALES SITE AREA: 1.621 ACRES BUILDING AREA: PROPOSED BLDGS: 3600 Sr of 5.1% PROPOSED BLDGS COVERED AREA 1500 SF or 2.1% TOTAL BUILDINGS: 5100 SF of 7.28 PARKING CONC. 5836 SF or 8..1% PARKING GRAVEL 3996 SF or 5.7% TOTAL IMPER IOUS: 10916 SF or 15.51 TOTAL PERVIOUS: 59660 SF or 84.5t ZONING: CG LAND USE: COMMERCIAL PARKING REQUIRED: RETAIL 2566 200 14 SPACES SHOP 103.4 500 2 SPACES TOTAL SPACES REQUIRED .16 SPACES (Z(F etq'U) PARKING PROVIDED: 16 SPACES H.C. SPACES REQ'0. = 1 SPACES H.C. SPACES PROVIDED m 1 SPACES NOTE: ALL PARKING SPACES 10',419ev20' EXCEPT H.C. SPACES WHICH WILL BE 12' x 20' WITH 5' ACCESS WALK, PAINTED LOGO AND STANDING I.D. SIGN. KEY 0o LANDSCAPING NOTES EXISTING SPOT ELEV. 0.00 f en I r Y E- D %— PROPOSED SPOT' E LEV . r I../ A X' M Y K T« L E 1llnnn► DRAINAGE FLOW --V1 SWALE DRAINAGE FLOW {II S It•I _ �,� [ G c ti G �^ F C Y _iK 7.00..00 LAWScOWINC, AND SOURING v p[. pl an[W4 v[w[o 4Nw tL 1•Mre•YInV •t•11 W 1M1t11„ In • peYf «rl4uW •i u•i GENERAL NOTES: ro., JIUV ap ....Dba VI u:U nr pnn[la• rl'h [w Vwlltr It Vl•nt sWl. .. na.LWn.. a..auwd •ON It w It.1 v.aod A. ry»[ •Mil W [»p„l°l• t4r n• N1M1t.wY» 4t •1♦ ALL MATERIALS AND WORKMANSHIP SHALL BE IN 1.Mtn•VWV. uNl.h t11•14 w „lmg4.d In • V.Ad NrralWnn ,u ao pf••we.n..ltDr,M1.a. .m.„.rlr .„....w. N.. e.„r.r... ACCORDANCE WITH THE LOCAL BUILDING CODES AND 'n0 d'°"" t Item. "•'•"°'°"'°""°°'•d. ..Ws.anal IROI a.Y.. THE APPROPRIATE SECTIONS OF THE FLORIDA 4 coos ..rr.r.rn DEPARTMENT OF TRANSPORTATION STANDARD Y wwty SPECIFICATIONS FOR ROAD AND BRIDGE n..a sal.,. Y.„ ,n .„fp[»nP. .t.h th. pnrls4„ °t CONSTRUCTION, LATEST EDITION, UNLESS [u. Poo. .M1•u ppr.t°n w an. rt•nd.aW a n«te. Y°. 1 v mats •aNa. OTHERWISE AUTHORIZED BY THE ENGINEER I N I. p1.N yn .rl pt.w.„. tpr wc...Y rl.nt.•' lvn, m •ma„ .M pt.M1„re. m[ w«.I. n.nt.•, rat E. WRITING. THE CONTRACTOR SHALL BE Rprld• bD.¢Wot °f lV<\YWtVr. .M J°MUN. 4rrlo» No", •r• ON r1l. n tw bell.•' t.. °'„I` D•••'°p"t't RESPONSIBLE FOR ANY OFF -SITE DAMAGE, D\C.[Cn[, I. •nndr<4 NW' ...... AEI pl n° ..tas'.l• .nn,«D.'utwod a. ..... -... W unq .M „.tl RESULTING FROM HIS OPERATIONS, TO EXISTING .M .»„«.hlr . 'rm .r m.N.„ [ww m .. .wn ln.ula.d. u.nt „s��KOR v4„. PAVEMENT, SWAL ES, ETC. .t.t L•„ucut De. P••\a \[n„mu, rhp t".1 nM..n.[1•u„ „v n. IYnYn.u• w aR. eM1wu, n us DVv.nu tY •na NYuI•r of 4hM . I. to ..«u. u,4b NnY. al ttl.ul [l.. .nLLl „t O..Wa14 M't Yr W w°•r THE CONTRACTOR SHALL BE RESPONSIBLE FOR Wn I ,.,•,• INSPECTING THE SITE PRIOR TO BIDDING THE WORK AND SHALL 'FAKE INTO CONSIDERATION ANY I. ..... .nal w.„•'„ br,M ...nr.D. .avn. .pr..• °t °°°^' °r v'••••+ts unNM1 n+� rNa \n OMISSIONS, UNDERGROUND UTILITIES, OR OTHER cuYntr rM 1'... v..W 'Mt p•n 1... nsM1M W . u... °°'wt"°• ITEMS AFFECTING THE INSTALLATION OF PAVING °. "'• °'"'•' NOT n• °l••t•'"J '^t• p+°Yp. ^[ '^'•• ul 1. AND DRAINAGE. N E. SHOULD UNCHARTEU 0R `DIN.. th'."tntw ., a.a.(11) s•°.t,n `" ..w.:•: 11. nr'nD.° vrr.a INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT I. Tee. •D.=... .N." „ • «MN..e ta, 114, 1 I•s lY n.YpRt .�aa ^•••..W pw. ne p•.M Dn.-nsf n Iml THE ENGINEER IMMEDIATELY FOR DIRECTIONS. +`"YO6 '^'is tniti11 i' REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO d aur.VWr.dle...... I1•.... [. u.w Of It.. I rr b.a THE SATISFACTION OF THE UTILITY OWNER AND YI ., .. t—IO.M . „Elw IN 11' 1 I.., amn.Y .puW •° t12.1.1.«L•p. ENGINEER. w.. of .D.ra.. NOON. rNt..I .«r.n is a . 01 'pYpup ew.wy. Or saw p,nu. w[u .nut ns O. of«wd .1N..[ o.• a. un a.a to ».n NW,• r4.a. JOINT BG'1"WEEN NEW AND F.XISTIt:C PAVEMENT wow. vu.» u• e,» ua •nt.. e! ",.Yu1Na Ylt^•W.[...'n+,a'a•tw •1, SHALL BE TRIMMED, LAPPED, POWER -BROOM 1..uNMlon. '^•u . ,t1r. oW1 t... .°w� •.d ... 1.1 tlI for uL.[ tn. tnacis. Wtr„.n[. n•l, w tea I41 CLEANED AND NOT SEALED PER U.O.T. INR tlrlel a°ea«„ nlr t"NM rltn nYW[ ... NI ma „.nu.•.dr .+..r,i.w.,. SPECIFICATIONS. ,. wn:.. ur. fwlwin[ t'....ut ON Y.M NVUI[.NN, .f tnl• NYt, Yfu N.l.l.w. Wu°WM[. I DUM 4tY•I. [„SnW Ac„l4twr411W llun nppa 1. ALL BERMS AND GRASSED AREAS SHALL BE SODDED .M [uu.n»•VD. P«ttvlun...I, pirt Ira)Wftwt Of Ib 1."," at..• ..It b .'..L„ se.. Ib. alz IN ACCORDANCE WITH THE APPROPRIATE SECTIONS "'•' OF THE ABOVE REFERENCED SPECIFICATIONS ' iai bI UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. •D°'..i a•'••'lr .et.� p1..unp. .:e.... c RY� Or., Ill e4.t .[ °IVh.. Y ntl Orr„.�Wt°Hn. .Olin • Y.l . nsr . „u.w •e en. UI v.• .fw an. u» pl pinnea� ALL SLOPES TO BE 4:1 MAXIMUM. , ri». ' 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 will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway. V'«. .h.11 w • au.w If t.raw n'•) t«Ir.. In nW9pt 1.„JutW Y .fb[ pl„tinp .M „Y b u»d 1............ ... t r.a«, Or r•11• [n wt pRPtna W[c1w t utNM cma. mount a om« w•n vc«r .uu °r pWntW to «°a roVP.. n.. „.p• «..nn.ar _o�pl�tw Lw•.[. Wth1n w1f1 tM[�h.. p1Nt1 N t. c«.• •N.• ...It W pWs„ I. ....W. rob„.1:u,I— .. Nru„.[ Lrnu 1p 10. Lwb Coun[Y. Dr« wY w .1. . p14V4.d. rpt'V0•d. n.Vt tMrpl{d •.d It to o°..' pt„.otl« x.1.° .:"NtNt" 1°bW«, 00«It ¢N.°�n•ll ... pl•.. V"..tN. lr •cPl.a.d. PAU L WTLM UNC. IMechanical • Electrical • Civil Englneering 4913 Oleander Ave. Phone Pt Pleroe, R. 34982 (407) 488-2722 J U N 2 4 1604 E' 'J l� e-� a . p t } 1 Y Li (1 5 r tih PA d G N 4'1 T i i IZOr/ ,ti0 ...11111! I �O, \AD,7 IV A �O, 3 I � k1' ti° �1 t AE 4 W ` r4 ni o / �XI`,TIt41(: VEC: STATION -to KEMAI►1• tic, 4' fN > \ \ ti titi p) y1,. ' rDp' 1 Zt10 WELL 1i5 ZI S Imo_. ♦°!/ °,� oD J �! lip +. ALr. Gcu�, \ k V1 a a \S +. .yh, f I �. - �- - ♦ r.i <♦•. t1.o'{ ('E`.F_�YG t'A�:'KItJI,. /� i LD./ ,L .L'rf R•,r F 5 �e.� C.. Lo. t+ L01 El �7 yy hE�lJ c v/ q, . ! 1 I qI :PT I 4y' N C - — Pt CPC" ED I TY t N 'mot LAWEJ P-I('WT (; Cc /C:4Cr:' O Wr iLK AREA. 3406 Sry I5o0 SF z ♦a° _ _ FF Ei T7,5 20' �6 Coo' 2�1 K A ZZ _ I 4— 1i l P(fcPaS.);D Pkr� � T i[ FOK SE Pik t- LJ 15,5 I pr^14FII�LD I _ A I' �— )•� „, 1910 ✓ -.— rd' 'v I n SITE PLAN - •.,..____1=L xl� ly LEGAL DESCRIPTION: The North 235.32 feet of the South 998.64 feet as measured on the east line of Kings Highway of the West 371.00 feet of the Northwest 1/4 of the Southwest 1/4 of Section 25, Township 34 South ,Range 39 East, St. Lucie County, FloriJa. Containing 1.621 acres, more or less. CCNCRETE SEE SPECS:• iv •• .•. 8' CC ACMD SAND • . 6 /— Parking Areas 4• min, slab B• sandor Other approved material compacted to 954 AASH'10 199 Max. density. Access Aisles 5• min. slab do to Parking 60 @ Drlveways wte; All Portland Cement Concrete Paving to have fc' - 3000 psi @ 28 slays; and sawn or tooled contraction joints @ 1S- oc each way. Joints to have depth of 1/4 slab thiclmess. Sawn jOunts to be constructed within 4 to 10 hours of concrete placexa:nt. Exterior slab edges depressed 46•. TYPICAL CONCRETE PAVING SECTION SEXI'._VI041 - _; 'rtI 215 rA A. Iw A40j i I —f ' l.• �' . •role• 0- II..M f+•rr • I�r�:�' _ ..... �:_:.,.----- ----fit--� TOP "EMI ' SNGLt PIPE L J- 17:-ND Pin (DINT PLNNITTm . sL. . r.. ,. s .... r....., •'M• lawn. ES .PpROVED PY Lk c " r,r..w. ,. ...Iq.. DR a] PIPE 0 fir INC UM DNIT PRIG "•` '•C •^ "' •'•"'•'•••i•Ww CULY foil MITERED END SECTION) „rw rr„o-'.N lo... CONICS MITERED END SECTION NIS J_ — SIGN �a PARKING DY DISABLED PERMIT ONLY 250 FINE HCPD PARKING SITE DATA: PROJECT NAME: YORK LAWNMOWER SALES SITE AREA: 1.621 ACRES BUILDING AREA: PROPOSED BLDGS: 3600 SF or 5.1% PROPOSED BLDGS COVERED AREA 1500 SF or 2.1% TOTAL BUILDINGS: 5100 SF or 7,2% PARKING CONC. 5836 SF or PARKING GRAVEL 3996 SF or 5.7% TOTAL IMPER7IOUS: 10936 SF or 15.5% TOTAL PERVIOUS: 59660 SF or 84.5% ZONING: CG LAND USE: COMMERCIAL PARKING REQUIRED: RETAIL 2566 200 14 SPACES SHOP I0-4 500 = 2 SPACES TOTAL SPACES REQUIRED 16 SPACES PARKING PROVIDED: = 16 SPACES H.C. SPACES REQ'D. 1 SPACES H.C. SPACES PROVIDED 1 SPACES NOTE: ALL PARKING SPACES 10' x 20' EXCEPT H.C. SPACES WHICH WILL BE 12' x 20' WITH 5' ACCESS WALK, PAINTED LOGO AND STANDING I.D. SIGN. KEY LANDSCAPING NOTES o EXISTING SPOT ELEV. ������ 0.00 FI'o Por,:E D �— PROPOSED SPOT ELEV. I W A>< M Y r_T L_ E f_% dR PALM t!l!1/\-A, DRAINAGE FLOW —p0--y SWALE DRAINAGE FLOW J� E G� V E &r TATIo hl 114 1: Z IN I! V- E O c rI D 15• ` C t T 09.00) ANoSCAPlMra3} AND ecnEEwNG [. os et D•xpw. r.mtuaw d ixn cnr.I .t•ern Lit di I. 1p9 .dL1 w ..•...o" Sn • pm«•.Sn»t »nn.r GENERAL NOTES: .o.0rat.v I. .oa»ton pl»...+ D ioil. ace IN, wa «y .f Swot ..bag. » Sera»3[» a.•orl wa ton .n.0 nr 1rrlva.e rn. ours .n.11 w r ,rii [n1• for tn° »Sobn.... of .I[ S.m.o•pin9' xn[m .e.11 w .LLnt.I Ma in . 99➢a aomuiPn ALL MATERIALS AND WORKMANSHIP SHALL BE IN to 1....nt n•.at.x not ...m..IV »P..[.vn. I... Ir»,.,... ACCORDANCE WITH THE LOCAL BUILDING CODES AND •"o a•°rt.. i.nt•na. au lemon. tw t.Yi.»..n[.l .+L gees t[•1 HCnin .LL n.[Y 190) e•r•. THE APPROPRIATE SECTIONS OF THE FLORIDA C_•r'..T N.•. DEPARTMENT OF TRANSPORTATION STANDARD i. Iwlllr SPECIFICATIONS FOR ROAD AND BRIDGE 9l»[ »bane W.a I. tmro[»». ato tn. prorblon. .r to "0 •lull a"°r.q m tee «•na»N ee rl.rta• Yo.1 ° CONSTRUCTION, LATEST EDITION, UNLESS w«.r..al... •Or.e...mxt.rifor......Yn.nb•` OTHERWISE AUTHORIZED BY THE ENGINEER IN Ivn..m Ora •m «•°e•m• ... No ..... .I'na.', per[ u, WRITING. THE CONTRACTOR SHALL rl••m. De'....' of ay.lnat.r. .m c.»n»r Sera». .nI.I 11E .r. e" 111• Sn tn. Di4» oe [n. Ce•.umtr D.r.l.P.r.[ [lL Dl rector, .uof .y»l tn...to. 41 DI. it 01a.l• q RESPONSIBLER NY OFF -SITE D , DAMAGE, •1.,1 p. I»mt-.m a..•.. ... I.t»t, .`A ... it Ni m.. .m »a.Wp,v rr...r ..m..m •..lw• D••t..r al...... \ a 6 \ (t rt. RESULTING FROM PAVEMENT SWALES r r THE CONTRACTOR HIS OPERATIONS, TO EXISTING ETC. SHALL BE RESPONSIBLE FOR ,. I., tn. uu.a. pa•n[ .na. tn.[ am•rn [o w lntol.l.na .l •" •" m»»ba•uW .. PP lei,�,uw •w'ip. voila., poo'mu pc°a.c. . w•nutr .m w.1111 o1 a.pr« .. u t. pru.na ....c.n».. autlomtt...p.11 »t °. .".Iftm C_ ".. It,t. cm.. Tr•.. INSPECTING THE SITE PRIOR TO BIDDING THE a»• .tau IN, 11,1 "111191111",v..Ca10 •p...a WORK AND SHALL TAKE INTO CONSIDERATION ANY o.r....r 9[.a.r mn «o�»n tls I e•.a ,n «. aWl. OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ..of uai n•r"`un0"pa .. [un.a to seen v° ITEMS AFFECTING THE INSTALLATION OF p. 9.I. [. .. »r I. .m.[...a I.I. 9...Va .t [nr» ul t. PAVING ... +a..I. ant•.• n,,... (Ill too[ rw.. To.» p•t. AND DRAINAGE. SHOULD UNCHARTED OR `r' •'• •"°•+ to °°" •t.o. IV- "••Inv • ii°°°• •P,••O' or n«on nu b.r. INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS Tr.. .v.i.....11 No. ari.1 ... noel I—, to BE ENCOUNTERED DURING CONSTRUCTION, CONSULT talv.[ .m n... • .""..1 .m on.-..+[ (I l,,•) I»n.. to.. •m o .-oaf uN I/Y 1 [••[ .m.. n. THE ENGINEER IMMEDIATELY FOR DIRECTIONS. vrwm v... 1»talon REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO a. u1 [.vet era ii .» m.L1 ta... aaw of sir. IV l b.t - THE SATISFACTION OF THE UTILITY OWNER AND .f OM.. from .m . W.[lv Is 1 [mt ...........a " `I. of pl•°"°v ENGINEER. .. T'.» .f .mui»+Im.• .»t..:. pow. to ..... a.,.v '•n•Lt pupil. .e»r. or ➢1". poitl..o... »t b ol.ntre aI... IW. t.LL» pis 1»t to.W4 IN.". ,to /� JOINT BET''WEEN NEW AND EXISTING P PAVEMENT `.I.. 11. tt t. `«• `4Df •ra» ,. .o»l I c,.n[.1 M. vl t.. p.rYl.r Y.pl➢p to. anl•W al..Wi.» SHALL BE TRIMMED, LAPPED, POWER -BROOM .n.0 ..,sire ui ba .w.P. .m es.. Iq e.» a.•p, .m a➢. wl.n w oon.[ro➢ts°. ,.vW r.»nu •tall b ee.r (4) CLEANED AND HOT SEALED PER D.O.T. l n.. [act .o»[a. [µao[➢m rlfp nWo.c a. sal rw0 ...N la.a..l or•va.a••t SPECIFICATIONS, r. Non. oe axe e➢uway W.a t. —.I,t.. r.yuar.»nb of W »nuom »1.1.0.. L.u..I.mn O C av ALL BERMS AND GRASSED AREAS SHALL BE SODDED Ilxm Tiu•1..onl W T .pinaMt°liY. IPruiUa Y.pparl. .m C..... t.0 Yp (AWti.l l.n III.). rift, (901 »r.... oe tp..rNm rm t au w .D•ol« .tn., tp.. »I, IN ACCORDANCE WI'PH THE APPROPRIATE SEC'IONS OF THE ABOVE REFERENCED SPECIFICATIONS 1. aYrub .m M.e9.. aerow .• ..amw. of .+vet..n nn In.w. b sa9pt UNLESS OTHERWISE AUTHORIZED BYTHE ENGINEER. rp.0 npvi r.G`•ie.1i a�ai.i:e :.a :.ay.ui`,ue°.. »xto I... I.. Ill [oat or a9p.r . rirt ,y-.np[oNM .oL40 [tsWl ..w. ».I— of .» I r»..tI,.r tp. Uu et p1.. ALL SLOPES TO BE 4:1 MAXIMUM. a. el-. 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 will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway. vice• .pui w . au.w oe 1W1.. 02.) uwb. l0 .ap.c l••.ela[ay sear pa»unV .m ..r p• ...it to ponTun. I. atq bow., or al. to »a 'n.i..l w[cl •[ s. a.00m corn gleam • otn.r e.•° •. •oat . pt.0em to ...e ...via• o...uv .upin a» ul e...«.r plmtt.v. • ben tree. D[u• .r••• .»ll w pl.°ba la I".I.. not»[lr 9.On^ •. V.[u Mnt 3•Nu In Gt. '. or r C.unty. aru. •r••• to w •ma.., pl o9a•a, rDct Vp•e. O ». .e. •.vpt [na r.lia .m No" In 1W1» .t et.•t .i•N .Ypf»C CO . Wl.n. Hm "'I",Iw .cite .m I. Wm, prKNtly uu IYcrr r Xal n. t.R•a v.11 n..p!•t• .o.rr..r b •.N•vm. FAtUL WJ LM UNC. Mechanical • Electrical • Givll Engineering 4913 Oleander Ave. Phone Ft Pieroe, Ft. 34982 (407) 466-2722 tUN 19 1. U. i L�1 � I Imo, �(1 Y w ILl- 1 SbE l I�� AEA 9 5 . Mr .rpt_ Kcvoi«l!r �j -O.J'MiNlLIVU00 14)c'IN �sae, it, o. c . vl/(I) 4xrf_c or If �" FL D,LJ Ew141 �31DE +y15�L To Go.1 LKET a "iL.�B F1I..Y_ pKp0PIvJC-. U.L. I — � 1 - U „ I Gor1TIrlJvtli I� � 3F6• - Mere.t_ FLvnP PJrJrJ[.tt I r--Gv�IGRGTF �il.wra. , 1 HOUR WALL DETAIL $/II 1 N METAL ROOF GUTTER AND DOWN SPOUT SYSTEM METAL SIDING PRE -ENGINEERED - STEEL STRUCTURE 8' PURLINS R-19 INSULATION 2 x 4 ACOUSTIC CEILING -' SUSPENDED FROM STRUCTURE R-11 INSULATION 1/2' DRYWALL ON 2x4 STUDS @ 16' O.C. BOND BEAM (BLOCK) - - -- - - -� WITH (1)-#7 CONTIN. 1/2' DRYWALL ON 1' P.T. FURRING STRIPS R-3 INSULATION (3) - #4 CONTIN. SEE SLAB SCHEDULE 7 — e SEE FOOTING SCHEDULE WALL SECTION SCALE 1 1/2' = 1'-0' f a i 8' CONG, BLOCK WALL WITH #5 VERT. REINF, IN CONC, FILLED CELLS @ 4'-0' O.C. .o STRUCK LoIrIT`. /ce — — - - 1' STUCCO FINISH —� FINISH GRADE `- #5 DOWEL- TO FTG, FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL LOADING OF 2500 POUNDS PER SQUARE FOOT. PROVIDE TEST REPORTS TO VERIFY SAME. 1 -T J SHOWROOM I - ---1 I I- - -- ( CI F 7i, K y6f C• DR. Ar F1r: RATE17 i1 I ii �U.ltl a 00 \9 of I I a ,x �S 1 I 3'x 3' INK, FIRE KATED FIfFD ta GLASS, Ir46COWT- _FILL_ ev M erAL.OF - WORKSHOP . I 3'(6e S,r-, DZ, I t^I/CLOSES G KAL EAG MICGoF "9 tc 1APO=j:ii i�syJlfiyr G rev I `� I _ (J rho , I GRAB wK � O 5'-0' `41, I ze ' e° 4:1 (n o� : C + 3,x4 FLED 3.4na5 a. u�SE� I � 17Z, IH� FIKE TELG � II 30V Pc,- KET DO C �C L OFFICE PATEU`Rr,lal I ° PEA UI- pEtA1(„ �I # 114ZZ F Fl F_ L k F4 I i --- - -- - - 4' FJWAUST FAN- L g" 8„ 20'-O FOUNDATION SCHEDULES: 24'-0" wj� I CANOPY S LO F;_ T WuUs� 'CIE COUNTY SUiLI)IN 3 IIIV,SiON FOR COMPLIANCE <EvIrWED 8Y I I L..tl OoC S4 Aj"f PL Ri 1T 24'-0" I MxpMi k 'Mohi MCM 3k* S-1 4" THICK 3000 PSI POURED CONCRETE WITH F-4 6'-4" x 6'-4" a 2'-0" DEEP 3000 PSI FLOOR & FOUNDATION PLAN 6" x 6", 010/10 GA. WELDED WIRE MESH ON POURED CONCRETE FOOTING WITH f 4 BARS @ SCALE 1/4' = 1'-0' 6 MIL VISQUEEN OVER TREATED COMPACTED 6" O.C. EACH WAY BOTTOM AND WITH f4 BARS � Lw ^/6x„x� R• FILL. @ 1'-0" O.C. EACH WAY TOP. HOOK ANCHOR • you �"r' �/ PIERCE F-1 POUR" x x 2'ING DEEP 3000 PSI BOLTS UNDER MAT @ BOTTOM. �*_L * Interw 11f jh lury'i W P%V TIOM BUREAU POURED CONCRETE FOOTING WITH f 4 BARS @ CONCRETE F-5 3'-0' : 2'-0" x 2'-0' DEEP 3000 PSI pEy 'yr� Br �aXT�,�YflEN 6' O.C. EACH WAY BOTTOM AND WITH f4 BARS @ 1'-0" O.C. EACH WAY TOP. HOOK ANCHOR POURED CONCRETE FOOTING WITH f 4 BARS @ 6' O.C. EACH WAY BOTTOM AND WITH f4 BARS Flame Spread mating BOLTS UNDER MAT @ BOTTOM. @ I' -ON O.C. EACH WAY TOP. HOOK ANCHOR , _, A �' tl..�u�' Class FOR CODE COMPL1AN P-_ ' ,- " ,- S 0 x x 2 0" DEEP 3000 PSI BOLTS UNDER MAT @ BOTTOM. Exit Ways ,tdi,i �g• °i "° °w��wl tL1 PH * 467.2312 DATIL ' Lv POURED CONCRETE FOOTING WITH f 4 BARS @ CONCRETE F-6 1' - 6" z 0 10' DEEP 3000 PSI INTERGRAL vr�s�'• ����� IVitf!1EJ'.±�Wa 6" O.C. EACH WAY BOTTOM AND WITH f4 BARS POURED CONCRETE TIE -ROD FOOTING WITH 2 f SUBJECT SUBJECT IT D: @ 1'-0" O.C. EACH WAY TOP. HOOK ANCHOR 5 RARS CONTINUOUS. HOOK ENDS AROUND COLUMN ANCHOR BOLTS, TYPICAL EACH END. s ST. LUCIE CO.-fT. PIERCE FIRE PREVENTION CODE T.iLLIC BOLTS UNDER MAT @ BOTTOM. 2. LIFE 1:-IrT, Y CODE-tq P-3 POUR' x 61-4"F-7 x 2'-0" DEEP PSI 1'-6' x 1'-0" DEEP 3000 PSI INTEGRAL 3. sTAYEfiRF MAR9NAl'S Rakt POURED CONCRETE FOOTING WITH f 4 BARS @ CONCRETE 4 BA POURED CONCRETE MONOLITHIC FOOTING WITH '— -- -^ - 6" O.C. EACH WAY BOTTOM AND WITH f0 BARS 3 4 4 BARS CONTINUOUS THROUGH ADJACENTPOVFINGS. ' @ 1'-0' O.C. EACH WAY TOP. HOOK ANCHOR BOLTS UNDER MAT @ BOTTOM. ]PAUL WIRQZH mqc. Mechanical - Electrical • Ctvll Englneering 4913 Oleander Ave. Phone . Ft. Pierce, FL 34982 (407) 466-2722 JUN C J M, NORTH ELEVATION SCALE 1 1/8' = 1'-0' SOUTH ELEVATION SCALE 1 1/8' = 1'-0' EAST ELEVATION SCALE 1 1/8' = 1'-0' r r L WEST ELEVATION SCALE 1 1/8' = 1'-0' PAU L WI LICH DIC. Mechanical • Electrical • Civil Engineering 4913 Oleander Ave. Phone Ft. Pierce, FL 34982 (407) 488-2722 'JUN 9 LL- � 1 . 1 c `LL Y L� ME yo St�N ELL-C,T, P►�U / Pc1,EE- #' /14)15 r; 15 V. F, ELECTRICAL PLAN SCALE 1 1/4' = 1'-O' m F.F 11 We &FL 2-4 P, i 4' EXHAUST FAN �y lM" i 240 WP CIFI © TYP. THIS AR-E.A LIGHT FIXTURE SCHEDULE: A CRESCENT 24GP44OAl2 WITH (4) F32 T12 CW B CRESCENT SCF240-8T WITH (4) F32 T12 CW C CRESCENT AWB 240 WITH (2) F32 T12 CW D STONCO LPMR 175MA WITH 175W MH E LIGHTOLIER UXE8WRWFL F LIGHTOLIER CA-2 G PEACHTREE PTC7/PCB7100 WITH Q45 PAR 38 FL - 130V. 1 I I ELECTRICAL KEY WIRING RUN IN CONDUIT SWITCH LEG '—„ HOME RUN TO PANEL SINGLE POLE SWITCH - THREE WAY SWITCH 'E)- DUPLEX CONVENIENCE OUTLET .. DISCONNECT SWITCH MOTOR OUTLET WALL BRACKET LIGHTING FIXTURE O LIGHT FIXTURE TYPE GFI GROUND FAULT PROTECTION WP WEATHERPROOF TC TIME CLOCK OPERATED - PROVIDE TC'S AS RDU'D v PHONE OUTLETS TO BE PREWIRED BY OWNER - VERIFY EF EXHAUST FAN C CONDUIT O JUNCTION BQX NOTE: PROVIDE DISCONNECTING MEANS FOR ALL EQUIPMENT PER NEC. PANEL% "F- P MAINS, 10M.L.O. AMAIN BR TYPE, SO. '' D '' or ITE BUS RATING, 225 MOUNTING, P-RIECESS ZISURFACE VOLTAGE, 1���� KT . CKT I 40. OLES AMPS DESCRIPTION NO. POUS AMPS DESCRIPTION I i zo !-I 2 I ZO WALL- FAIN 3 4 Z 5o Zz,� V o,)TI-P_T 5 6 Z SO 7 B 7- 9 1 10 ?- 50 11 Ri C- 12 7, 70 5 Toni P..N,u 13 114 Z 7o ' 15 16 17 5Pa. KE- 16 20 i 22 Y 24 26 7 128 130 31 32 3,1 34 35 36 37 30 39 40 7. 42 3 # 4/0 TIR V IN 2-1/2" C o P-2„LP„ 5 AMP 3W, SN 120/240/1/60 MAIN BR r--- #4 CU CRND. - r LEC ■ ■ DAIS ■ r NITS ELECTRICAL NOTES ALL ELECTRICAL INSTALLATIONS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.E.C. (NFPA NO. 70) AS AMENDED, AND ALL LOCAL 6 STATE CODES IN FORCE AT THE TIME OF CONSTRUCTION. GROUND SYSTEM IN ACCORDANCE WITH ARTICLE 250 N.E.C. SYSTEM VOLTAGE SHALL BE 120/240 VOLT, SINGLE PHASE. PANELBOARDS AND LOAD CENTERS SHALL BE SQUARE 'D', OR ITE, OR APPROVED EQUAL. ALL CONDUCTORS AND BUS BARS SHALL BE COPPER. ALL MATERIAL SHALL BE U.L. APPROVED. PROVIDE ALL NECESSARY PERMITS REQUIRED. PROVIDE TEMPORARY SERVICE FOR USE BY ALL TRADES AS REQUIRED DURING CONSTRUCTION. PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANELBOARD. CONTRACTOR SHALL MAKE FINAL ARRANGEMENTS FOR TELEPHONE AND ELECTRICAL SERVICE. VERIFY TRANSFORMER LOCATION AND SERVICE POINT'S FOR ALL ULTILITIES PRIOR TO BIDS. IPAUL vv 1{illl CH ETC. Machanloal • Electrical • Civil Engineering 4013 OlNnder Ave. Phone FL Pleroe, FL 34962 (407) 466-2722 04 0 d f e� ® `c6 F 8 0 U eI 9 d Y1 5 MEIHANICAL NOIFS: AI,I. WORK SHALL COMPLY WITH ALL FEDERAL, STATE, COURri -��- ANI1 LOCAL. CODES, LAWS, RUGULATIONS AND ORDINANCES API'WrIRG THE WORK IWLUD1NG THE STANMRD BUILUING COI Yi, 'IHE S`rANDARD PLL24BI14 CODE, 1111E S'rANMRD millihNICAL CODE, WPA, NFUU, ASIUW3, ASME, ASA, ALL p jitE MA16HAL REQUIREWRI'S, AND ALL WVEItNMENTAL R,3JUIR1 cans IN FORCE A'r TI1E TIME OF O0145'1714UCVION. cyIIOINAPE WORK WITH 0LHER 'I1WH:S. VE1c1FY LOCATION OF ALL EXISTING AN11/0R PROPOSED UTILITIES. PIo31IW ALL DEWA'rER.ING W RiUUIRED FOR THE PItOPER EXLAWrION OF THE WORK. PIAYPECr ALL WORK, FINISRLD OR UNFINISHED, AGAINs-r W"E PRDM ANY CAUSE. DWZE.D OR INJURED KNMRIAL.s, FIA7URES AND DQUIPMENT WILL BE REJEL-rED. RVAC SCHEDULES AND NOTES HVAC Unit shall be Trane or equal split DX systems, 240/1/60, 10.0 SEER, with Heat Sr -rip as indicated. UPit shall be 5.0 ton unit TTR760 with TOV060, 2000 cfm with 10.0 KW Heat Strip. M,1unt unit on plenum stand for return air. provide fire dampers at all wall/ceiling penetrations as may be required to maintain fire ratings of same - verify requirements (Pertains to all ductwork penetrations). provide single source power for AHU/Heat Strip with provision for individual disconnect at unit. Install all Units to be completely accessible. L,yble all AHU's and respective condensing ,its with plastic Tables. Refer to Architectural -Sections for ceiling height restrictions - all equipment and materials shall fit in the space provided. Mpke modifications as required to accomplish same. Reg isters/Grillas/�iffe,er8 shall be Ketalaire or equal unless otherwise scheduled - all aluminum construction unless otherwise required to meet fire ratings. S,ipport independently from ceiling system. SA•D's (supply air diffusers) shall be series 5000, M-2, S-4, D-5, of the sizes shown. S_l: one way; S-2: two way, etc. Provide ocher air patterns if shown on the plans. U`.less otherwise noted, shall be 6' x 6,9" x ; (up to 125 cfm); x 9" (130 to 290 cfm); 12" x 12" for 300 cfm and larger. Faust registers shall be RHD. Provide 1 Ex"oust registers on all ceiling openings to ex:naust systems or intakes. . Vs shall be type RHF - of sizes shown, RA th 1" T/A filter. wi ovide condensate drain lines from each AHU r�:n to sump at building exterior. Insulate a11 condensate drain lines above grade. pa.:nt all HVAC grilles/registers/diffusers white. All refrigerant piping shall be Type "L" Soft Drawn copper with sweat end wrought copper fittings. Run refrigerant lines for eaNh AHU to respective A/C condensing unit. Insulate all refrigerant lines as required per Mechanical Code Table 610. Exhaust fans shall be Greenheck or equal with BDD's, 120/l/60, of cfm's scheduled at 0.125" SP. Run exhaust duct from each fan to separate grille in soffit or to weatherproof wall scupper. Provide CRD damper at fan if required. Provide outside make up, air for each AHU. Set. .cfm at 10% unless otherwise noted. Provide volume damper at each connection to unit ductwork. Coordinate grille location in soffit or weatherproof wall scupper and provide filter and fire damper. Provide thermostat for each Unit - Honeywell, Trane or equal "On - Auto" fan and "Heat/Cool" settings. The Contractor shall furnish a complete matched -component HVAC system in accordance with these drawings, local codes, and the latest editions of NFPA 90A 4 908, ANSI 0--9.1 Mechanical Refrigeration, SMACNA, ASHRAE, and State of Florida Energy EfficiencyCode for Building Construction 1993, Section 4. The Contractor shall obtain all required permits and inspections from governing agencies and furnish a written guarantee that all work shall be free from defects in materials and workmanship for a period of onu year from the date of equipment start up and final acceptance. Manufacturer's Lnntructions and guarantees shall be given to the owner. f' Vp 250 �FM % 4 ?50 CFr� 5 4 VIP D wmmw Z b c' I � 7 5-4 Z5o F4 j P 14x IZ vD 41r 'f T 9 �D ✓ 9,fL 250 �FP'1 Ic x Io 4-4 1 vD ISO 175 175 Crt+( CFM 0Fr-j 5-4 6-4 5- 4 HVAC PLAN F- a I U 1K Zd1l�� A/ — Tc N n EX 9-0 ¢ FP,J , -7400 CFill L F, L PLUMBING RISER I c. o I ' To �5Prlc- -r^Or- �, VKAIIJ FIF-LV TS 1P'A1U1(. 7MTX E{I WC. Mochnnlcsl " Elnctrlcnl " CMI FngIrt". tnq 4913 Olenndnr Ave. Phone Ft. pierce, FL 34982 (40T) 4038-2722 09 X 0 V d O d F" H SWIFT HIPIM S S