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PSL Moving & Storage - 20080474
Component Performance Method for Commercial Buildings - A ENERGY EFFICIENCY CODE FOR BUILDING'CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2. PROJECT NAME —PORT ST. LUCIE MOVERS :ADDRESS: _FT. PIERCE OWNER _PORT.. ST•. LUCIE MOVERS AGENT: Form 40OB-97 PERMITTING OFFICE: _ST. LUCIE COUNTY CLIMATE ZONE: _6 PERMIT NO: _00-000 JURISDICTION NO:_661000 BUILDING TYPE: _Business .(Office) CONSTRUCTION CONDITION.: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: 14400• NUMBER OF ZONES: 1 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 5 COMPLIANCE CALCULATION: METHOD B DESIGN CRITERIA_:. RESULT ENVELOPE PERFORMANCE 32.03 70.81 PASSES OTHER ENVELOPE REQUIREMENTS PASSES LIGHTING INTERIOR LIGHTING 20000.00 27016.25 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER- 10.00 10.00 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Unconditioned Space 6.00 4.20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 0.97 0.88 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating w/o H 0.90 0.99 FAILS ----------------------------------------------- r----------------------------- COMPLIANCE CERTIFICATION: i hereby certify that the plans and specifications covered by this calcu- l-ation are in compliance with the Florida Energy Efficiency Code.' PREPARED BY: DATE: I hereby certify that this building is in compliance with the Florida.Energy Efficiency Code. OWNER/AGENT: DATE - Review of the plans and specifica- tions covered by this calculation. indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance -with Section 553.90&, Florida Statutes. BUILDING -OFFICIAL: DATE: Ihereby certify(*,) that the system design i in compliance• with the- FloridA Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE. ARCHITECT MECHANICAL: PLUMBING ' ELECTRICAL: S.W. LIGHTING MR 1 61. LUCIE, FL 34984 ' "' (*) Signature is required where Florida la ires design t6-be performed by registered design professionals. Typed...lamLys and registration numbers may be used where all relevant information is contained c: ^ Tned/sealed plans. 1 { L BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401.--� ---- GLAZING --ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading ---- ---- ---- -------------- Area(Sgft) ---------- -r- ------------------ North Commercial 1.31 .01 .0 None 84 East Commercial- 1.31 .01 0 None 9 - Total Glass Area in Zone 1 = 93 Total Glass Area = 93 402.------WALLS--ZONE 1------------------------------------------------ --- Elevation Type U Insul R ------------- Gross(Sgft) ----------- ----------------------------------------- North 811CMU/3/411ISO Btwn 24"oc/5/8"Gyp 0.151 4 1600 Southn 811CMU/3/4°IS0 Btwn 24110c/5/8"Gyp 0.151 4 1600 East 8"CMU/3/4"ISO Btwn 2411oc/5/8"Gyp 0.151 4 3600 West 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.151 4 3600 Total Wall Area in Zone 1 = 10400 Total Gross Wall Area = 10400 403.------DOORS--ZONE 1------------------------------------------------ --- Elevation Type U ----- Area(Sgft) ---------- --------------------------------------------------- North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 21 Total Door Area in Zone 1 = 21 Total Door Area = 21 404.------ROOFS--ZONE 1------------------------------------------------ --- Type Color U Insul R ------ ------------ Area(Sgft) ---------- ------------------------------------ Mtl Bldg Roof/R-19 Batt Medium .051 19 14400 Total Roof Area in Zone 1 = 14400 Total Roof Area = 14400 405------- FLOORS -ZONE 1------------------------------------------------ --- Type Insul R ------- Area (Sgft) ---------- ------------------------------------------------ Slab on Grade/Uninsulated 0 14400 Total Floor Area in Zone 1 = 14400 Total Floor Area = 14400 406-------- INFILTRATION --------------------------------------------------- --- CHECK Infiltration Criteria in 406.1.ABCD have been met. MECHANICAL SYSTEMS - CHECK - - HVAC load sizing has been performed. (.407.I.ABCD) 407.------COOLING SYSTEMS----------------------------------------------- --- Type No Efficiency IPLV Tons ---------------------------- ------------- ------------------- -1. Split System 4 10 1 5.00 4.08------- HEATING SYSTEMS----------------------------------------------- --- Type No Efficiency ---------------- BTU/hr 1. Electric Resistance 4 1 31420 409.------VENTILATION ---------------------------------------------------- --- CHECK Ventilation Criteria in 409'.1.ABCD have been met. 410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- --- CHECK Duct sizing and design have been performed. (410.1.ABCD) - AHU Type Duct Location R-value -;---------------------------- - - - - ------------------ - - - - --------- 1. Packaged Constant Volume Unconditioned Space 6 CHECK Testing and balancing will be performed. (410.1.ABCD) 411:-----PUMPS AND PIPING -ZONE ----------------------------------------- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING- SYSTEMS- 411.-----PUMPS AND PIPING -ZONE I --------------------------------------- Type R-value/in Diameter Thickness -------------------- ------------------------------ 1. Non -Circulating w/o Heat 4.2 .5 .9 412.-----WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons --=------------------------------------------------------------- 1. <=12 kW .97 0 4.2 40 ELECTRICAL SYSTEMS CHECK 413------ ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413.1.ABCD.have been met. 414.-----MOTORS ---------------------------------------------- ------ - - --- --- Motor efficiencies in 414.1.ABCD have been met. 415.-----LIGHTING SYSTEMS. -ZONE 1--------------------------------------- ---- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- ----------------- ------------- --- --- ------ ---------- Reading, T 1 On/Off 24 20000 14400 Total Watts for Zone 1 = 20000 Total Area for Zone 1 = 14400 Total Watts = 20000 Total Area = 14400 CHECK -Lighting criteria in 415.1.ABCD have been met. ;_6. Operation/maintenance.manual will be provided to owner.(102.1) - - - A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT TITLE PORT ST. LUCIE MOVERS BUILDING TYPE Business (Office) BUILDING LOCATION ST. LUCIE COUNTY BUILDING AREA(ft2): 14400 BUILDING ENVELOPE COMPONENT PERFORMANCE WALL ORIENTATION WEIGHTED AVER. N NE E SE . S SW W NW DESIGN CRITERIA WALL 1600 3600 1600 3600 0.01 0.285 GL- - a4- 9- 0- - 0- - WWR WWR SC 0.010 0.010 0.000 0.000 0.01 0.500 PF 0.00 0.00 0.00 0.00 0.00- 0.00 VLT - 0.00 0.00 0.00 0.00 0.00 N/A Uof 1.310 1.310 0.000 0.000 0.66 1.150 W Uo 0.15 0-.15- 0.15 0.15- 0.15 0.371 HC - 21.00 21.00 21.00 21.00 21.00 1 IP 3 3 3 3 3 N/A L 0 A D S TOT HEAT 0.270 0.387 0.155 0.367 1.178< 3.413 COOL 4.549 11.161 5.345. 9.796 30.851< 67.402 SUM 4.819 11.547 5.500. 10.162 32.029< 70.815 ******** PASSES ******* OTHER ENVELOPE REQUIREMENTS MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS: DESIGN CRITERIA Percentage of Roof Area in Skylights 0.000 = 0.0000 n MAXIMUM ALLOWABLE Uo: Roof 0.051 < 0.0868 n ******** PASSES ******* 'ROJECT TITLE PORT ST. LUCIE MOVERS ..BUILDING TYPE Business (Office) 3UILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2): 14400 LIGHTING SYSTEM PERFORMANCE BUILDING DESIGN : Interior Lighting Power 20000 W 1.39 W/Gross ft2 Exterior Lighting Power 0 W INTERIOR LIGHTING: CRITERIA: Space No. Type Area Clg Ht SpacesAF UPD PB LPB Total LPB 26 14400.0 20.0 1 1.04 1.80 1.8'8 27016 27016 Unit.Power Density 1.88- W/Gross ft2 Interior Lighting Power Allowance 27016 W r r � + ******** PASSES ******** EXTERIOR LIGHTING CRITERIA: AREA AREA AREA OR ALLOWANCE :CODE. DESCRIPTION LENGTH WATTS -Exterior Lighting Power Allowance 0.00 W **** Not Applicable.**** LIGHTING SYSTEM CONTROL REQUIREMENTS: SPACE NO. CONTROLS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2_ NO. TOTAL EQUIVALENT CONTROL POINTS. DESIGN CRITERIA 26 Reading, T 14400.0 1 On/Off 241, 0 24 > 13 ******** PASSES ******** PROJECT TITLE PORT ST. LUCIE MOVERS BUILDING TYPE Business (Office) BUILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2) : 14400 HVAC SYSTEM REQUIREMENTS: Cooling System Type Measure #1 #2 Minim. #1 Minim. #2 System Eff.#1 System Eff.#2 Result for #1 Result for #2 Split Sys. SEER 10.00 0.00 10.00 1.00 PASSES ."ieating System Measure Minimum Req. Efficiency Result Resis. Et 1.00 N/A ******** PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone # Duct Location Minimum R-Value Design R-Value Result 1:' Unconditioned Space 4.20 6.00 PASSES ******** PASSES ******** PROJECT TITLE PORT'ST. LUCIE MOVERS BUILDING TYPE Business (Office) BUILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2): 14400 WATER HEATING SYSTEM REQUIREMENTS System IMeasurel Minimum I -Maximum I Design I Design Result ]PAUL' WELCH INC. Mechanical Electrical •-Clvil - Engineering 1984 S.W. Biltmore St. #114 Part St. Lucie, FL 34984 ' Phone (407) 785-9888 FAX (407) 785-9933 APR 1" 4 2000 date: MANUAL "N't HVAC WORK SHEET ROOM: AREA: 2 S 2d sheet L of 4 JOB:- ZONE: 1 WALL................ 216 ST x 3 , (��. _ 'l 0 G `1, WALL. 1,16 SF x. C WALL ............... — Sr x 4• (v = . �05 WA.r•r•............... gdo SF x GLASS...........-.... SF x = r ... . GLASS......... 30 SF x 49 = .04-110 GLASS .............. SF x i 9 l 10 GLASS.............. SF x = r ROOF .................... 23� SF x 2' Z = 5 l o 4- LIGHTS...... , ............ 01D0 W x 3.41 = 1 364b . PEOPLE................... .160 _. &606 IMF= (62-89) ............. 20 0 cf1w x 4 523�3 Sula Total _ 5* duct losses 15 T TOTAL. = 53.g44 a 8 PAUL .WEE]LCH INC Mechanicaf..El&"cal -..Clvl1 .Engineering -1984�S.1N. Biltmore St. #114 Port SL Lucie, FL 34984 Phone (407) 785.9888 FAX (407) 785-9933 -- APR; �' 4 2000 date: sheet L of HV= NAWAL "N" ". WORK SHEET ROOM: UV' E AREA: Z JOB: ��L 1(1n6V1 s't°i' ZONE: WALL ............... Sr SF x `� WALL. x.......:....... L52a SF +3u WALL............... �dO Sr x . �• = 3� 6 WALL ............... 400 SF x i" GLASS ............... SF x �. GLASS.............. SF x GLASS.............. SF x = W GLASS .............. SF x = ROOF...... ............. (21AD SF ' X. 21100, LIGHTS'.. W x 3.41 = l 6 3 b 4 PEOPLE,._. IxFIL. I;6z—s9� .............. cfat x " 3 l I �i- Sutra Total s 5*,, duct. losses: TOTS Cfmr 4 2400 Rhode Island Avenue Ft Pierce, FL 34950 (v�ew Construction Jurisdiction: , `- Occupancy: Address: a Contractor Contractor's Address Architect/Engineer: Building Owner: Occupancy Type: Gross sq ft: Occupant Load: Construction Type: ST LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW ( )Tenant Improvement ( )Addition SLC Port St Lucie Moving and Storage 5801 S. US 1 Georgiton Construction PO Box 3230 Paul Welch Storage/Business 14,560 NOTE Telephone: 561-462-2312 FAX: 561-462-2323 ( )Renovation/alterations ( )Shell Only F. P. B.: B-00-283 Building Dept: 20080474 Number of stories: 2 Phone # 561-466-5489 City: Ft. Pierce Phone # 785-9888 Review Date: 10/26/00 Automatic sprinklers: Net sq ft: Based On: SBCCI Type: 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Permit fees are required to be paid in full prior to any inspections. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. A copy of the required revisions/s have been transmitted to the Architect ( ) Contractor ( ). REVISIONS .REQUIRED KNOX BOX IS REQUIRED ( ) rr � I� \1. The storage portion of the building is approximately 12,160 square feet in size, therefore the area shall be separated by one hour rated wall assemblies at intervals not to exceed 3000 square feet in area as required by Section 704.3.1, SBC, 1997 edition. The use of this facility meets the defintion of "tenant" as defined in Standard Building Code. Walls shall be constructed and sealed to the underside of the roof deck. Penetrations shall be of proper UL design. �2. Door and jamb assemblies shall be a minimum of 3/4 hour rated with door closers. 3. The storage area is required to have one 2A-10B:C rated fire extinguisher every 75 feet of travel distanc 4. Automatic fan shutdown is required for the HVAC system. See attached requirements for duct detectors Provide emergency lighting fixtures for the stairways. ---6. Provide interior stair encloser detail and rating. 7. Provide additional exit and emergency lighting due to revisions required. Reviewed by: / . L Date: 10/26/00 A., St Lucia county Health Unlit Environmental Health 00 She Plan APPIOMOd For. construction SUP & All PWIDUS Sft® plans For DSD ROOM L C'r, r f- 16- %Vkp- UA Lr Igo fe,, LO'Y & 411 vj CO 1, 5"vlr- L Lr- 'o-1 4 JIL PAUL WELCH INC. 1984 S.W. BILTIV16RE ST, SUITE 114 t,�l 6 V I PORT ST. LUCIE, FL 34984 • � sr or STATE OF FLORIDA PERMIT DEPARTMENT OF HEALTH DATE PAID F. ONSITE SEWAGE DISPOSAL SYSTEM FEE PAID CONSTRUCTION PERMIT RECEIPT Authority: Chapter 381, FS & Chapter 10D-6, FAC CONSTRUCTION PERMIT FOR: [- ].New System [ ] Existing System [ ).`Repair [ ] Abandonment APPLICANT: PROPERTY STREET ADDRESS: Y [ ) Holding Tank [ ] Temporary/Experimental ( J Other(Specify) LOT: - BLOCK: SUBDIVISION: AGENT: PROPERTY ID #: [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER] [OR TAX ID NUMBER) U SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 1OD-6, FAC. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE OF ISSUE. DEPARTMENT OF HEALTH APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. SYSTEM DESIGN AND SPECIFICATIONS T [ ) (GALLONS / GPD] SEPTIC TANK/AEROBIC UNIT CAPACITY MULTI-CHAMBERED/IN SERIES:[ J A [ ] [GALLONS / GPD] CAPACITY MULTI-CHAMBERED/IN SERIES:[ ] N ( ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GAT -TONS) K [ j GALLONS PER DOSE DOSING TANK CAPACITY DOSE -RATE [ ] PER 24 HRS NO. OF PUMPS: [ ] D [ J SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ J SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ J FILLED [- ] MOUND [ ] I CONFIGURATION: ( j TRENCH [ ] BED [ -] N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ ] [INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT E O BOTTOM OF DRAINFIELD TO BE [ ] (INCHES/FT) -[ABOVE/BELOW] BENCHMARK/REFERENCE POINT L D .FILL REQUIRED: ( ] INCHES 0 EXCAVATION REQUIRED: [ ] INCHES L T H e :. E R SPECIFICATIONS BY: TITLE: APPROVED BY: TITLE: DATE ISSUED: CHD EXPIRATION DATE: DH 4016, 10196 (Replaces HRS-H Form 4016,[page 11 which may be used) (Stock Number: 5744-001-4016-0) >A Building Department Page 1 of 2 /INSTRUCTIONS: ,l PERMIT NUMBER: Permit tracking number by County Health Department. ' APPLICATION FOR: Check type of permit; if "Other" specify type in blank. 1 APPLICANT: Property owner's full name. / TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character ID number for property. (Health Department may require property appraiser ID# or section/township/range/pareel number.) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter 10D-6, FAC. DRAINFIELD: Minimum specifications from Chapter IOD-6, FAC. OTHER: Other specifications, such as operating permit requirements, low -volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by County Health Department. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. FEDERAL*, f 1798 AGORA CIRCLE S.E. SUITE 5 PALM BAY, FLORIDA 32909 dr. k-ANGINEERING & TESTING 1845 N.W. 33RD STREET POMPANO BEACH, FLORIDA 33064 FIELD DENSITY TESTS OF COMPACTED SOILS DATE: 12/20/00 ORDER NO: 00-2748 PERMIT NO. 20080474 _ CLIENT: GEORGITAN CONSTRUCTION % CARLOS QUINTANA ADDRESS: P.O. BOX 3230. FORT PIERCE FLORIDA 34948 PROJECT: PROPOSED BUILDING PAD - BASE OF FOOTINGS — AnDRESS: 5801 SOUTH U.S. 1 FORT PIERCE FLORIDA MATERIAL DESCRIPTION: BROWN SILICA SAND FIELD DENSITY METHOD A.S.T.IvL D-2922 DRY DENSITY P.C.F. IN THE FIELD 106.7 106.4 105.2 % MOISTURE 6.1 7.7 7.7 % COMPACTION IN THE FIELD 99.6 99.3 98.2 % COMPACTION REQ. BY SPECS 95% DEPTH IN INCHES 12 PROCTOR T-180 A.A.S.H.T.O. METHOD Proctor Value 107.2 PCF Optimum Moisture 12.5 % Pecent Passing 3/4" Sieve 100 % Laboratory Number 2934 LOCATION: NW CORNER OF FOOTINGS LOCATION: SE CORNER OF FOOTINGS 110 LOCATION: SW CORNER OF FOOTINGS 108 PROCTOR T-180 A.A.S H.T.O. 106 % Moisture Dry Density 8.6 104.3 104 12.2 107.0 15.2 102.5 102 S 10 12 14 16 ALL TEST RESULTS COMPLY WITH SPECIFICATIONS UNLESS OTHERWISE NOTED WITH AN ASTERICK ("). REMARKS: TESTED BY: SL CHECKED BY: AS As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Respectfully submitted, �® /if, f- SSAM S. NAAMANI, P.E. FEDERAL ENGINEERING & TESTING FLORIDA REG. #39584 1 JAN 4 �i STORAGE PORT ST. LUCMmMOVING & �_. 7410 South U.S. 1 Suite 102 Port St. Lucie, F.. 34952 (561) 335-9955 Fax (56"1) 973-1277 September 27, 2000 Mr. Joe Cicio Plans Examiner Y SLC Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL. 39982 Dear Mr. Cicio: On September 26, 2000, you requested 3 sets of the steel building structural plans. This morning the building was ordered. from Walker Design & Construction Company. We expect the shop drawings in approximately 30 days. We are requesting,"from you, the opportunity to submit the drawings prior to slab inspection as to not hold-up the permitting process. Thank you in advance for your consideration. eg , Carlos Munoz-Qunna f, Dan Georgition Georgition Construction cc/Georgition Const. '' file PORT ST. LUCIE MOVING & STORAGE FAX 7410 South U.S. 1 Suite 102 Port St. Lucie, Fl. 34952 (561) 335-9955 Fax (561) 873-1277 "We Move With Care Everywhere" TO: /� Y • �( D e� �l C (� DATE: l0 - Cl 0 FROM: �y4 % C�/lU liG� # of PAGES (incl. cover sht) SUBJMT: .REMARKS: lew-CK 9-- S/q ec 5 rroo, 10) FROM � f T � it HllTl,�14 ElLit r_arn .It WAIkFR DESIGN & CONSTRUCTION CO. GFNFRAI C.ONIRACToR September 30, 2000 Port St. Lucie Moving & Storage 7410 South U.S. 1 Suite 102 Port St. Lucie, Fl. 34952 C • R.E. Butler Storage Building Dear Mr. Munoz: Please accept this letter as our certification that one Butler Pre -Engineered Metal Building has been ordered, The standard specs are attached along with this statement on loads and codes. The Building is 80' wide, 152' long with an 18' eavc height. It has a gable type roof with 2/12 Slope. The building is per the Standard Building Code, 1997 exposure "C", 110 MPH wind load. The live load is 12/20 with 8" continuous span perlins. The roof System is Butler M.R. 24, 24 ga. There are no wall panels or wall structurals as the Nvalls are CBS type construction by others. Sinc e Lee A Walker President 66 50 EA;T POgLAS OnCIC RocA RAron, Fiord& 3 3487.2619 (561) 998,0001 t-Mall: walkrOandC@aol.com (561) 998,0379 FAX www.walkcrdesign.com 21. -24 @ Roof System The I:vvly Irul of Hw vxclusivc' MR-24' roof syslc!m tlticx ally the) highe"I c11.Itlliiy n1a1c',•i:11s to :I,S.51111 yolu of :l wua1hC1l.iglI1 sCuldillg .tiC<un t'no'>L (11ut :I .sinful.' cic�l 111u,uh,uln: plr>Ic'rl illg yc>ur bUildirl! , t�.. Kool' lrulcls :ut: I)Crnlancnity ,�raln�ci to};alhc-r 1ti•il11 a full i1iO° °liiwsbul-gh" double lo(.'k scam to kc,'c�) 1110isLurl 01.11'. B. Tile se2ndng, prcx' .ss usc� at °�hCavy-duty, I<au'•,�tancf, C'1Cca(Y1', ,)oltahle I,)l1 1,611111mg ill"Ichlnu "CaIICYI the K(K)I RulmC.l,". C. Root Clips scx'ulcly :mac ll the r(x)1 pv,cls to thc:.suppolling St.l•ltc'1111,115 by ,I;i1ll0R1; nl1 1'( 1:11V which ;ut' Irtlt Ic)rmcd into, Ihu 1, ILWI sc+;ut1, Slainlr,r;, ;;tud t;lbm :lic: more t.h;ln 5tyru than (AM' g;tiv:lllir.cd standing ,Nruu tn1�,y, 'Chc: tail) dc,iiglt allows For 1 V4 inchos of nlovemew in uitho- dilVt:.0on to aecc)lrunodatc c);pan- ric,>n '.1nd cxaluaction I'o1l:Cs, '1'hi; perlllitr, huilding iti) to 500 foo wide WitlloUt. t'hc' need for ,spcdal mpall'sion joints, D. Pvery conllo:cliorl is p,t;ciscly ptt:l:wnchecl :,It. the factor— purlins, eaves, CI1CI splices, ridge, :u1cl (l;itihinl; --lo cnSure! propel -when the Voul is crecc- cYl. PIvI)cr;Mpllticnl is c•ritiClll to :Mow the lmish"l, su:unccl (o,yethue MIA' to 11101A: A -a i.l c.:XIl:Incl.S :Itul C01111,10S Willi 1�111- l•,c:rulun_ clf:ulgc, El. A ulliciucly clo ;signcd prc- 1x1I-Id1Vcl 11.111c1 L!Ild al) fe:u:tII ,1; ',I two) piece damped coll,lm:aoll, A Ix)tl01-11 161401-cing I)I;II.0 with RX11- Slairllcsti sled StUds all l)I:•uatC1 lnl(:1 the 1)rCa)1I11Ched p;m- 01S. 'Then ct c:.c.,rrcatiian Ve.Sistant utunlimull top i);u1cl yu,tp clamp the parlci cndlaps logcolur Clinli- f7:1ling w-Ly t11.1:1cWnent Io t,c1117ort �uuclurlls. '111is allows the. cnlitt ).Cx)f to rn(m: a at sillglc; steel nlemhnmc, Thu uldlIkIm :tiv also ;Ra ycl�xl to parmit. 111k: full !i0° "Pitishiligh" clouhlhlo ck seam through IN', c'I'ilicell jorinl. 'I'llc Nllt-2�I rool•syslultl i.� ;nail.thlc in 22 and 2.1 guti;c atu- mintul*,,inc c(XItccl ,xtvd. Thu c'u:Ilinf; is BULL a' -COO' S00 IT ( a , 111.1c)ropolymer Cc)ntaining 7(y'/1 Kyn:u' 500' anti l-Iylar 5000" resin). 'II le MK-'2/i mol, system inctucics d r_ti)fuplew lir1u. of ncca; sorius (r;cNUM(l-i(l cu111.S, 5tainlcss stcul gwwrs, ect.) closigned to fill: ill-rl'Cctly with 1.he MK-24 system. The MR-24 IooC nyslc:It1 has ft U,l.. C;lasti 90 wind lili I,Iting. Kruar S(Xr l; ri n�i,q•,•(nri(pma,4,•,%I]f rlh,. Jnxn A401, /I mo,h:r r, h,r.. 1 J1d��r SlXKN' rr re Lrvl,,�u�b. f A.»h.1,d MR-24 Roof System Specifications I.GENERAL The roof shall t)e oovored with the MR-240 ruuf system as furnished by Butler Manufacturing Company and installed in accordance with the manufacturer's instructions. 2. COMPONENTS DESCRIPTION 2.1 Root Panels 2.1.1 Roof pane%[* shall be factory roll -formed 3. M11-24Ca Panels as manufactured by ButlUr Marauf,.K'turing Company; 24" wide, with 2 major corrugations, 2" high (2-3/4" includ- ing scam) 24" on center, The flat of the,, panel shall contain cross flutes G" on center perpendicular' to the major corrugations the entire longth of the panel to rocivoo wind noiso and improve walkability. 2.1.2 Panel material as specified shall be; 24 OaOr? ~lent (,o.itr-d both sides with a layor of GALVALL.JMI:,:' aluminumn-zinc alloy (approxi- naately 'J*5% aluminum, 45%, zinc:) applied by the continuous hot dip iviethod. Minimum 0.55 ounce coatod weight per _ sgtjarr., foot as determined by the triple spot lest por ASTM Specification A-702, OR 24 gage galvanized (G-00 coating), per ASTM specification A bb3 (GYU), arld painted with exterior colors of Buticr, CoteO 500 FP finish systern, a full strr,nyth, 70% Kynar 50089 & Hylar 50000 fIuoropolymer coating. Mall Uk( ('(uror warrants that coating shall rwt peal, urauk, or chip for 20 years, f=or a period of 20 years chalking shall not exceed 48 - ASTM and fading shall bo 6 AC Color Difference Units or les•,';. 0R Special rraaterials. Swages or colors as applicable for custom designs. 2.1.3 Panels of maximum possible lengths shall be used to rnininlize endlaos, eave panels shall exlond beyond the str'uolural line of tho sidewall. 2.1.4 Parruls shall Lie factory propunched at panel end to match prcpunched holes in the eave structural member, Panel end spli<:c3;; *hall be factory preputwhod 'chid pronotched. Panel end splicos shall be floating and allow the, roof panels to oxpand and contract with root panel tem- perature, changes. 2.1.5 Ridge ;assembly shall be designed to allow roof piirwls to move lengthwise with expan- Sion/contraction as the roof panel tempera- ture changes. Ports shall be factory pre - ,punched for correct field assembly. Panel closures and intorior reinforcing straps shall be installed to seal the panel ends at the ridge. I he attachment fasteners shall not be exposed on tho weather side. A lock - seam plug shall be used to seal the; lock - seam portion of the panel. A hi -tensile steel ridge; novor shall span. frorrr panel clo- sure to papal ulusurU sand flex as then roof system expands and contracts. SYSTEM DESIGN 3.1 All c:orrrponents of the MR-2409 roof paneling sys- tern shall be designed in accordance with sound engineering methods and practices. 3.2 MR-24C7 roof p ar gels shall be designod hi accor- dance with AISI "Specification: for tho Design of Light -Gage, Cold -Formed Stool Structural Mombore", or CAN/CGA-0,100 "Cold -formed Steel Structural Members", latost edition, 3.3 Paneling systern shall be designed to support dasign Iivo loode. 3.4 All endwull trim and roof transition fleshings shall illnw rhm rnni linnol to move re-lrclivu to the well panels and/or the parapol,* as the root expands and contracts with tc;rnporoturo changes. 3.5 The MIS-24.Cs0 roof panel shall not be considered to be a safe work pl atforrn until completely secured to the structural system, Therefore, walkboards or other safety equipment as required by Safety Stan• lards shall be provided by the c:rocting contractor to provide worker safety during panel installation. 4. SYSTEM INSTALLATION 4.1 All MR,210 panel clips shall be positioned by matching the hold in tiro clip with the propunched holes in the secondary structural rrrttrnbors. 4.2 All MR-240 panels shall be positioned and proporly aligned by matching the propr.niched halos in the panel end willa tiro propunched holes in the eave: slruClurai member and by aligning the parml wills thu huuiel ulip. 4,3 MR-240 panel sidelaps shall be field -seamed by a self-propelled and portable electrical lock searrring machine. The machine: field forms the final 180 degrees of a 300 degree Pittsburgh double -lock standing seam; all sidelaps sealant shall be factory applied. 4.4 MR-240 panel endlaps, when required, shall be tit lonst C1", sealed with Bullc::r Panlubtiu" bealarrt (weather sealing comF;iound) containing hard nylon beads to prevent over compression of the coolant and footcncd together by clamping plates. The panel laps shall be joined by mc;ans of sa two-piece clamped connoolion consisting of a bottom reinforcing Flom and o top panol strap. The panel endlaps shall be located directly over, but not fastened to, a supporting secondary roof structural member and be stag - gored, so as to avoid a four penal lap splice Condition, MR-24 Roof System Specifications 4.5 A n•rinimum blanket insulation thickness of two lrichas is required for All Mn-2•4CD applivatiuns. 5. FASTENERS 5.1 All conneclions of MR-240 panels to structural rriembers, except at cave, Shall be made Wlth Clips with movable stainless steel tabs that are seamed into the standing seam ;idelap. 5.2 Pane•;I clips shall be fastened to structural meni- bors with Scruboll° fasteners as per manufac- turer's erection drawings, using factory 01'0•- punchod holes in structural members. Scrubolts rM shall contain a metal backed rubber washer which serves as a torque indicator. 5.3 MR-24QD parcel -to -panel connections Shall be made with a positive, field-tor'med standing double lack ookim, forrnod by a speuiel sr;aming inachine. The machine; field forms the final 130 degroe of the: 900 dogreu Pittsburgh dbubic; lock titrindinq syam; all sidelap 86Klcnt shall t.,re factory applied. 5.4 Fasteners penetrating the metal membrane at the following localions do not exceed the frequency listed; Basic Panel Syslern 0 per square foot Higlr Cave (no Paropel) 2 / LF Exterior Lave Uutter 2 per linoal toot Panel Splices 2 / LF Gaule Trim 2 per lineal loot High Side Transition i / I F Hidge t per lineal fool 5,5 In lleu of prepunched secondaries and pariols, pre - drilling of the structural members is mandatory in order to maintain proper alignment of the roof sys- turil. 6. ACCESSORIES 6.1 Accessories (i.e., ventilators, skylights, clutter, fas- cia) shall be as standard with Butler Manufacturing Cor'npony, unless otherwise: noted and turnished as specific:rd, 6.2 The rnetal coating oil all gutters, downspouts, gable trim and carve trim to be Butler -Cote® 600 FP finish systorn, a full etrongth, '70% l<ynor@ 500 & I•lylar :30000 fluoropolyrner coating. 6.3 Location of standard taccessorles shall br, as shown on evw;tion drawings as furnished by Butler Manufra tUl'ing Company. G.4 Material used in flashing and transition parts and furnlslied as standard by Butler Manutact uriny Companv may or ii-my not match the root panel material. Parts shall be compatible and shall not cause a uur rusiva, condition. Coppor and lead materials shall not be used with Galvalume" or optional aluminum coated panels. 7.2 U.S. Army Corps of Gn61neers Cuid, Specification 07416 In addition, the MR-240 rool system has been tested and certified in accordance wilh the Army Corps of Engineers Guide, Specification 07416 (Pest Method for Structural Performance of Standing Searn Metal Roof Systerns By Uniform 810tic Air Pressure Difference). 8. PROVISION FOR EXPANSION/ CONTRACTION 8.1 Provision for thermal expansion movement of the Mfg-24® panels shall be acc:olnplislied by the use of clips with a movable tab. The stainless steel labs shall be factory (;cnter'ed on the roof clip when installed to assure full movement in either direction, A force of no more tharl 8 pounds will be required to initiate W) rnove- nienl. Each clip shall accommodate a rninimum of 1,2;5" in either direction. 8.2 Thu roof shall provide for thermal (�xpansicn/con• traction without detrirnontal effect on the root panel whin there is ea t000°I=. Lornporatur'c differ- ence between the interior structural framework of the building and the tempe:ratur•e of th<; roof pan- el::. 9. ENERGY CONSERVATION 9.1 Purlins shall be insulated (optional) so as to elimi- ri,m "thermal short circuit.," betwoori purlins t end roof panels. The heat loss (thermal short circuit) caused by compression of the blanket insulation l7talwr�r'rl structural :;ind panel i , winimized by the use of a spacer block at each purlin location, MtlwflunMu1 Is a rugiclared tra4umurk of rdt[C Inlurnralion'l. Jr),:, rlurupon@ is a rogialered lrademaik ul The WrepalCorporation. Kynur 5000,0 is a registered ir+domoik ul Ell Alorhom North America, Inc, t-lylar 500000 is a tradumark of Ausilnonl IMA, Inc, i. PERFORMANCE TESTING 7.1 Underwriters Laboratories ^ U.L. Class 90 Rating (U.L. Test 580) disc Thu roof system shall carry a U.L. wind uplift etas- ., �ification Class 90 Rahn to ensure structural MATE?ntglu�•e'rSjtes:arpurid 5p®cificailaris;irid_icate.: Miler;,.>•, �i: S •;,� i,,Y.:$ r..rr:ti^;}1�b+ Xl'P<r+ ;?;ra u.�a "'�u 4;1t �i'J'",• ;� integrity and possible reduction of p2 �ce.:Fe tUrQ, �sz {;rc,;; „c,�J„yrza, f;�• U insuranC() viot, Q2 00 11:46a p.5 W idespan TA Building System Specifications I. GENERAL 1.1 The oes[gn of the structural system shall be a clear or mulli,span rigid frame will) tapered or straight columns and roof beams; with a gable or monoSiope roof. • 1,2 Actual building length shall be structural tine to structural line and shall be the some as nunrival•—Le., 1110 num0er of bays times length of bays. 1.3 Actual building width shall be structural line to structural line and shall be the nominal building width. 1.4 The roof birall have a minimum slope of 0.25" in 12" slope to a maximum of 4:12 in 0.001" increments, 1.5 All components and parts of the structural system shall be as indicated on the drawings and/or Specificatlons. All components and parts shall be ;[early markod amvrectlon drawings shatf be supplied for identification Auld pans assembly, 1.6 Field modification of parts shall be In accordance with the best standard procedures, require the approval of the manufacturer, and be k tho rosponefbility of file building oreutur, _ 1.7 Foundations 1.7.1 Foundations including anchor boll embedment length shall be adequately designed by a competent engineer, retained by other than the building manufacturer, in accordance with the • best recommended practices for (tie specific soil Conditions of the building silt,. a. All reactions for the proper design of foundations shall be eupplied by Butler Manuraulurtny Company, 1.7.2 Anchor bolt diameter shall be as specified by Buller ' Manufacturing Company's standard anchor boll layout drawings. a, Anchor boltb shtrll be supplieo by the contractor, not the building manufacturer: 1.8 Building shall be produced in a manufacturing facility that Is certified by the American Institute Of Steel Construction • Category MB. R, STRUCTURAL VWL-L DESIGN 2.1 All structural mill sections or welded -up plate sections shall be designed in accordance with the 1989 edition of AISC "Specifications for the Design, Fabrication and Erection Of StructUral Steel for Buildinge," and nit cold -formed slrel structural members shall be designed in accordance will) the 1966 edition of AISI "Specifications for (fie Design 01 Cold-Forined Steel Structural Members." 2.2 The structural system will be designed in accordance with a specified building nndn (IltdPr to Daaltin Loadu and Building E:ode3s.) 9. PRIMARY FRAMING 3,1 Rigid Frames 3.1.1 Frames shall consist Of wolded-up plate section Columns and roof bcoms Compk4t; with necessary splice plates for bolted field assembly. a. All base plstes, cap plates, Compression splice plates and stiffener plates shall be factory welded into place and have IN; connection hole3 chop fabricated. U. Columns and roof beams shall be fabricated complete with holes In webs and flanges for Ilia attachment of secondary structural members and bracing except for field work as noted oil mlrhrfagturer'o orocticn drawingo. 3.1,2 All bolts for field assembly of frame members shall be high strength bolts as Indicated on erection drawings. 3.2 Endwall Structurals 3,2,1 The ondwall suuctwuls shall oe cold -formed channel members designed in accordance with the 1986 AISI 9pP(,iflCgtiQn or welded•Up plate soulions designed in accordance with Ilia 1989 AISC Specification. 3.2.2 Endwall framoo ahali eonslyf of eridwall currier posts, ondwall ^ roof beams and ondwall posts as required by design Criteria. a. All splice plates and base clips shall be shop fabricated Corrlplete will) bolt connection holes. All base plates, cap Plates. comilrre Corium 1,I1I[«' pintos; and otiffener plat" alien be. factory welded into place and have the Connection holes shop fabricated, b. Beams and posts shall be shop fabricated complete with Roles for the attachment of secondary structural mnmhms excorit far field work as noted on manufactuior's eivullon drawings, 3.2.3 Intermediate Irarnes shall be substituted for and -wall roof beams when specified, a. NRr.Rg4ary ondwall porao and holea for :orineutiurl to the intermediate frame used In [tie endwall shall be shop fabricated. 4, SECONDARY STRUCTURAL MEM86RS 4.1 Purllnc anrf Clrts 4.1.1 Purlins and girls shall be 2" shaped, precision roll loaned, 4.1.2 Girls shall be 8" or 9-1/2" deep "Z" sections, 4,1,3 Purlins shall be 8" or 9.1/2 " deep 7" sections. 4,1,4 Oufer flange of all girls shall contain factory -punched holes for panel connections. Optional girls are also available without factory -punched holes for panel connections. 4,1.5 Outer flange of purlins shall Contain faclory•punchod holes for panel connections. Optional purlins are also available without factory -punched holes for panel connections on ribbed roof systems only, 4.2 Eave Struts 4.2.1 lave Struts $hall be factory prepunchod 811, 9-1/21, or 1 1" deep "C" sections, 4,3 Bracing 4.3.1 Bracing shall be located as indicated on rrrawin9o. 4.$,2 Diagonal bracing shall be hot -rolled rod of size indicated on drawings, and attached to columns and roof beams as shown of) the drawings. 4.3.3 Optional fixed base wind nncts or pinned base portal frames may be substituted for wall rod bracing on buildings as required. 4.3.4 Flange braces, purlin braces, etc., when required, shall be cold -formed and installed as indicated an drawing: S. WELDING 5.1 Welding procedure and operator qualifications and welding quality standards shall be in accordance with the Amorican Welding Society structural welding Code. Inspection other than visual Inspection ae defined by AWS paragraph 8,15.1, shall be identified and negotiated prior to bidding, Certification of welder qualification shall be supplied when requested. 6. STRUCTURAl, PAINTING 6.1 General A. All structural $10e1 shall be prime painted as temporary protection against ordinary atmospheric conditions. Subsoquent finish, painting, If required, shall be performed in the field by othem. B. Prior to painting all steel shall be cleaned of loose rust, loose mill scale, din and other foreign material. Unless otherwise specified the fabricator shall not sand blast, Flame clean or pickle prior to painting. 0. l-30ory cover Olt steel with one coat of rod oxide primer paint formulated to equal or exceed the performance requirements of Fedoraf Specification 7T-P-6360, 7T-P-664C and SSPC Paint-25, 6.2 Primary Frames A, Clean all steel per $5PC•8P2. B. Apply one coat of water reducible alkyd primer by spray or dip meUtod to a minimum coaling thickness of 1.0 mil, 6.3 Secondary Strucfursls A. Clean all steel per SSPC-SP8 8. Apply one coat of Coil applied polyester primer to a minimum o0ating thickness of 0.5 mil, (purlins and girls). QUALITY COMMITMENT- OIIARANTEC12 Every material, Coaling part, and process that is used in your new building Is tested to ensure strict Compliance with exacting standards. Every sup- plier to Buller is rigorously tested on an on -going basis. Butler is the only manufacturer In the indus0y with that kind of commitment to rlusllty auTLQR w INIDESPAN7Al BUILDING SYSTEM PSL MOVING & STORAGE - UPLIT•T AND REACTIOIY.LIST SUPPORT REPORT - JOB DESCRIPTION: Q11410 WIND CODE: CURRENT SBCCI WIND MPH: 110 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING .BEARING REACT. REACT. MAX WIND DESC SPAN -it. SIZE -in. TYPE XLOC-ft. YLOC-*t. MAX.+# MAX.-# UPLFT.-# -;-____=----35 Ai 667----8 000---=WALL ----2 000--18-135 ---590 - -1018 -180 Al 35,667 8.000 WALL 7.000 18.135 5316 -3120 Al 35.667- 3-.000 - HANGER- ----35-.417---- 18-.135- - 2-4.95_ ..... -1470 --------- A2 ---------------------------------- 35.667 8.000 WALL 2.000 1.8.135 158 -180 A2 35.667 8.000 WALL 7.000 18.135 2263 -1030 A2 35.667 3.000 HANGER 35.417 18.135 1220 -660 ------------------------------------------------------------- A3 35..667 8.000 WALL 2.000 18.135 81 -180 A3 35.667 8.000 WALL '7.000 18,135 2041 -980 A3 35.667 3.000 HANGER 35.417 18:135 1253 -670 -------------------------------------------- A4 35.667 8.000 WALL ------------------------------------� 2,000 18.135 22.7 -180 A4 35.667 8.000 WALL 7.000 18.135 1843 -930 A4 35.667 -3.000 HANGER 35,417 18.135 1282 -680 ---------------------------------------------------- A5 35.667 8.000 WALL 2.000 18.135 224 -180 A5 35.667 8.000 WALL 7.000 18.135 1837 -940 A5 35.667 3.000 MANGER 35.417 18.135 1.291 -690 A6 - -------------------------------------------- 35.667 8.000 WALL 2.000 18.135 1238 -1020 A6 35.667 8.000 WALL 1.000 18.135 654 -1000 A6 35.667 8.000 WALL 35.000 18.135 .1461 -850 A7 :---_-35 667: , 16 000 - GALL --- 2 000 18.135 253 -180 •. . �7 r"'• 5 .000 "*,rWALL 7.OiQ 18.135., 1816' :. r:..: -930 ' OOU WALL 35.000•�F���O --- ------------- i�------------------------------- 180 A8 35.667 8.0011) WALL 2.000 18.135 244 A8 35,667 8.000 WALL 7.000 18.135 1823 - A8 35.667 8.000 WALL 35.000 18.135 1286 ----- _650--- _ A9 - - 35.667 --------------------------------- 16.000 WALL 2.000 18.135 1007 -850 A9 35.667 8.000 WALL 7.000 18.135 937 -1000 A9 35.667 8.000 WALL 35.000 18.135 --- 1408 _810 --- --------------------------------------------------- A10 35.667 8:000 WALL 2.000 18.135 252 -180 A10 35.667 8.000 WALL 7.000 18.135 1805 -950 A10 .35.667 8.000 WALL 35.000 18.135 1296 -690 - -All -------------------------------------- 35.667 8.000 WALL 2.000. 18.135 230 -180 -All 35.667 8.000 WALL 7.000 18.135 1839 -970 All 35.66/ 8.000 WALL 35.000 18.135 128.3 -690 ----------------------------------------------------- .. Al2 35.667 8.000 WALL 2.000 16,135 ill -180 Al2 35.667 8.000 WALL "1.000 18.135 1979 -990 Al2 35.667 8.000 WALL 35.000 18.135 1262 ----------- _680--- -------- A13 35.667 ----------------------------------- 8.000 WALL 7.000 1.8.135 2121 -1100 -690 A13 35.667 8.000 WALL 35.000 18.135 1232 / v • ESL MOVING & STORAGE - UPLIFT AND REACTION LIST _ ______ A14 _ ____ 35.667. _ 8.000 WALL 7.000 -------- 18.135 2127 -1110 A14 35.667 8.000 WALL 35,000 18.135 1225 -680 A15 35.667 8.000 WALL 7.000 .18.135 2110 -1100 A15 35.667 8.000 WALL 35.000 18.135 1241 --------- -690 - ---------- 8.000 ----------------------------- WALL . 7_000 18.135 174U - - -950 - - ---800 A16 35.667 _. 8.000 WALL 35.000 18.135 1283- A17 - --------------------------------------- 35.667 8.000 WALL 7.000 18.135 1583 -820 Al? 35.667 8.000 WALL 35.000 18.135 --- 1595 -820 ---------------------------------------- A18 35.667 8.000 WALL ----------- 7.000 18,135 �797 -920 -80 A18 35.667 8.000 WALL 35.000 18.135 1570 A19 35.66-1 8.000 ----------------------------------- WALL 7.000 18.135 1560 -580 A19 35.667 8.000 WALL 35.000 18.135 1323 -510 ----------------- . A20 3b.667 ---------------------------------- 8.000 WALL 7.000 18.135 1568 A20 35.667 8.000 WALL 35.000 18.135 1315 -580 A21 - 35.667 -------------------------7-------- 8.000 WALL 7,000 18.135 1568 -590 A21 35.667 8.000 WALL 35.000 18.135 1315 -520 A22 --------- 35.66'1 8.000 WALL 7.000 ---------- 18.135 1560 -590 . -520 A22 35,667 8.000 WALL 35.000 18.135 1323 -A23 35 667- ------ ---------------------------- 8.000 WALL 7.000 18.135 2627 -1420 -1280 A23 35.667 8.000 WALL 35.000 18.135 2216 EJ7 ---- ------------------------------------------ 7 .0(ib'! 8.000 WALL 2.000. 18'.135 .. Q 'z",. t -2'� r �� • EJ7 7 1 :500 NAILED '7.000 18. 135 -18 EJ7 .-000 7.000 1.500 NAILED 7.000 21.656 135 -180 ---------------------------------------------- EJ7A 7.000 8.000 WALL 2.000 16.135 463 -180 EJ7A 7.000 8.000 WALL 6.000 18.135 213 -380 -180 EJ7A 7.000 1,500 NAILED 7.000 18.135 40 -180 ..EJ7A 7.000 1.500 NAILED 000 21.656 .108 EJ3-9 ------------------------------ 3.792 8:000 WALL 2.000 18.135 463 -190 EJ3-9 3.792 1.500 NAILED 3.792 18.135 62 -180 180 EJ3-9 3.792 1.500 NAILED 3.192 20.052 - -CJ5 - ------------------------------------- 5.000 •8.000 WALL 2.000 18.13.5 441 -180 CJ5 5.000 1.500 NAILED 5.000 18.135 11 -180 CJ5 5.000 1.500 NAILED 5.000 20.656 47 -------------------- -180 CJ5.S 3.000 3.000 HANGER ------------------ 0.667 18.135 110 -•180 CJ5S 3.000 1.500 NAILED 3.000 18.135 28 -180 -180 C,75S 3.000 1.500 NAILED .3.000 2.0.656 82 CJ3 3.000 12.002 WALL 2.000 18.135 846 -350 CJ3 3.000 1,500 NAILED 3.000 18.135 314 _1880 CJ3 3.000 1..500 NAILED 3.000 19.656 275 CJl 1.000 1.500 NAILED 1.000 -------- 18.656 58 -180 PSL 1VIOVIlYG STORAGE - UPLIPT AJN U K .I (. I I Ul 4 1 ' CJl 1.000 1.500 NAILED 1.000 18.135 19 -180 - - - - - - - HJ7 - 9.899 - - - - - - - - - 11.314 ----------------------- WALL 2.828 18.135 680 -510 HJ7 9.899 3.000 HANGER 9.649 18.135 49 -180 HJ7 9.899 1.500 NAILED 9.899 21.651 246 ------- 3 ------- -------- --------------------------------------------------------- HJ3-9 5.362. 22.627 WALL 2.828 18.135 451 •-660 HJ3-9 5.362 1.500 NAILED 5.362 18.135 182 -116 -180 14J3-9 5.362 1.500 NAILED 5.362 20.047 161 -107------180--- - -V-SO-------9-g�--719_518-- _5636 ----- ------ _- - ---- V48 47.960 575.519 -WAL-L- - WALL -o--000---20_122y 0.000 21.122---4508-------------1800. -1800 - V36 35.960 431.519 -------------------------- WALL 0,000 22.122 3380 -1310 V24 --------------------------------------------------- 23.960 287`519 ------------------------- WALL 0.000 23.122 ----- 2252 810 ., V12 ------------------------------------------ 11,960 143.519 WALL 0.000 - 24.122 ------ --75 1124. ---------_350-- ----------------------------------------------------;� R Br9y. Loo. Ele- size 1 L 0' 10'2'•0 1"12 2 C 27'11"2 10'2"0 1"12 3 P. 26' 8.6" 3- I• f. - 27'10'4 Lert Right Lobel: FG3 T.C. Size: 2x9 Stub: 0• 0' Span: hr. 28'' g'g' B.C. Size: Load: 2x4 FL00R-55-ST0 Cant: 0• 0' 0' 0' Hei 0 y- 1 - Girder: Yes . O.H.: Heel: 2' 2' 0!R H7.: 2• Plies: 4 r■ •, tt Br Loc. El Siza 1 L a' 10'2"8 L"12 2 R 13' 8'6" 3 WU14 W2X3 W2X3 - W3X.5 u 3 W3X5 W3X5' i2'8"8 3 13'. LeFt Right 0' Label: F77 Spor.: 13' T.C. Size: B.C. Size: 2x4 2x4 Stub: Cant: 0 0' D' Heigqht: 8'6' Load. FLDOR 55_ST0 , O.H.: 13'0' Oiyy: 7 Girder: Plies: No 1 Heel: 2' 2• G/R Ht.: 2' k 8rgg. Lco. Elev- Size 6 1 L 0' 10'2"8 1"12 2 C 19'4" 01" 4" 3 R 28' 10'2"8 �V'12 ze• Left Right Lobel: FG2 T.C. Size: 2x4 Stub: 0' 0' Span! 28' B.C. Size: 2x4 Can t: 0' 0' Height: 8'6' Land: FLDOR.SS_S TD, O.H.: O' 0• OTy 1 Girder: Yes Heal: 2' 2' 0/fl W : 2' Plies: 2' 4 Brq . Loa. 1 L D' 2 R 9'6'3 El a-. 10'2 -S e•E" Size 1 "1'e 3" W9X8 W2X3 W2.5X4 W4XE W X cc co WqX 10� , 3 °° W4X6 -9' i Lert Stub: 0' Cant: 0' __ Right Lobel: FG4 T.C. Size: 2x4 0' Span: 9'6'8 B.C. Size: 2x4 0' Hei ht: 8'6' Load: FLOOR-55STO Girder: Yes �• MIROHYy •: 12Plies: 1 IWARM oil LeFt Right Label: H— Stub: Cl* 0' Span: 8,1"8 cant; 0• 0' Hei ht: 8.6•• O.H.: 0' QVy l Heel: 2' 2'" O/fl HT,: 2' ft Bryy. Lcc. Elav Size L L O' 8'6' 4" 2 R 8'1"6 8'6" 3" T.CI Size: 2x4 B.C,[Size: 2x4 Load: FL00R-55STO Girder: Yes ;Plies: 1 a Brp . 1.ao. Elev. Size I L 6' 10'2'8 1"12 2 C 19'4" 8'6" 4 3 R 28• 10'2"8 1"12 27T G2 Si[ ..w 27'l0"4 i LeFt Right ;Lobel: Span: FT2 28' T.C. Size: B.C. Size: 2x4 2x9 Stub: Cant: D' 0' •e " HetOGht: B'G- Load: FL00R-55_STD 2 Girder: No L Heel: 2' 2' O/fl Hl.: 2' Piles: JOS NO: 011910F PRGE NO: i OF-2 U B,q. Loc. El". Size L L U' :0'2-8 1-12 2 R 19.6- 8..6- 4- JxIn — V2 qx-f W3X4 W2X3 W2,SX94 LSi Z) 3 19 , G -eft Right Label: FT3 T.C. Size: 2.4 Stub: 3: Height: a' Spon: 19,6- B.C. Size:2;IR-5 q Cant:30: ei ?1 1316- Load, L005-STO 0. H. 3. 0 i 2 Girder: No Heal 2. 2' H 2' Piles: I 1; Brg Loc. I L 2 R 28 12 r. Left R i sh t Label: FTS T.C. Size' 2xLI Stub: 0' 01 0: Spon: Hei ht-, 28' 8*6- B.E. S;ze:j Load' 2x4 FLOOR-55-STO Cant: D.H.: G* 0, 0 Gy 33 Girder: 1 No Heel: 2' 2' C"Fi V: .-. 2' I Erg, Loc. Ele— Size i L 10'2-8 1-12 2 R 24'e- 8,13" 3- qqxax u;x VUB 24-8- 3 Lert Right Label: FT4 T.C. Size:, 2xq Stub: Cant: 0: 0 a 0 Spon: Height: 2q*G- 6'6- 8-C. Size: Load: 2.4 FLOCR_55-STO O.H.: 0: 0: 131- * 6 Gird." No Heel: 2 2 2- p 11.5: 1 JOB NO:. OIIq1OF i PAGE NO:, -OF 2 a erg. Lo,-. L ile— size C 7 S 3 R 35'8" IB L-1 3- Lert Right Label: F3 T.C. Size: 2x4 Stub- Sp.n: TZ'S" B.C. Size: 2x4 Cont, 2 o' Hei?hr: 18,1"10 L cod: 4 7-1 LO-OCC I O.H.: a' a' Girder: WO Heal, 4-3 1'e-3 I/A plies, I arg; Lac. El—;-� L L 2 C 7'4- I is'.1:10 is: f to 3 R 35.8" is 1-10 LeF t R i gh t Label: RS T.C. Size: 2-4 ST.b; D' Span: 35'8' B.C. Size: 2x4 `Cant: 2: Hell ht' L8*J-10 Load'. 47-110-SBCCI a 0 L Girder: No Heel: 4 -3 B-3 0/fI HT.: 7,10-3 Flies*. I LOC. Elev. I L 2 C 3 R 35'8" le-i 10 3"' L.FJ Right Label: A2 351016' - T.C. Size: B.C. SLoea: 2x4 2A4 Stub: Cant: o' 2' Spn: Hei ht' OfV 1"10 L Girder! 7-1.iOSSCCI No M.: X;.i: 4-3 I8`3 0 RH 9*10-3 Lac. El— io Size L Is: C 7 q-- is 3 R 35"s_ Is'l-to 3 2x4 2.4 Lobel: Span: R4 35'8 T.C. Size: B.C.Size" " Left Right a Stub: 11' 2' 0 Hoi L cod. 47-110-SBCCI Cont- rj x. : o' 0 Ormy Girder: No I . . Heel: 14-3 i'8-3 Z A Plies: # erg, LaC- E I ev Size I L _ a 1:. 10 8- 2 C 7'4' L TrI — Right L.Lb. I: R6 3G'q T.C. Size: B.C. stz6: 2x4 2x4 Stub: 0 2' Sp%n-. - Hel hl* 18*L"10 ad: q7-lLC-SBCCI Cant: U.H.: 0' 07 I Gird..--- No Heel: 4'3 1'4-3 D/A I IV: EI'10"3 piles: OF 7 JOB NO: 011410 PAGE NO: 1 t Brq . Loc. Elev. Size I L 2' l8'1"10 1'4" 2 C 7'4" 113 -10 B" 3 R 36'q- l '1"10 8" 111 9S'8 LeFt Right Label= R7 T.C. Size: 2xq Slub: 0' 0' Span: 36'4" B.C. Size: 2.4 Con t: 2: 0' Ner�ht: LB'1'10 Load: 47_11Q_SBCCI u j tt Brgg. Loc. Elev. Size 1 L 2' 18'1'"1a 8" 2 C 7'4" 18"1110 8" 3 R 36'q" i i i8'1"10 8" .23 LeF- Right Lobel: R8 T.C. Size: 2x4 Stub: 0• 0' Spon: 36'4" B.C. Size: 2xq Cant: 2' C' Hel hi: '18'1'10 Load: q.'_110_SBCCI O.H.: W - 0' 0?y: 7 ' Girder: No Heel: 4"3 1 4-3 O/R HT.:f 9'il"3 PI'ies: 1 0 Brq Lac. Elev. Size 1 L 2' 18'1-10 O" 2 C 7'4" 18'1"10 8~ I i 3 R 36'4" l8'1"LO 6" I k s. a 11 n.m. i Left Right Label: RIO T.C. Size: 2x4 Stub'- 0' O'- Span: 36'4' B.C. Silze: 2x4 Cant: 2' 0' Heigght: 18'1"10 Load: 47_110_SBCCI D.H.: .O' 0' 074y= 1 alder: No Heel: 4"3 1'4"3 O/R Ht.; 8-2"3 Plies: 1 9 Brq. Loc. Elev• Size j I L 2' 18'1"10 e' 2 C 7'q' IB"I"!0 8" j 3 R 36'q" Lert Right 'jL.be!: H12 T.C. 1Size; 2x4 Stub: 0' 0' Span: 36'q' B.C. Size= 2xq Cant: 2' 0' HPipht: 18'1"10 Load: g7_110SBCCI O.R.: 0' 0' OT 1 Girder: No Heel; q"3 l'4-3 0/R H : 8'8"3 Piles; L - OE JOB NO: 011410 PAGE NO: 2 I a Bro. Loc. 'lex'. .Size l L 7' 18'18' 2 R 36'4" 1, B �(0,P, •=YLeFt Right Lobel: P23 T.C. S.ze: 2x4 Stub: 5' 0' Span: 31"1" B.C. Size= 2x4 Cant: 2' D' �Ieioht-. 18'1"10 Lood: 47_IJOSBCCI D.H.: 0' D' '0i : 1 Girder: Yes HeoI:-2'1"L3' L'4-3 . 0/q'HY.: 3'10'3 Plies: 1 p Brgg. Loc. Elev Size 1 L 2 R 36' 4" R•ti-SY. y ( .r Cil 7 3c•a-. Lert Right Lobel': R2! S.C. Size: 2x4 Stob: 5 0' Span: 3l'9" B.C. Size: 2x4 Cant: 2' 0' Height: 18'1r�0 Lood: 47_ILO-SBCCI 0•I1.1 0' 0' OTyy: l Gi^der: No Heel:-2'1"L3 I'4"3 0/8HT.: 'S'10"3 '?Iles. 1 1 1 Brgg. Lac. Elev. S. ze !! 1 L 7• '18'1"10 8" 2 R 36'4" 18.'1"10 8" I ' I I 1 I ra LeFt 5' Right 0' Label: Span: R22 31'4" T.C. Size: B.C. Size: 2x4 2x4 Stab: Cant: 2' 0' HeO t: Load: 47_110-SBCCI O.H.: Heei: 0' -2'1"13 0' 1'4'3 y 0/R Ht_: 118'1"10 V'ID'3 Girder: Plies: No L A 8r9 _ Lou. Elev Size 1 L 7' 18'1"10 e" 2 R 3S"V" 18'1"10 8" I 3 s i ua3: r 0 .rh.3=. 1 2.St1 �11w k- Left Right Lobel: R20 T.C_ Siz : 2x4 Stub= 5' 0' 0' Span: Haigght: 31'4" IB'1"10 B.C. Size Lood: 2x4 47_110SOCC1 Cant: O.H.: 2' O' 0' OTy: I Girderi No Heel: -2'1"13 l'4"3 O/R Hf_: 6'10"3 PlleT: I S j Or g _ Loc. E Size 1 L 7' P L8'"10 H" • j 2 R 3614" 18'1'LO 8" , �I i rjIIII y Y=R. � . I .4G i6 II •� m I 4_9MLfln 1 LeFt Right Lotiel: 818 T.C. Size: 2x4 Stub: S' 0' Span: 31'4" B.C. Size`- 2x4 Cont: 2" 0' Hal ht: 18'1"LO L"V: 47_lL0_SBCCI O.H.: 0' 0' O1� : B Girder: NV Heel:-2'1"13 1'4-3 0/R H _: 8'8'3 Plies: 1 1 JOB NO: 011410 I 1� PAGE NO: 3 OF 7 P Gro, Loc. Elev.. Size I L 18*1010 a- 2 R 29'4' IB'1-10 a" . v Lair? Right Label: IF117 T.C. Size: 2.4 i Stub: 0' 0.Span: 29'4" D.C. 31ze: 2x4 Cart: 0, 0, 06Y * ht* - 113*1-10 Load: 47-110-SBCCI O.H.: 0, 0* . I I Gl-der: No He.]: —4-3 I.4_2 G/A Ht.: 8*13"3 1 Brq: Loc. El". Size i L )a: a- 2 R 36'4" le a 4111; W LTrt Right Lobe I ALS T.C. Size: 2.4 Stub: 0. 0: Spa.: 36'4- B.C. Size: 2.4 Cant: 7. a He i 18' 1 "10 L a d: 47-110-SECCI 0.m. : al 0' ?hT: 0 1 Girder: No Heel: q 3 1 4-3 0 Fl V 1 8,8_3 plies: L erg; Loc. IF �"Size I L 18 L-10 K 2 R 36'4. 1811"10 a LeFl Right Lobel; AM T.C. Size: 2x4 Stub a (3. S on: 3614- B.C. Size: 2xq Cant: 7- D: Ha,ht:'L8*1"10 ,Lead: 47_lI0_SBCCI .0-: 0 gy : I Girder: No U.9: 4:3 1.q_3 D/H H.: 8'0-3 Plies: I 0 I 2 El,q, Loc. L R 313.'4" Ele— 18*11,10 IS'L-10 Size B_ 8' Lert Right Label: A16 T.C. Slze:I 2x4 Stub: 0' 01 Span: 36'4" B.C. Size: A 1 2 Cant: 7' 0* Height: 18 La d:. 47-110-SBCCI O.H.! 0' 0: Girder: I Yes ife.1 : 4-3 1 4 3 611`1 Hv:: B-9-3 Plies: I 0 8,; Loc. Elegy. Size I L 2 P 36'4** 18'1-10 8 LeF't Right Lobel; F114 T.C. Size: 2.4 Stub: 0' 0: Span: 36'4- B.C. size: i 2.4 Cont: 7' 0 Hatt: 16*1-10 Load:. 47-110-SOCCI 0 H : a- 0 :4'3 a 1 Girder: No Heel: - q 3 1 O/Fk IIY:: WEI�3 plies I It ep Loc. Size 12 1 L 9; Is I a- 2 L S' 11311-10 [-a 6 3 L 5' 20'2-14 1-8 2' 10 3 IN A,3 42x�. i U W i)X 3 Left Right LO 1 1, CJS Size: 2x4 Stub: 0' 0, Spt, 51 B.C. Size: 2x9 Cant: 2* a, Heivht: tell -la Lood: 47-lLD-SBCCI 0.1-11 : 0. 0: 10-3 D/R H a I a Girder: No Heel: q-3 2 W.: 2'10-3 Plies: I i JOB -NO' OjjqjO PAGE NO: 4 OF-7--_ C Brqq. Loc. Elev. Size I L 2' loll"i.o 1- 2 L 3' l8.1"10 1"8 3 L 3' i9'7'14 1"8 vv �X A ) 3 o � Left Right L3I: CJ3 T.C_ Size: 2x4 Stub: 0' 0' Span: 3' B.C. Size: 2x4 Cant= 2' 0' Height: 16'1-10 Load: 47_110SUCCI 0_H.: 0- 0' L0 Girder: No Heel: q"3 L'10"3 0/A HTOty: _: 1.10-3 piles: 1 12 6 IN 12 q F—�7' 3X5 6 Brgg. Loc. Elev. 'z Mize 1 L o' 18'1"_0 •9" 2 L 2'q" 18.1-:0 I"8 3 L 2'9" 20"7":4 1"8 I W 2T3— N LeFt Right Lobel: CJSS T.C. Size: 2x4 Stab: 0: 0' Sm : 2'4" B.C. Size: 2x4' 0 Co.?: 0' • Hel ght: 18.1"10 Lood: 47_110 SBCCI O.H.: O' 0• OT9: 2 Glyder: No Heel: 1-8-3 2'10"3 0/fl Ht.: 2.10"3 Plies: 1 i Brgg. Loc. Elev. Size L L 2' 18'1"IO B"' 2 C 6"4" 18.1"10 8" 3 L 7- 18'1-10 18 4 L 7- 21'" 7-14 1-8 O 42X4qrm1 Left Right Label: EJ7R T.C. Size: 2x4 Stub: 0' 0' Span: 7' B_L. Size: 2x4 Cant: 2' 0' Heigght: L8'l"10 Load: 47_110,,SBCCI 0' Otyy: 9 Girder: No Heel: 4"3 3'103 0/fl Ht.: 3.10"3 Plies: L iJ i Br . Loa. El ev. Size ' L l8'1"!0 1"0 2 L L' LB'7"14 1'8 6 I 2XN CAI f 10"3 CIE— LeFt Riaht Labe I'' CJI T.C. Sizes: 2.4 Stub: 0' C " Span: I' B.C. Size:i 2x4 Coot: 2• 0' 'i. Helcht: 18'1"10 Load: g7_:10_S8CC1 O.H.: 0- (31 CY - 12 ' Girder: No Flees: 4"3 10"3 0/A H}H.: 1073 Plies: 1 T I i tt Brq . Loc. Elev. Size 1 2 L 2' L 7' 18'1-10 le'1"10 5' 1"0 3 L 7• 21'7"14 1"8 6 Le C7 CD--� I W2X3 d2X4 (9i1) 7 �I LeFT Right: Lobel: EJ7 T.C. Sizp: 2xq Stub.: 0' 0• Span: 7' B.C. SIZe: 2x4 Can:: 2' 0- , Hetpphr: 18'1"10 Lood: 47_L10SBCC1 0_H.: 0• 0' Of : 29 Girder: No Kee.: q"3 3 !0-3 O7R Hy.: 3'10-3 Plies: L I i a ergg_ Loc. El ev. Size 1 L 2'9"IS 18'l"10 1175 2 R 9'l0"13 18'l"LO 3" I 12 "2q (� 3X4 W2.5X4 d2X4yPA1] 10 1 Lori Right Label'-i H.17 T.C. Size: I2x4 , Stub: 0"12 0' Spon: 9'10"1 B.C. Size: 2x4 ant: 2'9"3 0' Height: 18'1"l0 Load:-47_110_SBCCI 3.H.: 0' 0' Oiyy: S Girder: Yes Heel: 3"I4 3-9"Iq O/B HT.: 319"14 Plies: 1 JOB NO: 011y1O PF'1GE NO-: 5 OF 7 L---dO- 9 :ON 90dd i OTiTTO :ON 90f i cx��m 8_T 01...DZ •8_7 0T_10.81 8..6.E 1, .9 Z u az!S na13 •ool - �B p i I :selld - 91.11.E :•AH w/o .0 .0 :la°H' °N :japj1D 1 d0 .0 .0 :'H'0 1338S-OTT-Lb h"Z :Pool :BZIS '3B L_T.TZ 0_lT•Lfi :171)"" 0 0 :g^1S hxz :ezld, 'O'.1 BbA :1ago 14618 1,1a1 w. I.Lb Z..1.IZ .� l 1 az!g al9: •val �g 7t 1 4 B/0 .0 .0 :IaaH ON •japjt0 1 0 .0 .0 :'H•O 17JBS-011-zh hxZ :Pool :Bz{S '0'8 [.I.£Z 8_11.EZ :[[I ISH :uodS O 0 .0 :4uO3 bxZ :azl •3-1 hZA :1a9°l 1461H idol [7011.x t XMzA St I XAA tt r T•£Z L_I.Ez az(S •na13 •voZ .7g p IN :SJI dJll ST.Z.zz :-}HOB/0 GI -Z.0 N : aP 0 fi} 1038S-011-Lb :Pool I 01-1.81 :146 all .0 hxz :aztg •3'e 8.6.E :uodg 0 hxz :az!s •.3.1 6-£f3 :1a401 146!8 oz�e� I � CTLif xDl ST..Z.Z £.b =IaaH O :"H"O . .Z :1vo3 Idol T. :salld 91.11.? :'1H N/0 .0 .0 :Ia" ON :..aPJT0 1 .0 .0 : 14 Q - 13385011-1b :POOI •3'9 L_1.ZZ, 8_II,SE .:6}0 3 aH :uodg .0 0 .0 .0 :WOO, :q^i5, bxZ hxz :B2lS :9z1$ •3.1- 9EA :1p4?l 14�i1d idojk • _ am.o mn.ere 8_lersg aoa s '%3Z3 -1 :Ole C !• I :Solid 91-11- :"4H B/0 O ---.0 :IaaH ON :uapu!D i : A0. .D .0 :'H D 1338S-DTT"Lh :Pool bxZ :axis '3'8 L.I,hZ! :14 !aH 6.11:11 :uodg D d 0 :1'•+03 0 :q^1S hrz :aztg •3.1 ZIIAA' : lagol 146/i11 Idol I[ i (10) hXZM (T�17M hXhM i 0 ZJ Z 8..11.1T •L_I. bz axis :^al3 'dOl 8 11 I :Sal Id DT_Z.Z :'AH H/0 O7..Z.Z - hl_E :IaaH saA 13385-UTT-Lh :.iaPu!9 :P°°1 • T dD 01-1.131 :14 IaH .0 .0 .0 ST.6.Z : H•0 :lii°J bxZ :azls 'J'8 9-h.5 :uodg 0 .0 :q^IS hxz ;azlS •3.1 6-EfH :f-q--1 14618 1da1 C T 0T..Z.Z Q 8_1 66.0.oz g.his l E fix ii 8-1 01.1.81 01.01.1 •OT_Ta831, S1_6.E oz!s 1 -' I 1 1 I I I t 12 14 L--- . W2X3 2'2°°10 d2X4 CA 1) it or! Lac. EI0 Size l L 2'9"l5 te'. . I'10`1C 3 L 5,4"6 20'GVS 1's 5o4Vaop�/ 1_ LeFt Right Label: HJ3-9 T.C. Size; 22x-44 Stab: 0' 0' Span: 5'4"6 B.C. Size: 2x4 Cant 2'9_15 0' Hei ht: l6'1'10 Lond: 47_110SBCCI 0.P,.: 0- 3' a y: l Girder: Yes Heel: 3-14 2'2"LO D/R Hi.: '2'2-10 Plles: I tt Bra: Loc. Elev. Size l L 24;L".7 11'1l"B ,f 2122 y w4X1+ w2X4 roll w2x4 CD1l ' LTrt RighT Lobel: Y12 C. Size: 2x4 Stub: ❑' 0' Span: llll`B B.C. Size: 2x4 Cont: 0' 0' Heicl°t: 24'l"? Load: 47-_11(SBCCI O.H.: 0' 0' Oiy: 1 Girder: �p No Heei: 0' 0' 0/R HY.: 'LI"15 i les, I i 4 Brqq. Loa. .Elev.. Size 1 L 0' 22. 1 "•7 .. 35' 11 "8. �.. V , rs�® •1i Left Right Lobel: 'V36 T.C. Size: 2x4 Stub: 0' D'� Spon: 35'I1"8 B.C. Size: 2x4 Cant: 0' 0'' Height: 22'L"7 Land: 47_110SBCCI G.H: 0' 0' OTV: I Girder: No He'ei: 0' 0' 0/H Ht.: 2'I1"15 Plies' 1 2' 2'°15 42X4 Ai) LeFt Stvb: O' Cant: 2' O.H.: 0' Heel: 4'3 i I ' , 12 6 # 1 3 ' Brgg. Lac. LI2' L 3'9-8 Elev'. 18'L"'!0 20'0"10 1 5i ze 8" L"B W2X3 3 Q12° —. Right Lobel EJ3-9 T.C. Size: 2x4 0' Span: 39'8 B.C: Slze: 2x4 0' He i ht: 18'I"10 Load: 47_11D_SBCCI 0• D : 2 Girder: No 2"2-15 „'A%R HY.: 2'2"15 P 'es: I # Brg . Loc. Ele— Size I L 0' 23'1`7 2311 a u%x4 i5 lf2% 3 x4 L011 LeFt Right Latxit v24 T:C. Slze: 2x4 Stub: 0' 0' Spon: 23'LI-0 B.C. S'Lze: 2x4 Cant: 0' 0' Height: 23'1`7 +.oad: 47_110-S8CC1 O.H.: 0' 0' 61y- J Girder: No Heel: 0' 0' 0/R Ht.: 1.11-15 Plies: 1 # -Brg_ Loc. Elev. S.z 1 L 0' 21'l-7 47' I a Left Right •Lobel: V48 T.C. Slze. 2x4 Stub: 0' 0' 0' Span: HelOght: 47'lt"8 21.1-7 B.C. Size: Load: 2.4 47_110..SBCCI Cant: O.H.: 0' 0' 0' Ftyy 1' Girder: No Heel: 0' 0' O/8 Ht.: 3111"15 P1lee: 1 JOB NO: 011410 PAGE NO: 6 OF 7 I L o Elegy. 20 1-7 59* 1 Ile L.Fr 0ignt L03ul: V60 T.C. Size: 2x4 C* 0* Span: 59*1.1"113 S.C- SLIze-.: 2x`1 lot: 0: 0: H h t: 8W 20*1"7 Gad _110_SBCC I H-: 0 0 0 1 Girder: 1447 0 eel: 0 D' O/A W: -. 4'1 V*15 Plies: I 0 I T- 0 4 0 Ct cn CC ❑ IL11 (A JOB NO: 0111410 PAGE NO: 7 OF FIRE MARSHAL'S M OFFICE r o Cn s X X St. Lucie County Fire District (561) 462-2312 • FAX (561) 462-2323 2400 Rhode Island Ave. Fort Pierce, FL 34950 AUTOMATIC FAN SHUT DOWN REQUIREMENTS FOR AIR HANDLING, SYSTEMS. The requirements for automatic fan shut down in air handling systems are the requirements of the Standard Mechanical Code, 1997 Edition, Chapter 4, Section 406, and the National Fire Protection Association, Life Safety Code NFPA 101. In determining which code to comply with, the following information is necessary. 1. A/C units make up a system and is referred to in the codes as an air handling system. 2. The NFPA Life Safety Code, Occupancy Chapters 8 through 31 references Heating, Ventilation, and air Conditioning and shall comply with Section 101-7-2 of the Life Safety Code. 3. Section 101.4-2 requires air conditioning, heating, ventilating ductwork, and related equipment to be installed in accordance with NFPA 90A, Standard For The Installation Of Air Conditioning and Ventilation Systems, or NFPA 9013, Standard For The Installation of Warm Air Heating and Air Conditioning Systems. 4. NFPA 90A. Scope: This standard applies to all systems for the movement of environmental air in structures that: y a. Serves spaces over 25,000 cubic feet in total volume, or Serve Type buildings of T III IV and V construction over three stories in height, regardless of volume. The construction types indicated are in accordance with NFPA 220. ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982-5652 561-462-1553 • DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect -or engineer. This Certification must be submitted with all applications. -for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential strdcture. This Certification shall not apply to interior renovations (provided that no structural. walls, -columns or other similar component is being_eff6ded) and certain other minor building permits. For further assistance, please contact. _ the Building Inspection Office at 462-1553 or 462-2172. CERTIFICATION STATEMENT: CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or complete the appmDdtebox) 1. STANDARD BUILDING CODE 1997 EDITION X_ ASCE 7-95 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: ZrJ I FT 4. WIND SPEED USED IN BUILDING; DESIGN: 1 1 O MPH S. ' WIND EXPOSURE CLASSIFICATION (REFER To EXPosURE TABLES IN BUILDING CODE IDENTIFIED IN LINE #1): S. _ AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Z g' S PSF' 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE `' 3 S :-'- PSF a. IMPORTANCE(USE FACTOR (oeTAIN FROM BUILDING CODE), ' 9., LOADS: FLOOR' 40 PSF'- ROORDEAD: 10 PSF ROOF/LIVE: Z U PSF •1Q:.;.� WERE SHEAR WALLS CONSIDERED FOR STRUCTURE- (CHECK ONE) YES NO If NO, why? (attach f .. `explainatlon) ."11s ISACONTINUOUS LOAD. PATH- PROVIDED�(CHECaroNE): YES! X- NO If NO, why? (attactr- explainatbn).- 12. ARE.COMPONENTAND.CLADDING DETAILS PROVIDED (CHECK ONE) YES X NO If NO, why? (attach w plainaWn) 13 . MINIMUNSOILBEARING PRESSURE:. PSF ASWITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION; INCLUDED WITH I CERTIFICATION: _ ISr TRUE AND CORRECT,' TO THE BEST OFMY KNOWLEDGE AND BELIEF. NAME 61), L WELL-4 I CERTIFICATION NO: L HERE] DESIGN FIRM: DATE: SL COV FORM NO: 020-00 _4 Component Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME —PORT ST. LUCIE MOVERS ADDRESS: _FT. PIERCE OWNER:- PORT ST. LUCIE MOVERS AGENT: : BUILDING TYPE: _Business'(Office) CONSTRUCTION CONDITION: New construction - DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: 14400- MAX. TONNAGE OF EQUIPMENT PER SYSTEM-: COMPLIANCE CALCULATION: Form 40OB-97 PERMITTING OFFICE: _ST. LUCIE COUNTY CLIMATE ZONE: _6 PERMIT NO: _00-000 JURISDICTION NO:_661000 NUMBER OF ZONES: 1 5 METHOD B DESIGN CRITERIA RESULT ENVELOPE PERFORMANCE 32.03 70.81 PASSES • OTHER ENVELOPE REQUIREMENTS PASSES LIGHTING INTERIOR LIGHTING 20000.00 27016.25 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 10.00 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Unconditioned Space 6.00 4.20 PASSES REHEAT SYSTEM TYPES USED, NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 0.97 0.88 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating w/o H 0.90 0.99 FAILS ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- speccifications covered by this calcu- tions covered by this calculation. lation are in compliance with the indicates compliance with the Florida Energy Efficiency Code. Florida Energy Efficiency Code. PREPARED BY: Before construction is completed, DATE: this building will be inspected for compliance in accordance with I. hereby certify that this building is Section 553.908, Florida Statutes. in compliance with the -Florida -Energy BUILDING.OFFICIAL:. Efficiency Code. DATE: OWNER/AGENT: DATE: I hereby certify(*,) that the system design i in compliance with:the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE` ARCHITECT MECHANICAL: PLUMBING ' ELECTRICAL: •+ LIGHTING 34984 1 (*) Signature is required where Florida la 4U7 ires design to'beperformed by registered design professionals. Typed am and registration numbers may be used where all relevant information is contained c: --;fined/sealed plans. ~ BUILDING ENVELOPE SYSTEMS COMPLI. 401._------GLAZING--ZONE 1------------------------------ --='--'---------- Elevation Type _---------------------- U SC VLT Shading ---- ---- Area(Sgft) North Commercial. ---- -------------- 1.31 .01 .0 None ---------- 84 East Commercial- 1.31 .01 0 None 9 Total Glass Area in Zone 1 = 93 Total Glass Area = 93 402.------WALLS--ZONE I ------------------------------------------------- Elevation Type ----------------------------------------- U Insul R Gross(Sgft) North 8"CMU/3/4"ISO ----- ------- Btwn 2411oc/5/8"Gyp 0.151 4 ----------- 1600 South 8"CMU/3/411ISO Btwn 2411oc/5/811Gyp 0.151 4 1600 East 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.151 4 3600 West 81'CMU/3/411ISO Btwn 2411oc/5/8"Gyp 0.151' 4 3600 Total Wall Area in Zone 1 = 10400 Total Gross Wall Area = 10400 403.- ----- DOORS --ZONE 1 ------------------------------------------------ Elevation Type --------------------------------------------------- U Area(Sgft) ----- Nortli 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 ---------- 21 Total Door Area in Zone 1 21 Total Door Area = 21 404.------ROOFS--ZONE I ------------------------------------------------ Type ------------------=----------------- Color U Insul R Area (Sgft) Atl Bldg Roof/R-19 Batt ------ ------------ Medium .051 19 ---------- 14400 Total Roof Area in Zone 1 = 14400 Total Roof Area = 14400 405.------FLOORS-ZONE I ------------------------------------------------ Type ------------------------------------------------ Insul R Area (Sqf t ) Slab on Grade/Uninsulated ------- 0 ---------- 14400 Total Floor Area in Zone 1 = 14400 Total Floor Area = 14400 406------- INFILTRATION -------------------------------------------------- CHECK Criteria in 406.1.ABCD have been met. (Infiltration MECHANICAL SYSTEMS CHECK HVAC load sizing -has been performed. (407.1.ABCD) 407.-------COOLING SYSTEMS-------------------------------------------- - Type No Efficiency IPLV Tons - I. Split System 4 10 1 5.00 408.------HEATING SYSTEMS ----------------------------------------------- *pe' No Efficiency BTU/hr -1. Electric Resistance - 4 1 3142.0 409.------VENTILATION -------------------------------------------------------- 1--- CHECK Ventilation Criteria in 409.1.ABCD have been met. 410.-----AIR DISTRIBUTION SYSTEM ------- --------------------------------- CHECK Duct sizing and design have been performed. (410.1.ABCD) AHU Type Duct Location R-value ---------------------------------------------------------------- 1. Packaged Constant Volume Unconditioned Space 6 CHECK Testing and balancing will be performed. (410.1.ABCD) I 41,,1 ------ PUMPS AND PIPING -ZONE -------------------------------------- --- Basic prescriptive requirements in 411.1.ABCD have been met. 1. PLUMBING-SYSTEMS- 411.-----PUMPS AND PIPING -ZONE. 1--------------------------------------- --- Type R-value/in Diameter Thickness --------------------------------------------------- 1. Non -Circulating w/o Heat 4.2 ..5 .9 412------ WATER HEATING SYSTEMS -ZONE 1---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons '1. <=12 kW .97 0 4.2 40 ELECTRICAL SYSTEMS CHECK 413.-----ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413.1.ABCD.have been met. 414.-----MOTORS --------------------------------------------------- ----- --- Motor efficiencies in 414.1.ABCD have been met. 415.-----LIGHTING SYSTEMS -ZONE I ------------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- ----------------- ----------------- --- ------ ---------- Reading, T 1 On/Off 24 20000 14400 Total Watts for Zone 1 = 20000 Total Area for Zone 1 = 14400 Total Watts = 20000 Total Area = 14400 CHECK Lighting criteria in 415.1.ABCD have been met. 16. Operation/maintenance.manual will be provided to owner.(102.1) ---------------------------------------------------------------------------- PROJECT TITLE PORT ST. LUCIE MOVERS BUILDING TYPE Business (Office) BUILDING LOCATION ST. LUCIE COUNTY BUILDING AREA(ft2): 14400. BUILDING ENVELOPE COMPONENT PERFORMANCE 'WALL ORIENTATION WEIGHTED AVER. N NE E SE S SW W NW DESIGN CRITERIA WALL 1600 3600 1600 3600 0.01 0.285 GL- 84- 9- 0-- - - 0- WWR - - WWR - - SC 0.010 0.010 0.000 0.000 0:01 0.500 PF 0.00 0.00 0.00 0.00 0.00- 0.00 VLT 0.00 0.00 0.00 0.00 0..00 N/A Uof 1.310 1.310 0.000 0.000 0.66 1.150 W Uo 0.15 0.15 0.15 0.15 0.15 0.371 HC 21.00 21.00 21.00 '21.00. 21.00 1 IP 3 3 3 3 3 N/A LOAD S-TOTAL- R-EAT 0.270 0.387 0.155 0.367 1.178< 3.413 COOL 4.549 11.161 5.345 9.796 30.851< 67.402 SUM 4.819 11.547 5.500 10.162 32.029< 70.815 ******** PASSES ******* OTHER ENVELOPE REQUIREMENTS MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS: DESIGN CRITERIA 11 Percentage of Roof Area in Skylights 0.000 = 0.0000 n MAXIMUM ALLOWABLE Uo: 11 Roof 0.051 < 0.0868 u ******** PASSES ******* PROJECT TITLE PORT ST. LUCIE MOVERS BUILDING TYPE Business (Office) BUILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2.) : 14400 LIGHTING SYSTEM PERFORMANCE BUILDING DESIGN : Interior Lighting -Power 20000 W 1.39 W/Gross ft2 Exterior Lighting Power 0 W INTERIOR LIGHTING.CRITERIA:' Space . No:. _Type Area Cig Ht SpacesAF UPD PB LPB Total LPB 26 I4400.0 20.0- 1 3-04 1.80 1.88' 27016 27016 _Unit Power Density 1.88. W/Gross ft2. Interior Lighting Power Allowance 27016 W ******** PASSES ******** EXTERJOR LIGHTING CRITERIA: AREA AREA AREA OR ALLOWANCE -LODE DESCRIPTION LENGTH WATTS EXterior Lighting Power Allowance 0.00 W **** Not.Applicable **** __— LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT SPACE NO. CONTROLS CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE-1 NO. TYPE.2 .NO. DESIGN CRITERIA 26 Reading, T 14400.0 1 On/Off 24 0 24 > 13 ******** PASSES ******** PROJECT TITLE PORT ST. LUCIE MOVERS BUILDING TYPE Business (Office) BUILDING LOCATION ST. LUCIE COUNTY BUILDING AREA(ft2) : 14400 HVAC SYSTEM.REQUIREMENTS: Cooling System Type Measure #1 #2 Minim. #1 Minim. #2 System Eff.#1 System Eff.#2 Result for #1 Result for #2 Split Sys. SEER 10.00 0.00 10.00 1.00 PASSES, Heating System Measure Minimum Req. Efficiency Result Ele. Resis. Et 1.00. N/A ******** PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone # Duct Location Minimum R-Value Design R-Value Result 1. - Unconditioned Space 4.20 6.'00 PASSES ***** PASSES ******** PROJECT TITLE PORT ST. LUCIE MOVERS BUILDING TYPE Business (Office) BUILDING LOCATION ST: LUCIX COUNTY BUILDING- AREA(ft2,) : 14400 WATER HEATING SYSTEM REQUIREMENTS System Measure Minimum I Maximum I Design I Design Result Type EF / Et SL EF / Et SL Electric <= 12kW EF' 0.87'70 0.0000 0.970 0.000 PASSES ******** PASSES ******** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness(in) System Type _ 0.D.(in)- Minimum Req._ Design_ Result - Non -Circulating w 0.50 0.987 0.90 FAILS ******** FAILS ******** date: ROOM: O r-Rcm PAUL WELCH INC. Mechanical • Electrical • Civil • Engineering 1984 S.W. 811tmore St. #114 Part St. Lucie, FL 34984 Phone (407) 785-9888 FAX (407) 785-9933 m'I UY _ ARM: 2 12.0 Sheet � of JOB: ZONE: 1 . - WALL................ 2R6 SF' x 3 tog - —WALL.'. 0 ............. SF x 1.% _ CWALL ............... sr x 4•`�� _ �ID'S f A WALL ............... °o SF x -- GLAS5..... < .......... SF x _ 30 GLASS.............. SF x GLASS.............. �6 SF x GLASS.............. SF x _ 23�D 2' Z ROOF...... .............. SF x: _ LIGHTS ................. 4000 W x 3.41 = 20 D cfnt; x S 4 _ Sub Total = 5� duct losses° = TOTAL. 4061 Zi �Ic r 13640 �60b 152V13 15.11 I -I a- 8- afmr u t. • PAULL WELCH INC.. Mechanical . Electrical - Civil • Engineering 1984 S.W. 8iltmore St. #114 PortSt. Lucie, FL 34984 Phone (407) 785-9888 FAX (407) 785-9933 • A P R; � � 4 '2000 date: sheet i of 14A -AL "N" HVAC* WORK SHEEP ROON: wI C AREA: JOB: �l'�L i(V1av� s-t periz�,4 ZONE: • WALL.......... .. cs SF x • - S WALL ............... L�2a F . x. S ,WALL............... �d� SF x` = 3°�L,�6 V" WALL.•...••••..•.•♦ �C� SF x �•SG ,j24� GLASS...... ...... SF x GLASS.............. SF x IYI GLASS .............. SF x = ' ' WGLASS .............. -IL!—GLASS... SF x - ROOF ..... ♦ . • ........... ( SF x 2.1/ = 2 rI S Z " LIGHTS .................... 3od o W x 3.41 = l a 3 fo 4 PEOPLE....... •......... x - to INFIL, l I �- • Sub Total = l $ 4 3 5-t duct. losses - TOTAL: afmr 5. NFPA 90A. For the purpose of this standard, a space is considered as the entire building or a portion thereof separated from other portions of the building by fire resistance ratedi construction and whose environmental air does not mix with that of any other space. F6r spaces not exceeding 25,000 cubic feet in volume, reference, the Standard Mechanical Code, Chapter 4, Section 406. 6. Spaces not exceeding 25,000 cubic fee t'iii total volume shall be in accordance with the Standard Mechanical Code, 1997 Edition. 7. Automatic fan shut down requirements. NFPA 90A. a. Location: Smoke detectors listed for use in air distribution systems shall be located: 1.) Downstream of the air filters and ahead of any branch connections in air supply systems of greater than 2,000 cfin capacity. 2.) At each story prior to the .connection to a common return and prior to any recirculation or fresh air inlet connection in air return systems over 15,000 cfm capacity and serving more than one story. Exception #1: Return systems smoke detectors are not required when the entire space served by the air distribution system is protected by a system of area smoke detectors. Exception #2: Fan units whose sole function is to remove air from inside the building to outside the building. b. Function. Required smoke detectors shall automatically stop their respective fan(s) upon detecting the presence of smoke. Exception: Where the return air fan is functioning as part of an engineered smoke control system and a different mode is required. C. Installation. Listed duct type smoke detectors shall be installed in accordance with NFPA 72, National Fire Alarm Code. 1.) When an approved protective signaling system (fire alarm) is installed in the building the smoke detectors shall be connected to the protective signaling system in accordance with NFPA 72. Activation of any air distribution system _ smoke detector will cause a supervisory signal to be indicated at a constantly attended location or will cause an ------- alarm signal.... - - -- ------------ 2.) All detection devices used for the operation of smoke dampers, fire dampers, fan control, smoke doors, and fire " doors shall be monitored for integrity in accordance with NFPA 72, 1-5.8 where connected to the fire alarm system serving the protected premises. 3.) When smoke detectors are installed in a building not equipped with an approved protective signaling system, the system shall a.) cause a visual and audible signal in a normally occupied area, and b.) smoke detector trouble conditions shall be indicated visually or audibly in a normally occupied area and • shall be identified as air detector trouble. c.) The above signal requirements can be annunciated with a simple remote test station with a sounder. 8. Smoke detectors having power supplied separately from the signaling system (fire alarm) for the sole function of stopping fans do not require standby power. STANDARD MECHANICAL CODE Automatic Fan Shutdown Requirement's: a. Systems serving buildings or spaces less than 25,000 cubic feet in volume shall comply with the requirements of the Standard Mechanical Code, Chapter 4, Section 406, 1997 Edition. b. Capacity greater than 2,000 cfin. Recirculating air systems with a fan capacity greater. than 2,000.. cfin shall automatically shut down by means of an approved smoke detector placed in the return air stream prior to any exhausting from the building or'inixing with fresh air makeup. c. Capacity 2,000 cfin or less. Reciculating air systems with a fan capacity of 2,000 cfin or less, but serving an area used for egress, shall have automatic fan shutdown. This would be foyers, lobbies, stairways, corridors, and passageways. r ' Code Conflicts. a. There is some confusion as to the installation of duct type detectors in the supply air or return air systems. The important advantages of detectors being installed in the supply air is the supply air is filtered and will be free of dust that can collect on the detector(s). Some manufacturers specify the installation in supply air only. b. When duct type detectors are connected to a protective signaling system (fire alarm), detectors shall be installed in the supply air in accordance with NFPA 90A. Fire alarm systems are • Uniform Fire Safety Standards and the requirements shall be in accordance with NFPA 101 Life Safety Code and not the Standard Mechanical Code. GEORGl.TO CONSTRUCTION P,O, BOX 3230 FT, WERCE FL. 3494$ PH. (561) 466-5489 FAX ($61) 489-5502 EMAIL GEORGiTON F@AOL.COM April 3.2001 To; Building Department, St, Lucie County, Georg}ton Construrtion agrees to delete the following Sub - Contractor from permit # D.Q-2y, .....� (kasooiated Air) and allow the following Sub�Contrac+tor to be added, (AIC 1/1't ed l ) 'a r V (D •t '1 - r ST. LUCIE COUNTY PUBLIC WORKS �� Gy BUILDING' & ZONING DEPARTMENT BUILDING PERMIT ' SUB -CONTRACTOR AGREEMENT - 641 c( St. Lucie County Contractor Certification Number. O AC o.57 `l10 � 7 State of Florida Certification Number (if appiicable): (�S Loo 1V I)hdi1ia ni nc o- gco�in� 6er.%ic 44c_ has agreed to be (company! ividual name) I the Q I V l'r)V) �I 1r yl sub -contractor for 6-e 3+ . (type of construction trade) (name dt the prime contractor) for the project located at ko I SS . LA S I . It is understood that, (street address or property tax ID #) if there is any . change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor a Form (SLCCDV FORM NO. 004-00). BUSINESS QUALIFIER (original signatures required): gnature /J Print name Date business name: address: .city,state,zip: ioc &yO4 1012' phone:[ /— 33b—b-g13 FICELISE?ONLY SLCCDV FORM NO.: OC PERMIT # CQ ' fl 2z__ ISSUE DATE -00 ,a� �: BJS.INF SS AND PRQFESSIO AL' REGULATION �FPA:�it�� 11 , �F ;VWSTty _IC1MSiNS 304R0 - 7gb:f '1RLI1',i:�TJIV ='XPR=SSytAY S TE .IACKSOWILLE J!� FL 3221 i-74fi7 AIR- C7NDTTT0.4ING, & 'HEATI'�G MEDIC INC ,, ,1149 •D'n0M4ELL' LANE PORT SAINT LUCIE FL 34983 EM (9)4) 727-61530 D0STATE OF FLORIDA AC# 5'8 6 6 3 9.9 .. .EPAR'T.M8NT,rOF....BUSINE•SS'AND :• PROFESS.3'k-,'`;:,f' GULATIQN LA 9990225•fr. i r ' t OHD CONTR. •CLASS B C +',fl..lA.`' :•. . >:LLi.i;u :TING MEDIE; AIR' CONDITv,;:•,;,'...., under IS CE�tTIFiED the provisions of Ch. 489. 89 FS. 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L..I!.A : 'a!5�:•'{ :.•Lxjrr ;r.r'. _ ~.�.• �•r' •� L 'pj h 1� ••+t►•G. '•il:�t ��g "� .. ,y �' ••�'f t 1r•;•�' '1'•iY ?r r '•I!il•R';�i!•;.,t •s:�: }}'n.`•� r,:_ .j I :,>•{. '�'•f.�'. `�rf��' 3.•. 7' yi,.-I'll�lfr,i'I�!: �ar'F.' .T; K: �• „ - :T118 � rr :I.'''!I _ s ;r�,4; ;.,i. y� /x` �e� J••••iJ•.'�i�• Tr .},i•:� �JfYrn��M .� TJ�IE •r^,•'dr ', i1' •.��1^ I' , ,'. , I�!j' mP'•t'y , :'Undei the ravtsin a ' FS.' Expiration. A 2 D 02 I ':.. I:Pt•n:, ;IrN!u ••. ',•y!:!�c!iau�,l;S,`u:,::.w!,,+;ln" 1 ' .. - ., ', � .. • • • .. ' • . � „• . • • .', I , `• j::i" !1'ijci: :. i:jl.j .I Ir Ilj:i•:!1`r. .!•uj �:r ... : i : • . �°uir :fay iq9� �Ilio. • •u.. a;...;ra:;. ;!Iga;"I;;� ud' � :•: ' • : ' .i: r � u,;njniv":r:•' , T4ARK'L.Y3�1�'i •' ,.',' `'• '' •��.; �'�'��6. r i'7+'rr�:'' ... •CAMPSELI: AZR CONDITIONING C ,HEA L-DIG`•••X'N:r•'r; b'' hv.:. ELL' ' LANE 1 149 0 fl0NN �?•34:4�3•� ,.:1.:-...•�.�, f�: '�:; • - • P{)RT SNJNT'LUCTF ;y x YNTHIA-• A.1•-HEN©EKSON ,iEB RUSH, SECRETARY ......... GOVE-RMOR : DISPt.AY AS REQUIRED BY LAW. t POUl[ #"LCH INC. Mechanical • Electrical • Civil • Engineering 1984 S.W. Biltmore St. #114 Port St. Lucie, FL 34984 Phone (561) 785-9888 FAX (561) 785-9933 October 09, 2001 Re: PSL Moving & Storage St. Lucie Co., FL To Whom It May Concern: Please be advised that the HVAC fire dampers have been installed and meet with our engineering approval for the above referenced project. Thank you for your attention to this matter. Submitted by: PAUL WELCH INC. Paul Welch, P.E. PW:PP t ' PAM WI.CH INC. Mechanical • EleOrkAl • Civil • Engineering 1984 S.W. Biltmore St. #114 Port St. Lucie, FL 34984 Phone (561) 785-9888 FAX (561) 785-9933 P. � � a July 09, 2001 JUL 19 2001. Re: PSL Moving & Storage St. Lucie County Public Works I Permit No. 200800474 To Whom It May Concern: Please be advised that our office has reviewed the strapping for the front overhang for the above referenced project .and find that it meets with our engineering and plan specified requirement. Thank you for your attention to this matter. rSVtted by: PA WELCH INC. , P.E. PW:ns -a (3D(:6 t ) '' U1, VEI,C11 INC. Mechanical Elec't!!9cal • Civil µEngineering 1984 S.W. Biltmore St. #114 Port St. Lucie, FL 34984 Phone (561) 785-9888 FAX (561) 785-9933 June 21, 2001 Re: Port St. Lucie Moving & Storage To Whom It May Concern: p_j)t� �� �?q Please be advised that our office did a walkthru inspection of the abovo'-referenced project this date and find that the work completed did not follow the engineering plans exactly and there were several items that were added such as doors, electrical receptacles, etc. Our office is presently working on an as built plan for building department review depicting all of the revisions. The revisions in our opinion will not affect the structural integrety of the project and would ask that the work be allowed to continue pending the. as built plans being submitted before any further inspections,are allowed. Thank you for your attention to this matter. bmi ted by: AUL-_ LCH INC. 1.IW44ch, P.E. PW:ns OFFICE USE ONLY: DATE FILED: rl O� �o REVISION FEE: Atkp f n QQ (� PERMIT NUMBER: U OOU 9 RECEIPT NO.:OI 10 Fr % S'� ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: �S16 / �5oc-A C� 5 yr 2_ DF.TATI.Fn nFRCRTPTION.1; OF PRO.TF.CT 3. CONTRACTOR INFORMATION: ST. OF FL REG./CERT# C'. C BUSINESS NAME: �or� Qualifiers Name: ADDRESS: CITY: PHONE (DAYTIME): &le)1- 4. ARCHIT/ENGINEER: NAME: Cdcc ADDRESS: (.cJ CITY: PHONE (DAYTIME): 62,�-i- ST. LUCIE COUNTY CERT.# YG-e_ STATE: /=/ ZIP: Jy y57J 5y�y FAX# ,6-6/- ;%k%- 5 '5—D 2 S T. —L AJ 'C . I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PAYMENT R E C E I P T I TRANSACTION NUMBER: 01138753 TRANSACTION DATE: 27 JUN 2001 PERMIT NUMBER: 20080474 PERMIT TYPE: BUILDING COMMERCIAL I PERMIT JOB DESC: CONSTRUCT MINI -WAREHOUSE AND SELF -STORAGE FACILITY JOB ADDR: 5801 U S 1 S (46419) PARCEL NUMBER: 3410-244-0005-000/3 FCC DESC: *STORES & CUSTOMER SERVICES (327 ) APPLICANT: DANIEL G GEORGITON F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT ------------------------------------------------------- REVIS REVISION TO PLANS 50.00 AMOUNT PAID: $50.00 FEE WAIVED: CHECK NBR: 5603 PAID BY: PORT ST LUCIE MOVING & STORAGE MEMO: LAG T PAU14 WELCH INC. Mechanical • Electrical • Civil • Engineering 1984 S.W. Biltmore St. #114 Port St. Lucie, FL 34984 Phone (561) 785-9888 FAX (561) 785-9933 11 190V July 03, 2001 FILL' %�-Vlr. I Re: Port Saint Lucie Moving & Storage I To Whom It May Concern: Please be advised of revisions to plans and specifications for the above referenced project as follows: 1. Delete concrete interior footing pads as shown on foundation plan due to change in future second floor structural modifications. This revision meets with'our plan specified and engineering requirements. Thank you for your attention to this matter. &bitted by: WELCH INC. \---- THESE PLANS AND ALL PROPOSED WORK Paul e 1 ch , P.E. ARE SUBJECT TO ANY CORRECTIONS PW - ns REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 2 x 6 o1, 6.47--l-192.00 [16'-0.00"] STEEL 4.75 TUBE -L PLATE STEEL PLATE 195.25 [16'-3.25"] v " 196.00 [16'-4.00"] MEASURED 0.� (1) FILM THICKNESS ..0015 TO .0002 198.18 [16'-6.18"] 16'-4.25" 16'-1.88" 2.38" 16'-4.00" 1.88" 2.12" 16'-4.25" 3 16'-4.00" 16'-6,00" 16'-6.18" 0 BOLTS O O co PAUL WELCH INC. 1984 S.W. BILTMORE ST., SUITE 114 JuL 5 200Z PORT ST. LUCIE, FL 34`984 SHEET 2— B. CRAYDEN 01/12/2001 DIAGRAM BASED ON HAND SKETCH BY A.E. 06/21/99 F200025 o Wayne Dalton Rolling Door Division 14512 Lincoln Way East Dalton, Ohio 44618 Phone (330) 828-2291 Fax (330) 828-1054 DS-350 Wind Tunnel Test Report and Drawing *J 4 TEST DATE: TEST REPORT DATE: DRAWING NUMBER: DRAWING DATE: DESIGN PRESSURE: TEST PRESSURE: TEST METHOD: DELEGATED ENGINEER: (per 61G15-30.002.3) ENGINEER OF RECORD: June 24', 1999 June 28�h, 1999 DS350-T1, two pages June 20, 1999 31.0 psf 46.5 psf ASTM E 330 W.S. Wilson, Florida P.E. # 48489 David L. Monsour, Florida P.E. # 46475 14512 Lincoln Way East Dalton, Ohio 44618 PO l-O �20�0 PAUL WELCH INC. 1984 S.W. BILTMORE ST., SUITE 114 PORT ST. LUCIE, FL 34984 June 28, 1999 WINDLOAD TEST DS350 Pensacola, Florida Test set up by Eric Griffith, Dave Ryan, and assisted by Mike. Witnessed by Sid Wilson and Alvin Eiterman. The opening 16'-" wide x 8'-0" high had a frame of 2" thick x 6.47" wide wood jambs and lintel as illustrated on sheet no. 2-X and 3-X. The material appeared to be yellow pine, which was very hard. There were two rows of 1/2" bolts spaced approximately 18" o.c. holding the wood to the steel jambs. The wood was supported across the width of the wood by steel plate. The row of 1/2" bolts nearest the jamb had to be removed to allow the guides to be mounted. Blocking secured by angles was secured to the header to allow the top bolt of the shaft bracket to be bolted, as shown on sheet no.2. The door guides were secured to the jambs with 5116" hex lid. lag screws. When bolting the rolled guide section to the mounting angles, the 5116" self tapping, screws were found to be of very poor thread quality and in turn produced very poor quality threads in the mounting angles. After mounting, the rolled guide section, the door was mounted and the curtain was pulled down through the guides. The guide dimension was set at .870" not including the vinyl strips. In order to allow free movement of the curtain, it was necessary to increase the guide opening to .890". This was done by prying open the guide opening. The curtain was sealed with the .002" thick plastic film specified. The barrel position was measured from the shaft bracket to the barrel washers. The dimension remained constant after every test. Windlocks were riveted to each end of the curtain with 3/16" flat head rivets. The windlocks were the modified windlocks, with the standard windlock tip milled off to -give a 1/8" lower profile. The rolled guide section was .095" thick, and the wall angle was A I" thick. The guides were set to give the required 3/8" slip. The guides were equipped with the vinyl type for the hook and the other type for the flat plate. All of the tests were witnessed by Sid Wilson of the Pensacola Plant. TEST NO. 1 NEGATIVE (1) The door withstood the 23.3 lbs per square foot for 10 seconds. (A) Maximum deflection at the center was 15.46". (B) The curtain returned to .19" of deflection at the center. (c) The bottom bar angle was bent and did not return. (2) The jamb failed before the 46.5 lbs. per square foot was reached. (A) The jamb failed at 31 lbs per square foot. (B) The deflection of the curtain at the center was 18.8" at 341 lbs per square foot. (C) Sheet no. 1-X illustrates the wood jamb after the test and the lines of the splits and the position of the holes. Observation: The guide bowed toward the wind chamber, rotating the auide prying the bolt upward, which in turn caused the wood to split at the lag screws. Although damage was not severe, the curtain did flatten at the windlock when the wood failed. The wood at the right jamb did not show any sign of failure.. PAGE 1 TEST N 0.2 Since the wood was not strong enough to take the load,with the mounting angle configuration, it was decided not to risk testing the wood mounting again. The wood was removed leaving the steel plate frame for the mounting. New guides were therefore bolted to the steel plate jambs with 5116" x 3/4" la. hex hd. mach. screws, grade 5. These were used to simulate 5116 self drilling " I'EK" screws, which should be equivalent in strength. Thick ( 1/8" ) plastic was taped to the bottom bar to act as a seal and a wiper, along with the .002 " thick plastic film on this test This method of seal seemed to work much better, and is the method they use in their testing in Pensacola. NEGATIVE (TEST 2) (1) The door successfully passed the 23.3 lbs per sq. foot pressure, for 10 seconds. (A) Deflection was 13.37". (B) Relaxed deflection was 1.44". (C) No shift in the barrel. (2) The door was unsuccessful in the attempt to go to 46.5 lbs. per square foot. (A) The threads in the left "G" section, holding the '`G" section to the mounting angle stripped, allowing the guide to come loose up to about 6-0". (B) The maximum deflection at the failure load of 22.141bs. per square foot (93 m.p.h. )was 15.48". At this point, the guide assembly bolts were replaced with 5/16" x 1" long hex head bolts and 5116" hex nuts. The nuts were on the outside face of the mounting angle. New guides were not used. Since there was nothing changed affecting the 23.13 lbs per square foot negative load, which already had been done, Sid agreed that it would not be necessary to repeat the half load. TEST N0.3 NEGATIVE (1) The load of 46.5 lbs. per square foot was successful. (A) The left guide angle was bent around the mounting bolts so that the "heel" of the angle was off the mounting plate .439" on the left jamb and .5825" on the right jamb. (B) The leg of the left guide mounting angle against the rolled section was bowed out between the assembly bolts to .3854" at the bottom. progressively decreasing to .1875" between the two top assembly bolts. The right guide mounting angle was bowed a little less, .24" at the bottom to .0975" at the top. (C) The curtain was permanently bowed about 7" and the bottom bar was bent. POSITIVE (1) The door passed the 23.3 lbs. per square foot load for 10 seconds. (A) The curtain started the 46.5 lbs. per square foot load with a deflection of 7.18". (B) The curtain deflected a total of 17.9". (C) The curtain relaxed to -4.98" (toward the negative). (2) The door passed the 46.5 lbs. per square foot pressure for 10 seconds. (A) Deflection was 20.7" at center. ( B) Windlocks were not bent. PAGE 2 (C) The mounting angle bent in toward the wind chamber, while the mounting angle at the '`G" section bent away from the wind chamber. : This allowed the "G" section to follow the contour of the curtain, however it allowed the WIDTH '-C" dimension to decrease allowing the windlocks to catch the protruding hex head bolts. binding up the door, so that it would not open ( see drawing DS350-T1)_ TEST NOA Test no. 4 was the first test of the " Atler " configuration guides (see sheet no. 4-X). Standard DSI windlocks were used on the 16'-0" x 8'-0" door. The door guides were bolted to the steel plate jambs with 5116" x I" long grade 5 tap bolts. The vinyl stripping was the same as used with the angle guide, except the flap was cut off the windlock hook pieces. The outside guide angle was bolted to the inside of the bent "C" shape with the 5116" self tapping screws, but the holes in the angle were tapped because of the inability of the self tapping screws to make an acceptable thread. The guide dimensions were set to the .890" slat opening dimension. NEGATIVE (1) Door was loaded to 24 psf and came out of the guides (A) Deflection was 15.12" before it came out. (B) Plastic was gouged and tore allowing the curtain to come out of the guides on the left side about 4'-0" from the floor. It was decided at this point, to test the door without the vinyl strip on the windlock hook, to see if it could be determined if the shape of the windlock caused the failure or whether it was the vinyl. Since the uides were not damaged, the vinyl was taken off and the guides re-used- C; TEST NO. 5 NEGATIVE (1) Door was loaded to 23.31bs. per square foot for 10 seconds (hit 100 m.p.h. at one point). (A) No problem noted. (2) Door was loaded to 46.5 P.S.F. (137 m.p.h. max. indicated). (A) 11.8" deflection. (B) No sign of guide distortion. PAGE 3 POSITIVE (1) Door was loaded to half load 23.3 lbs. per sq. ft. for 10 seconds (107 m.p.h. max. indicated) (A) '-13 " deflection (B) Returned to .04" (2) Door was to be loaded to 46.5 PSF (A) Door came out of guides at the left guide. About 4'-0" of curtain zippered out of guide at 91 m.p.h. (21.2 lbs. per sq. ft.). (B) Deflection at blow out was 13.7". (C) No guide deformation or other damage noted. Observation: It was concluded that the large radius on the windlock hook allows the windlock to slide over the edge of the windlock hook in the guide. Since the guide does not deflect, the curtain deflection angle allows the curtain to go into end restraint, prying the angle open and allowing the curtain to come out. The vinyl .allowed the same sliding action, but because it was a softer material, the blow out happened sooner. The other rolled Guide type would probably have come out also except for the 3- following reasons. The windlocks were flattened. which caused the windlock to dig in the comers, instead of riding over the radius, and the mounting angle bent to conform to the angle of the curtain deflection, thus allowing the windlock hook to be normal to the guide retum. If the windlock were redesigned to have a flat hook, it is probable that the "Atler' type guide would work. The assembly bolts are in only 3/8" from the edge of the guide members. The small "resisting leg" allows the prying action of the curtain in the guide to cause more deflection in the angle. which in turn allows the curtain to come out of the wide easier. Increasing the resisting leg should therefore help prevent blow out. Alvin Eiterman Senior Product Engineer P-M_ i Florida P.E. 7•2o-XT PAGE 4 0 0 Lo 01.75 0 Ki iI -j --1 1.75 RIGHT JAMB WOOD YELLOW PINE (VERY HARD) LAST BOLT BREAKOUT SHEET 1-X B. CRAYDEN 01/12/2001 DIAGRAM BASED ON HAND SKETCH BY A.E. �p l�fGfZ�vl F200024 UULLI.J MI\L IIYI LI\IUI\ VUMLII 1 - HAD DIFFICULTY TO KEEP THREADS FROM STRIPPING OUT OF STEEL - THREADS WERE POORLY FORMED I .50 WIDTH C 1 6'-6.00" 4.62" 1 6'-1.38" MADE SLOT .84 TO .86 FROM .82 TO ALLOW CURTAIN TO COME DOWN IN GUIDES EASIER - OPENING DIMENSION WITHOUT VINYL WAS .870 WHICH WAS -.020 FROM THE .890 NOMINAL 192.00 [16'-0.00"] 0 o N .09 —{ I I .09 1.00 I �-SECTION LENGTH = 196.00 [16'-4.00"]-- 1.00 198.18 [16'-6.18"] BOTH GUIDES) ELEVATION SHEET 3-X B. CRAYDEN 01/15/2001 DIAGRAM BASED ON HAND SKETCH BY A.E. 06/22/99 9:00 -610 r F200026 2 x 6 o ij O.E 6.47 ►-L-1 9 2.00 [ 1 6'-0.0 0 "] STEEL 4.75 TUBE T^-L PLATE STEEL PLATE 195.25 [16'-3.25"] n n 196.00 [16'-4.00"] MEASURED (1) FILM THICKNESS .0015 TO .0002 198.18 [16'-6.18"] 16'-4.25" 1 6'-1.88" 2.38" 16'-4.00" 1.88" 2.12" 16'-4.25" .94 I--1.38 16'-4.00" 16'-6.00" .18„ 1 6'-6.18" + + + 0 BOLTS + + --+ + U O O O SHEET 2- B. CRAYDEN 01/12/2001 DIAGRAM BASED ON HAND SKETCH BY A.E. 06/21/99 Vo F200025 TEST 4 6 x 6 TUBE N 05/16 H.H.C.S., GRADE 5 `1 uJ 05/16-18 Lo Lo L SELF TAP �1.38 N N 1 6'-0" x 8'-0" DOOR STANDARD WINDLOCKS TAPPED IN ANGLE VINYL WEAR STRIP (FLAP CUT OFF) VINYL WEATHERSTRIP w/ FLAP HOOK TO HOOK 195.25 196.00 [16'-4.00"] SECTION LENGTH TUBE ATE 255 SHEET 4-X B. CRAYDEN 01/16/2001 DIAGRAM BASED ON HAND SKETCH BY A.E. 8�O 0,/" �0' F200027 DS350—T1 j SHEET I OF 2 5/16'x3/4' MAC11. SCREWS r r . r a � MOUNRNG BRACKET— iEE DETAIL FOR DIMS) OO 4 STOP call SIDE (IIORLW.LY INSIDE) DOLTS - DDRI AAMBS +GAGED DURING TEST. 0.625 TYP. 0.125 TV. \ WINDLOCKS I INSTALLED ON EVERY BEAD _ 0.019 ►INN 1HK l6� � ''ERR — pz C-0RRUGATFD RIfEi MATL SPEC:.019 AM A-446 GRADE A. CALV. IllN SPANGLE COMMERCIAL QUALITY. PAINT: I MIL OUTSIDE, .5 MIL INSIDE. OAIE I REVWI DESCRIPTION F14 2.2.3GLE Ix2x3/I6 ANGLE WETDED BRACKET SIEEL 1110: 5/16.3/4 MAGI SCREWS 2.000' 0.375" 3116 STRUCTURAL BLIND RNEIS, CHERRY SSC54 RIVETS (2 PER WINDLOCK) GUIDE,OEIAI o.43a' 5/I6-18x1" IIIICS k NUT GRADE 2 2 x 1 1/2 x 1/8 ANGLE , (2 x 2 x I/e for OS-350) David L. Monsour, Florida P.E. # 46475 ION QTY. PART IUMBFR DESCRFDOI1 J BOTTOM BAR 14512 Lincoln WayEast Dalton Ohio 44618 �. _ This door was successfully tested to a windload pressure of 31.0 psi (nominal 110 mph wind speed) Design Load and 46.5 psi Test Load per ASTM-E-330. Door was not operable offer lest. r Wa7mt Dalton Runin8 rkme DiviaE+nnt T r 14512 LlimmIn Way East .13milloin, Ohio "SIR "'LE DS-350; WINDLOAO TEST CONSTRUCTION 31.0 PSF DESIGN LOAD (46.5 PSF TEST LOAD) MAIERVL SEAL ALUMINUM BOTTOM BAR DETAIL v/ J % I O rU�4+ O/ � / �J 7=zQ- " Sid Wilson. Florida P.E. TOLERANCES: UfIlE55 OTHERWISE SPECK FRACTIONSt.02 DECK W t .a005 DEGREES 1..a PRODUCT OS-350 I'm no. 0104.ITY ARB DATE6/24/99 oRAmnc DS350—T I CFM. Bt ILIA �lE NONE ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM DATE: q- � b -03 -I NAME OF FEEPAYER: ADDRESS: PERMIT .2d6?n C/ r ROAD IMPACT ZONE: THE IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED ON THE FEE SCHEDULE ADOPTED ON 5-09-00, EFFECTIVE 10-01-00. IMPACT FEE CALCULATIONS LAND USE TYPE: ti # SQ FEET (PER 100 ROAD: (# SQ FT - BY 1000) X ( FEE PER UNIT) _ ($) a.L3 X l021 a = $ o2?�I, `�� PUB IC B ILDINGS: 12 X =$ FIRE / EMS+L?,/ X =$ S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PAYMENT -SLIP PERMIT NUMBER: 20080474 BUILDING COMMERCIAL 20 OCT 2003 --------- APPLICANT ---------- ----------- OWNER------------ DANIEL G GEORGITON STORAGE DEPOT OF THE TREASURE CONTRACTOR D.B.A. GEORGITON DANIEL G FEE DESCRIPTION AMOUNT DUE ROAD4 ROAD IMPACT FEE SO MAINLAND 4 $2,831.40 RDCR4 RIF SO MAINLAND 4 CREDIT $-1,036.62 PUBL-C PUBLIC BUILDINGS -CORRECTIONAL $877.50 CRPB-C CREDIT PUBLIC BLDG - CORRECTIO $-201.24 FIRE/E FIRE/EMS IMPACT FEE $285.48 CRFR/E CREDIT FIRE/EMS IMPACT FEE $-238.68 TOTAL THIS IS NOT A RECEIPT $2,517.84 Linda Pendarvis - jim christ 461-9555 or 370-4024 Page D1 From: Beverly Dimon To: Linda Pendarvis Date: 9/23/03 4:52PM Caller: jim christ Phone: 461-9555 or 370-4024 [ ] Telephoned [ ] Will call again [ ] Wants to see you [ ] Urgent will only talk to you about zoning [ ] Please call [ ] Returned your call [ ] Came to see you f Linda Pendarvis - DEBBIE 335-9955 Page 1 From: Beverly Dimon To: Linda Pendarvis Date: 9/29/03 11:43AM Caller: Company: PSL MOVERS Phone: - 55 [ ] Telephoned ['] Please call [ ] Will call again [ ] Returned your call [ ] Wants to see you [ ] Came to see you [ ] Urgent RE: OFFICE SPACE PERMIT ITYISTATIPROJECT NAME (APPLICANT NAME IDBA PERMIT.... TY STAT PROJECT NAME... APPLICANT NAME. DBA................. 20080474 BC FINL GEORGITON DANIEL G 20080475 EP VOID RONALD ROBINSON ELEC 20080476 PP FINL PORT ST LUCIE PLUMBI 20080477 ME VOID ASSOCIATED AIR OF PO 20080478 RP FINL CARDINAL ROOFING/SID 20090051 VP FINL GEORGITON DANIEL G 20100589 BP INSP GEORGITON DANIEL G 20100706 TP FINL RONALD ROBINSON ELEC 21040383 SP FINL GEORGITON DANIEL G 21040522 ME VOID AIR CONDITIONING & H 21070129 EP FINL F F DELUTIS INC 21090484 ME FINL MIRANDA SALES AND SE 23.020016 CA INSP GEORGITON DANIEL G 23040256 BR INSP GEORGITON DANIEL G 23040257 EP APPL BRAD'S ELECTRIC 23040258 PP ISSD PORT ST LUCIE PLUMBI 23040259 ME ISSD SEACOAST A/C & SHEET 23091120 CA VOID GEORGITON DANIEL G effective: 01-Oct-02 OncludesrwuWCPiacqugUreng ROAD IMPACT FEES mainland north island IL pierce island south island RESIDENTIAL/ UNIT: Single Fanuly $1,979 Mobile Home/RV Unit (Park Only) $989 Multi- family 112 ors $1,442 Muni- family 3+ firs $754 Hotel/Motel - per room• ' ' $1,874 Bed & Breakfast (Guest Rooms) $910 Other Residential $1,442 OFFICE AND FINANCIAL PER 1,000 FT2: General Office $1,210 Medical Office $5.4,14 RETAIL PER 1,000 FT2: Retail - under 100,000 sf $2,569 Retail-100.000.499,999 sf $2,434 Retail - 500,000 + sf $2,381 GASOLINE SERVICES (PER SERVICE POSITION):. Gasoline Pumps $6,801 INDUSTRIAL PER 1,000 FT2: Warehouse $398 Truck Terminal $803 General Industrial $443 INSTITUTIONAL PER 1,000 FT2: School - Elem. $1,092 School - Middle/High School $1,081 Day Care Center $3,595 Fraternal Org. $827 Hospital $1,522 Nursing Home $338 Library $2,449 RECREATION (as specified) Park (City/County/State) - (per acre) $206 Recreation Faalfty - AN Types (per 1,000 sf) $281 Golf Course (per Acre) $457 Movie Theaters (per Seat) A $0 $1,829 $1,552 $1,977 $949 $558 $712 $1,582 $1,262 $1,608 $984 $517 $659 $3,058 $1,802 $2,318 $1,574 $874 $1,125 $2,355 $1,386 $1,767 $477 $231 $417 $2,134 $1,035 $1,867 $1,441 $699 $1,261 $1,186 $575 $1,038 $1,025 $498 $897 $2,469 $2,395 $4,322 $86 $42 $75 $173 $84 $151 $95 $47 $84 $470 $96 $408 $466 $226 $408 $1,547 $751 $1,355 $356 $173 $312 $655 $132 $573 $144 $71 $127• $1,054 $513 $923 $89 $43 $78 $122 $59 $106 $197 $96 $173 $0 $0 $0 r- OTHER IMPACT FEES Schools Parks RESIDENTIAL/ UNIT: Single Family $800 $438 Mobile Home/RV Unit (Park Only) $182 $287 Mull- family 112 firs $608 $390 Muld- family 3+ firs $608 $390 Hotel/Motel - per room $0 $282 Bed 3 Breakfast (Guest Rooms) $0 $282 Other Residential $800 $438 OFFICE AND FINANCIAL oFR 1,000 FT2: General Office $0 $0 Medical Office $0 $0 RETAIL PER 1,000 FT2: Retail - under 100,000 sf $0 $0 Retail-100.000 - 499.999 sf $0 $0 Retail - 500.000 + sf $0 $0 GASOLINE SERVICES (PER SERVICE POSITION): Gasoline Pumps $0 $0 INDUSTRIAL PER 1,000 FT2: Warehouse $0 $0 Truck Terminal $0 $0 General Industrial $0 $0 INSTITUTIONAL PER 1,000 FT2: School - Elem. $0 $0 School - Middle/High School $0 $0 Day Care Center $0 $0 Fraternal Org. $0 $0 Hospital $0 q $0 Nursing Home $0 $0 Library $0 $0 RECREATION (as specified) Park (City/County/State) - (per acre) $0 $0 Recreation Facility - Ali Types (per 1.000 sf) $0 $0 ,Goff Course (per Acre) $0 $0 Movie Theaters (per 1,000 4 $0 $0 effective: 01-Oct-02 (includes required CPI adjustment) Library Public Bldgs Fire/EMS $175 $334 $280 $157 $218 $78 $113 $298 $144 $113 $298 $144 $0 $215 $216 $0 $215 $216 $175 $334 $280 $0 $375 $122 $0 $599 $122 $0 $421 $136 $0 $484 $136 $0 $353 $136 $0 $61 $136 $0 $53 $31 $0 $1.07 $31 $0 $86 $102 $0 $480 $136 $0 $2,120 $136 $0 $258 $136 $0 $0 $136 $0 $400 $136 $0 $432. $136 $0 $604 $136 $0 $61 $136- a $0 ' $76 $136 $0 $156 $136 $0 $76 $136 S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division (561) 462-1553 P E R M I T Page 1 of 1 Permit #: 20080474 Conf #:612 Type: BUILDING COMMERCIAL Issued: 11/30/00 Job Location: 5801 U S 1 S / PORT ST LUCIE Lot: Blk: Subdiv: Parcel: 3410-244-0005-000/3 PROP. NAME:PORT ST LUCIE MOVING AND STORA Owner: QUINTANA, CARLOS M H .Flood: Elev: Fl Map: Project: . Job Description: CONSTRUCT MINI -WAREHOUSE AND SELF -STORAGE FACILITY Appl Name: DANIEL G GEORGITON Appl Type: CONTRACTOR Appl Date: 08/17/00 Contact Phone: (561) 466-5489 Inspector Area: 1 Work w/o Permit Fee: N Contractor Name: GEORGITON, DANIEL G Cert Nbr: 8083 Business Name: GEORGITON DANIEL G Business Addr: P 0 BOX 3230 CSZ: FT PIERCE, FL 34948-3230 Setbacks Left: 60.00 Right: 10.00 Front: 98.00 Rear: 314.00 Square Footage: 0 Zoning: CG Job Value: $352,000.00 Number of Units: 1 Floors: 1 Buildings: 1 Minimum Floor Elevation: Add'1 Information: OK TO SIGN OFF BUILDING FINAL IN GARYS NAME AFTER OUR OFFICE RECEIVES THE ENG LETTER FOR ,A/C DUCT -DAMPER THEN MAKE A CERTIFICATE Item Description Quantity Cost VN99 VALUATION - NEW CONTRUC * 1 $1,959.00 TRUST INSPECTOR TRUST FUND 17600 $88.00 RADON DBPR RADON FUND 17600 $88.00 BIMS BUILDING INFORMATION MA 1 $2.00 Permit Fee: $1,959.00 Addit'1 Fee $178.00 Plan Rev Fee: $.00 Total: $2,137.00 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply -with all requirements of the Standard Building Code. No �,i c e : In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO. OWNER : YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 8.73.3.135, F.S. Building Official Received By Date Date For Automated Inspections, Call (561) 462-1261 For Questions, Call (561) 462-2172 S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division (561) 462-1553 P E R M I T Page 1 of 1 Permit #: 20100589 Conf 4:542 Type: BUILDING PERMIT Issued: 11/30/00 Job Location: 5801 U S 1 S / PORT ST LUCIE Lot: Blk: Subdiv: Parcel: 3410-244-0005-000/3 PROP. NAME:PORT ST LUCIE MOVING AND STORA Owner: QUINTANA, CARLOS M H Flood: Elev: Fl Map: Project: . Job Description: DUMPSTER ENCLOSURE FOR PSL MOVING & STORAGE Appl Name: DANIEL G GEORGITON Appl Type: CONTRACTOR Appl Date: 10/23/00 Contact Phone: (561) 466-5489 Inspector Area: Work w/o Permit Fee: N Contractor Name: GEORGITON, DANIEL G Cert Nbr: 8083 Business Name: GEORGITON DANIEL G Business Addr: P 0 BOX 3230 CSZ: FT PIERCE, FL 34948-3230 Setbacks Left: Right: Front: Square Footage: Zoning: CG Number of Units: 1 Floors: 1 Minimum Floor Elevation: Add'1 Information: Item Description BIMS BUILDING INFORMATION MA VA99 VALUE BASE ADDITION Permit Fee: $75.00 Plan Rev Fee: $.00 Quantity 1 1 Rear: Job Value: $2,499.00 Buildings: 1 Addit'l Fee Total: Cost $2.00 $75.00 $2.00 $77.00 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges resp„nnsibility to comply with all requirements of the Standard Building Code. No t i c e : in addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional ,permito required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Building Official Date Received By Date For Automated Inspections, Call (561) 462-1261 For Questions, Call (561) 462-2172 S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division (561) 462-1553 P E R M I T Page 1 of 1 Permit #: 23020016 Conf #:799 Type: COMMERCIAL ADDITION Issued: 03/14/03 Job Location: 5801 U S 1 S / FORT PIERCE Lot: Blk: Subdiv: Parcel: 3410-244-0005-000/3 PROP. NAME:PORT ST LUCIE MOVING AND STORA Owner: STORAGE DEPOT OF THE Flood: X Elev: Fl Map: 28OF Project: . Job Description: CONSTRUCT ALUMINUM CARPORT Appl Name: DANIEL G GEORGITON Appl Type: CONTRACTOR Appl Date: 02/03/03 Contact Phone: (561) 466-5489 Inspector Area: Work w/o Permit Fee: N Contractor Name: GEORGITON, DANIEL G Cert Nbr: 8083 Business Name: GEORGITON DANIEL G Business Addr: P 0 BOX 3230 CSZ: FT PIERCE, FL 34948-3230 Setbacks Left: 11.00 Right: Front: Square Footage: 395 Zoning: CG Number of Units: 1 Floors: 1 Minimum Floor Elevation: Add'1 Information: Item Description BIMS BUILDING INFORMATION MA VN99 VALUATION - NEW CONTRUC Permit Fee: $75.00 Plan Rev Fee: $25.00 Quantity 1 1 Rear: Job Value: $1,680.00 Buildings: 1 Addit'1 Fee Total: Cost $2.00 $75.00 $2.00 $102.00 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges resp.=sibility to comply with all requirements of the Standard Building Code. Notice: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may.)e found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. lding Official Received By Date Date For Automated Inspections, Call (561) 462-1261 For Questions, Call (561) 462-2172 S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division (561) 462-1553 P E R M I T Page 1 of 1 Permit #: 23040256 Conf #:667 Type: BUILDING RESIDENTIAL Issued: 08/13/03 Job Location: 5801 U S 1 S / FORT PIERCE Lot: Blk: Subdiv: Parcel: 3410-244-0005-000/3 PROP. NAME:PORT ST LUCIE MOVING AND STORA Owner: STORAGE DEPOT OF THE Flood: X Elev: Fl Map: 28OF Project: . Job Description: COMPLETION OF WORK INSIDE SHELL FOR MANAGER'S RESIDENCE - 3/2 Appl Name: DANIEL G GEORGITON Appl Type: CONTRACTOR Appl Date: 04/07/03 Contact Phone: (561) 466-5489 Inspector Area: BLD01 Work w/o Permit Fee: N Contractor Name: GEORGITON, DANIEL G Cert Nbr: 8083 Business Name: GEORGITON DANIEL G Business Addr: P 0 BOX 3230 CSZ: FT PIERCE, FL 34948-3230 Setbacks Left: Right: Front: Square Footage: 2,212 Zoning: CG Number of Units: 1 Floors: 1 Minimum Floor Elevation: Add'1 Information: Item Description VN99 VALUATION - NEW CONTRUC DIMS BUILDING INFORMATION MA Permit Fee: $321.50 Plan Rev Fee: $150.00 Quantity 1 1 Rear: Job Value: $36,000.00 Buildings: 1 Addit'1 Fee Total: Cost $321.50 $2.00 $2.00 $473.50 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Bui34ing Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Standard Building Code. Not ice: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Building Official Received By For Automated Inspections, Call For Questions, Call (561) Date Date (561) 462-1261 462-2172 DATE: TO: COMP; DEPARTMENT: RE: DEPARTMENT OF PUBLIC WORKS Building & Zoning (772) 462-1553 TRANSMISSION COVER FORM FAX # (772) 462-1735 (772) 462-2522 FAX: NO. OF PAGES INCLUDING COVER: SENDER: PHONE #:%�� COMMENTS: S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division F E E S H I S T O R Y Permit Nbr 20080474 Permit Type: BC Issued Date: 11/30/00. JOB LOCATION: 5801 U S 1 S PERMIT STATUS: FINL Fee Description Amount due Cd Amt paid Date paid Tran# CONC CONCURRENCY $25.00 PD $25.00 08/17/00 01129 PLAN PLAN REVIEW FEE $150.00 PD $150.00 08/17/00 01129 PERM PERMIT FEE $1,959.00 PD $1,959.00 11/30/00 01132 TRUS INSPECTOR TRUST FUND $88.00 PD $88.00 11/30/00 01132 RADO HRS RADON FUND $88.00 PD $88.00 11/30/00 01132 BIMS BUILDING INFORMATION $2.00 PD $2.00 11/30/00 01132 ROAD ROAD IMPACT FEE SO M $7,708.48 PD $7,708.48 11/30/00 01132 PUBL PUBLIC BUILDINGS-COR $406.64 PD $406.64. 11/30/00 01132 REIN REINSPECTION FEE $25.00 PD $25.00 02/15/01 01134 REIN REINSPECTION FEE $25.00 PD $25.00 06/18/01 01138 STWK STOP WORK ORDER/WORK $100.00 PD $100.00 06/21/01 01138 REVI REVISION TO PLANS $50.00 PD $50.00 06/27/01 01138 REIN REINSPECTION FEE $25.00 PD $25.00 07/05/01 01138 REIN REINSPECTION FEE $25.00 PD $25.00 07/05/01 01138 REIN REINSPECTION FEE $25.00 PD $25.00 07/05/01 01138 REIN REINSPECTION FEE $50.00 PD $50.00 07/18/01 01139 REIN REINSPECTION FEE $50.00 PD $50.00 09/24/01 01142 .REIN REINSPECTION FEE $50.00 PD $50.00 09/25/01 01142 REIN REINSPECTION FEE $25.00 PD $25.00 09/28/01 01142 Update Info: GTM18 : 09/24/03 S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division F E E S H I S T O R Y Permit Nbr 23040256 Permit Type: BR Issued Date: 08/13/03 JOB LOCATION: 5801 U S 1 S PERMIT STATUS: INSP Fee Description Amount due Cd Amt paid Date paid Tran# ---- CONC -------------------- CONCURRENCY ---------- $25.00 -- PD ---------- $25.00 -------- 04/07/03 ----- 01164 PLAN PLAN'REVIEW FEE $150.00 PD $150.00 04/07/03 01164 PERM PERMIT FEE $32-.1.50 PD $321.50 08/13/03 01171 BIMS BUILDING INFORMATION $2.00 PD $2.00 08/13/03 01171 LIB- LIBRARY DISTRICT "B" $175.00 PD $175.00 08/13/03 01171 PARK PARKS DISTRICT "B" I $438.00 PD $438.00 08/13/03 01171 PUBL PUBLIC BUILDINGS-COR $334.00 PD $334.00 08/13/03 01171 ROAD ROAD IMPACT FEE SO M $1,979.00 PD $1,979.00 08/13/03 01171 SIF SCHOOL IMPACT FEE $800.00 PD $800.00 08/13/03 01171 FIRE FIRE/EMS IMPACT FEE $280.00 PD $280.00 08/13/03 01171 CRPB CREDIT PUBLIC BLDG - $-53.36 PD $-53.36 08/13/03 01171 RDCR RIF SO MAINLAND 4 CR $-1,011.52 PD $-1,011.52 08/13/03 01171 Update Info: GTM33 : 09/24/03 1 Linda Pendarvis - Jim CHRIST 461-95555 OR 370-4024 Pagel From: Beverly Dimon To: Linda Pendarvis Date: 9/26/03 9:43AM Caller: JIM CHRIST Phone: 461-95555 OR 370-4024 [ ] Telephoned [ ] Will call again [ ] Wants to see you [ ] Urgent RE: OFFICE SPACE [ ] Please call [ ] Returned your call [ ] Came to see you FUSION s`FSCRIPDON DS350-TI SHEET 2 OF 2 .385 t .020 .890 Ii .016 J� 3 2 D.OB9 T f . 1===J — 2.34 r 1.375 t .015 - RO.06 M. -� ROJ O 90.000' TYP. — 2.34 GUIDE DETAIL r 0.060 r 8 7/16' 0.179 0.500 i'- 0.201 I T 1.19 t .04 0.500 �- I 0.37 01/4' 5 0.179 SECTION b - A D.107" - F 1.250' TYP. L2.625' 1_ —I r 0.250' 1YP. --- 2.625' ANGLE DETAIL 00.500 � � 1.200 00201 1.175 \ - 1 0.750 -- 1.650 —AH---- 1.625 WINDLOCK DETAIL • 4 PER SECTION NOTES: DAVID L. MONSOUR, FLORIDA P.E. # 46475 EXPLODED PROFILE 1) DOORS LESS THAN 12' WIDE REQUIRE 6 WINDLOCKS PER 14512 LINCOLN WAY EAST SECTION, DOORS 12' THRU 14' WIDE REQUIRE 8 WINDLOCKS PER DALTON, OHIO 44618 SCALE 1=2 SECTION, DOORS WIDER THAN 14' REQUIRE 12 WINDLOCKS PER SECTION. (TESTED WIDTH WAS 16') OPA 2) APPROVAL IS LIMITED TO DOORS UP TO THREE (3) TIMES 4w Zq0"00LOW0% THE HEIGHT OF THE DOOR TESTED. REF: THE SOUTH FLORIDA BUILDING CODE, " ANSWERS TO QUESTIONS MOST FREQUENTLY ASKED ABOUT PRODUCT TESTING & SUBMITTALS,' AUGUST 24, ' Q 1999; GA18 Q127. i R 0.625 TYP. I 2 1 WEATHER STRIP, CUP -ON, BACK 1 1 C-GUIDE, .089 GAGE, GALV. ITIEW10TY.1 PART RUOBER I OESCRFMN ®Wayne Dalton Rolling Door Division � 14512 Lincoln Woy East Oalton. Ohio 44618 DSI TEST DOOR GUIDE/ANGLE PROFILE, ASM., & WINOLOCK DETAIL MMIAL SEE LIST TOWW ?CES UNTESS PROOIICT OS-350 PART NO. OTHERiM SPECIFIED) t FpxTIONS 1).12 03PL By �g w99 TE 6 22 OECYII. .1a ,t ./ / ORnrrlxO N0. OEA t •30vt OLM - 1=1 OS350-Tt OEGRFFRM S F I'JO' s ,,-c L), - #z,p6 `6a'17Lf � �• iSCALE. 1 — — 50' SPECIFIC PURPOSE SURVEY •`d o �j 0 a 0 Cd 0 0 0 — y U R �. 3 >~ O O 0 0 0 Q •� 0 3 a 3 ? '40,ai o I~ 3 Ilk 40),11�o Nl S2 Cod td U �•B ` v 10 0 Q y •a 0_ ry H V •� 7 YI d ... y t., :3 y 0d,2 0 43 to CiCd t0ir � � a o C � .d •o y �w y -0 0 a+ p z B, c ''�o0 0 (1) ;ay ys d a a 4-1 U C> 'G, Cd C a oyo 0 �e 33 C-4 B r, rA 9v��va�AHawU f�/] -- (V M 4 t1i �G � 06 t LE 0W� :D i. JAB-��7 2000 St. Lucie County Public Works �i / S Al 0 °07 '39 "6- /50.0' •1 O h V vj i o' ti Q Q `N h h /%/O o 07 :3 V ",9 ¢.•SS' /V<&O ° // , S/"E ' /50. O h so a 01,63 "�✓ .THE SOUTH 450 FEET OF THE SOUTHEAST QUARTER ,OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE EAST 47 FEET IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA; Ii. LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL* START AT THE SOUTHEAST CORNER.OF�_THE_NORTH 100 FEET OF THE SOUTH 250 FEET OF THE SOUTHEAST. QUARTER 0F.-THE._SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE EASTERLY 4'7 FEET, IN. -SECTION 10, TOWNSHIP 36 ' SOUTH, RANGE 40 EAST; THENCE PROCEED WESTERLY ON'A UNE-PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST OUAR.TER: OF_THE; SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF - 63:3 FEET TO PE .RvisvT OF PLACE OF BEGINNING, THENCE CONTINUE WESTERLY.ON A _ uNE: PARALLEL TO :THE' SOUTH. -LINE OF THE SAID SOUTHEAST 'QUARTER OF THE -'SOUTHEAST •QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 26 FEET TO A POINT; THENCE -PROCEED SOUTHERLY ON A .LINE PARALLEL TO THE WEST LINE OF THE SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE'OF 4.55 FEET TO A POINT, THENCE.PROCEED NORTHEASTERLY 26 FEET MORE OR LESS, TO THE POINT OR PLACE OF BEGINNING. R/w ( FORM BOARD TIE-IN) I NO, l REVISION LEGEMIR A Arc Lmgth FIFE Frtisw Flow Ekvodm PRM terma"ne Reference Maaoneve At Aireonditioning FH FieH}dnnt PROP PSM- Propwad ptofemiooJ SturMor A Mapper ALUM Aluminum FND FPL Found Florida Paver! Light rat Point ofTangany ANC AVE Anchor Avenue HWY Highway PWR b"or BLDG _ Building HWF Hag WueFam R Radius BLVD Boulevard IDIL ldariGofoa Illegible RHO RLS Range RagioaveLaw SWVCYr BLK Block IP Into ripe BST BellSouth Telephone Box IR Ikon Rod RM ROW Railroad - Righiof-WaY CALC Cakvlated LB I3rmrdBuuines CATV CCCL Cabk TV Box Coanxl Conn Courd Line M MHW Mersned Oimao:m Mon High Wage SEC SFWMO Sating Sown Florida Managestieu Distrin CHB Cbord.Boring HD Nailavist SQFT SR S9°aireFoa Staic Road CHO Chord Distance NGVD N ium ilGeodait Venial Deou n - CA. CLF Cemerlioe Chain Link Farce NO NSLRWCD Numbs ST ?lo. SL Luce River WuaCented Muria SOT Sues Septic Tank CM CONC Constar Monumau Concrete OCCO OHUL Omupcd Overhod Miil1 Line SUB TOB Subdu•awn Top of Bank COV Covad ORB Official Records Book TRANS Transformer CPP Conaax Po -a Pole P Plat Dtroattioo TT TWP rim Tab Township COS CvC Comae Stab Conceit Valk? Cob rB PC plat Boot Fein of Curnmm UDE udtky Dmi"ge Easeoau p Dc a PCP Penna ncoi Camel Point UE Uoliry Eaaemeat DE Dmi"Ic Ea "nit PG hie UP' Utility role DW Dminfield PK Parker Kakis VAC vaew MUE Drainage! Udlity Easement PLS Professional Land Sturrrvar WM Warer Meter ELEV EIP Ekvaiion Edge of ravanent PLTR rob PHntef Point orBgitaiq WfF Wrr Wood Fence Woad rower Pole EO W Edge of water POC row of Cwna ESMT Easarwr PRC PointefRev Cloven" DRAWN BY: M J `{/ DATE IN FIELD: CHECKED El t 14 t/ ki/ FIELD BOOK PAGE: �- DATE DRAWN: /- /6 - D/ JOB No. 00 - 063 MICHAEL J. WEATHERINGTON PROFESSIONAL LAND SURVEYOR 5721 B RIARGATE LANE FORT PIERCE, FLORIDA 34981 CFAX-061) OICE (561) 461-8084 MOBILE 529-6777 DATE BY 465-2186 NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. MICHAEL J. THERINGTOK' PROFESSIONAL SURVEYOR 3 MAPPER FLORIDA CERTIFICATE NO. 5564 = � COPY s 0 0 N n SUE s+,.0 9. °' w N n m i 0 0 N N 0 E J J, �I INt DRAWINGS U51tU ULLUW HAVL 6ttN UKtAILU UT UUMYUItK SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR YYIINU Dr(A1411NV FW0001 FIELD WORK MAY BE REQUIRED AT LOWW ROOF BEAM KNEE AREA FOR - BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE BRACING CUP CONNECTION. AS THIS SHEET AND CAN BE IDENTIFIED INDMOUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS THAT APPEAR IN THE LOWER RIGHT HAND CGRNER OF EACH DRAWING. DRAWING TFLE AD FIIF NO.: COVER DRAWING NOTES OATS 02/15/83 UNIT 1 SECONDAR STRUCTURAL DRAWING NUMBER: REVISION STANDARD NOTES: FRAMING PLANID Su - 1 2345 6 - 0 5 L 02 CD0001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE FRAME COLUMN AT EYE LEVEL cDD002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. TITLE � / L DRAWING J SEQUENCE CD0011 HIGH STRENGTH BOLTING: THE YEAR DURING WHICH YOUR EA ORDER WAS ENTERED NUMBER ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE 'TURN KEY PLAN TO BE INSTALLED USING THE -OF -THE -NUT METHOD SPECIFIED IN "SPEOIFICATION THE BUTLER ORDER NUMBER OF YOUR ORDER REVISION LEVEL OF THE DRAWING. THE NINTH EDITION OF THE AISC FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION 8 D (1). IF THE DRAWING HAS NEVER BEEN REVISED, 00 APPEARS HERE.. A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN -OF -THE -NUT' METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS, SEE INSTALLATION OF A-32ST BOLT DRAWING B-1080268 (GROUP 78=052-01). THIS PROJECT HAS BERN DESIGNRD AND DETAILED BY THE SOUTHEAST RNGION PROJECT MANAGER CONTACT: EARL SANJMRD AT.(910)277-1122 ENGINEER CONTACT: BOBBY LOCELEAR AT.(910)277-1135 LEAD TECHNICIAN CONTACT. RONNIE ANDERSON AT:(9fO)277-1162 VUU-967281-00 DOO-067281-01 DOO=667281-01A DOO-067281-OIB DOO-067281-02 DOO-067281-02A DOO-067281-03 DOO-067281-03A DOO-067281-04 DOO-067281-04A DOO-067281-05 DOO-067281-07 DOO-067281-07A SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS USTED ARE SEVERAL GENERAL ERECTION DRAWINGS CALLED 'PLANOGRAPHS'. SEE THE DRAWING MANIFEST FOR ACOMPLETE UST OF THESE DRAWINGS. BUILDING CODE 5 & EDITION / 4'i 7 LONGITUDINALLY: ROOF LIVE LOAD - FRAMES a gl BASIC STRUCTURAL SYSTEM BUILDING FRAME SYSTEM 2 PSF - - PURUNS SEISMIC RESISTING SYSTEM CONCENTRICALLY BRACED FRAMES ROOF SNOW LOAD - FRAMES PSF IMPORTANCE FACTOR - PURUNS PSF DEFLECTION AMPLIFICATION FACTOR -.Cd= 4.5 FOR RODS COLLATERAL LOAD PS - ��/j IMPORTANCE RESPONSE MODIFICATION FACTOR - R= 5 FOR RODS WIN ;LOAD. //0 dPH EXPOSURE FACTOR FACTOR (NOTE: FOR LONGITUDINAL RESISTANCE FROM PORTAL FRAMES 0)C/lC�7r� OR WINDPOSTS SEE BELOW.) BUILDING USE CATEGORY ( C C J PEAK VELOCITY ACCEL 'AV = Q •65-- LATERALLY: BASIC STRUCTURAL SYSTEM MOMENT -RESISTING FRAME SYSTEM PEAK ACCELERATION 'AO' = d • O'r T 1-- SEISMIC RESISTING SYSTEM ORDINARY MOMENT FRAMES OF STEEL SEISMIC HAZARD EXPOSURE GROUP SEISMIC PERFORMANCE CATEGORY DEFLECTION AMPLIFICATION FACTOR - Cd- 4 SOIL PROFILE TYPE 54 RESPONSE MODIFICATION FACTOR - R= 4.5 REVISION NO. 1 DRAWN BY CHECKED BY: REVISION NO. 2 CDO013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. - SHEET 2 CDO017 MATERIALS ASTM DESIGNATION -----------------------------------------------' STRUCT PLATE 1' & LESS. A529 AND A572 FY - 55 KSI GRADE 55 SHEET 1 A529D GRADE 50 STRUCTTCOLLDDEFORMED ;HEET 2 LIGHT GA E/50 QUN TO1* 607 FY 60 KSII GRADE 60 7 1 .ROOF AND WALL PANELS. A653 AND A792 GRADE 50, 6 , 80 BUILDER: PROJECT: BUILDING ORDER DESCRIPDON: PRODUCT OF THE C= G? 8OX 152X 18 LRF BUTLER M A N U ff A C T U R I N G �® WALKER DESIGN & CONST. PORT ST. LUCIE MOVIN 20# LL + 3#CLL COMPANY ORDER ENGINEERING BOCA RATON, FL PORT ST. LUCIE, FL 110 MPH SBC 97 GENERAL OFFICES-KANSA@ CITY. MISSOURI I SYSTEM �p 1 John Ernest Lamb P.O. Bex 1529 Laurinburg, NC 23353 Fia. PE # 27717 212A 11-1-00 DRAWING TITLE: IURW: JRBUFFKIN ENG41f, Ip-�� CHK:���II•%�°� DATE: 11/27/00 COVER DRAWING FRAWING NUMBER: I REV. D 00-067281-00 00 e2o� b�Y I ' STANDARD NOTES: AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE BAYS 26'-0" 25'-0" 25'-0^ 25'-0^ 26'-0^ 26'-0^ SQUARE, LEVEL, AND SMOOTH. FRAME 1P'I AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT HAND SET ANCHOR BOLTS. AB0010 ANCHOR BOLTS, NUTS AND WASHERS MUST BE ASTM TYPE A307. a a 3 A z N z 0 a rt, REVISION NO. 1 I � � I I I I I I I 1 1 A504 1 A504 I A509 � A504 I A509 I ' 1 I i I 1 I I I I , I ;SO4 ,rfAS04 I A504 I A504 I A509 I , I I I I I I II REVISION NO. 2 3 m UNIT 1 ANCHOR BOLT PLAN O' Le ABOO13 USE REINFORCING STEEL .9.5 REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. AB0014 C A U T I O N RIGIDy FRAMES *HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MARE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE. M0015 FOUNDATION DESIGN AND 1NCHOR BOLTS, NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. M0016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS.' ABOO17 THE SOLID BLACK U SYMBOL DESIGNATES A BRACED BAY OR SECTION. John Ernest Lamp P.O. Box 1529 Laurinburg, NO 28353 Fla. PE # 27717 PROCUCT OF THE BUILDER: I PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BHLOCKLEAR ENG: -� 8OX152X18 LRF SPECIFIC CHX: DATE: 11/16/00 BUTLER MANUFACTURING � ® WALKER DESIGN & CONST. PORT ST. LUCIE MOVIN 20# LL + 3#CLL ANCHOR BOLT DRAWING NUMBER: REV, COMPANY ORDER ENGINEERING BOCA RATON, FL PORT ST. LUCIE, FL 11C MPH SBC 97 DRAWING GENERAL OFFICES-KANSAS CI}v, MISSOURI SYSTEM p00-067281-01 00 r. 12 21 203 201 [102 w 32' 2 „ 204 2N O C 103 2-e"IfS Ar 1 11 5/i6• iL PURLIt4 132. zoo LOCA7TONS 202 103 ] 20,) B 201 FLANGE �{ 102 J B�CES 1� 2 / 2 FRAME ELEVATION AT GRIDS 2,3,4,5, AND 6 PART SCHEDULE [ ] PART NAME PART NUMBER PART .LENGTH WFIELD ORK 101 EXTERIOR COLUMN L71364 17'-5 11 32- 102 ROOF BEAM L71374 17'-5 3 16" 10.5 ROOF BEAM L71376 20'-0 3 4" BOLTED CONNECTION SCHEDULE p QUANTITY BOLT NO. DESRIP CTION NUT NO. DETAIL A 12 097284 3/4X2-1/2 BOLT A325T 095235 B 08 097282 5/8X2-1/4 BOLT A325T 095233 C 04 097282 5/8X2-1/4 BOLT A325T 095233 RANGE BRACE SCHEDULE O FRONT/N& REAR/RIGHT PART NO. DIM. Y DETAIL 0E 201 005654 2'-10 ,1/2' c- :COQ2.r ,,_... 2021 005679 1 1 2'-4 1/2' C001 1 203 005683 1 2'-4 1/2" C002 204 005684 1 2'-10 1/2' C002 STANDARD NOTES: IF0001 ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 7URN-OF-THE-NUT".METHOD SPECIFIED IN THE NINTH EDITION OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION 8 D (11. A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE 'TURN -OF -THE -NUT' METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325T BOLT DRAWING 1080268 (GROUP 78-052-01). -F. z John Ernes` Lamb P.O. BOX 1529 -- Laurinburg, NC 23353 Fla. PE r 7r 1 1 REVISION NO. 1 N0. 2 tMtE RIMSION PRODUCT OF THE80X152X18 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: RW:. JRBUFFKIN ENC LRF cHK: /7/'0o DATE: 11/27/00 BUTLER MH N U F R C T URING ® WALKER DESIGN & CONST. PORT ST. LUCIE MOVN 20# LL + 3#CLL CROSS SECTION DRAWING NUMBER: REV, CD M N A N Y ORDER ENGINEERING atccKm �' GENERAL OFFICES-KNNSgS CITY. SYSTEM BOCA RATON, FL PORT ST. LUCIE, FL 110 MPH SBC 97 ERECTION DRAWING MISSOURI D 00-067281-02 pp' L ..<r.. _ . f... TOP / OUTSIDE FLANGE 5 F a _F I a Wffi THZCIINESS w I BOTTOM / INSIDE r FLANGE FRAME DESIGN INFORMATION PART DESCRIPTION L71364 TOP FLANGE = 8- X .250" 209-3 BOTTOM FLANGE - 8" X .313" EXTERIOR COLUMN NEB THICKNESS - .250" PART DEPTH = 12" TO 28= L71374 TOP FLANGE = 6" X .313" 209-1 BOTTOM FLANGE - 6" X .500" ROOF BEAM WEB THICXNESS - .188" - LOW END TO 9'-7 25/32" FROM LOW END .140" - 9'-7 25/32" FROM LOW END TO HIGH END PART DEPTH - VARIES 28" TO 16" L71376 TOP FLANGE - 5" X .250" 240-6 BOTTOM FLANGE . 5" X .250" ROOF BEAM WEB THICKNESS - .120" PART DEPTH - 16" DIMENSION Y ROOF REAM FLANGE BRACE (2) 1/2 X 1 1/4" BOLT (095085) AV HEX. NOT (095032 DETAIL COOlI SINGLE FLANGE BRACE CONNECTION USE FIRST ROLE AT PURLIN CONNECTION REVISION NO. 2. PROOUCT OF THE ' BUTLER MANUFACTURING _!55 "" COMPANY ORDER ENGINEERING BY` GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM DIMENSION Y IROOF BEAM FLANGE BRACE USE (2) 1/2" X 1 1/4" HEX. BOLT (095085) AND 1/2- HEX. NUT (095032) DETAIL C002T SINGLE FLANGE BRACE CONNECTIC BUILDER: m WALKER DESIGN & CONST. (PORT ST. LUCIE MOVIN BOCA RATON, FL PORT ST. LUCIE, FL f- 1 ( q ) 301 (p 301 301 301 H119 H113 Z Z UNIT 1 ROOF BRACING REVISION NO. 2 I n 25'-0" dD dJ (����\ �J UNIT 1 SIDEWALL BRACING N AT GRID A ofN CPRODUCT OF THE BUTLER MANUFACTURING � ® COMPANY ORDER ENGINEERING GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM BUILDER: 25'-0" `.J V UNIT 1 SIDEWALL BRACING AT GRID E PROJECT: WALKER DESIGN & CONST. I PORT ST. LUCIE MOVI14 BOCA RATON, FL PORT ST. LUCIE, FL BUILDING ORDER DESCRIPTION: 80X152XI8 LRF 20# LL + 3#CLL 110 MPH SBC 97 PART SCHEDULE I I PART NAME PART NUMBER PART LENGTH FIELD . WOAR 304 BOX STRUT 544071 289-6 29'-1 3/4" BRACE ROD SCHEDULE p PART NUMBER DESCRIPTION THREAD TVRNBVCXLE 3O1 544050 -240 544060 -114 7/8" BRACE ROD 7/8" BRACE ROD RH-RH RH-LH 0095048 302 544049 -372 3/4" BRACE ROD RH-RH NONE 303 544047 -378 1/2 " BRACE ROD RH-RH NONE STANDARD NOTES: WB0002 BLACK THREAD PROTECTORS INDICATE 1/2" BRACE RODS WB0004 YELLOW THREAD PROTECTORS INDICATE 3/4" BRACE RODS WB0005 ORANGE THREAD PROTECTORS INDICATE 7/8• BRACE RODS DRAWING TITLE: WIND BRACING DRAWING Y Joh o rnest Lamb P.O. Box 1529 Laurinhurg, NC 23353 Fla .#277i7 DRW: JRBUFFKIN ENG: A fL I CHK: Z ' DATE: 11/27/00 DRAWING NUMBER: REV. D 00-067281-03 00 REVISION NO. WASHERS ROD CLP,VIS ROOF � REFER TO SPECIFIC NOT..:, ROD NUT BUILDING BRACING ROOF DOA. A 8 C DIA. A55y. HACX-UP PLATE HEAR REFER TO SPECIFIC BOX STRUT (543374) ROD WING FOR IREI4BN E BUILDING BRACING BEAM HACX-VP 63LAT8 1/2" 09 E 095133 095165 020821 5/8" 095277 DRAWING FOR BRACE 374) 5/8" 095231 095398 095165 1 030821 3/4^ 095278 ROD REQVIRE4ffiiT3. 3/4" 095235 095264 095948 020822 7/8" 095279 1 1 , 7/8" 095237 095264 095948 020822 1" 095280 COTTER PIN \ 1 1/8" 095281 ` ,� FOR CLEVIS FOR CLEVIS 11/4" 09$282 ( \ ACTION CONNECTION a SEES DETAIL SEE DETAIL NOT ^�Is E002 HUO2 /'A WASHER (( 0. 0. (TYY.) (TYP.CONNECTING \ CONNECTING STEE IH WASHERSTEEL OR 1 :�-D C _/"y3T)HRACB CLIP•e ROD ROOF RO.-aS BRACE AOD' CLIY (543380) CLZP (543381)C WASHER bI(BEVEL WASHER) ,,JJ`` \\` SIDEWALL ROD SIDEWALL AOD J // USE (4) 3/4^ X 2 (097 84)A325TA USE (4) 7/8^ X 2 1/4" M25T USE (4) 7/8" X 2 1/4" A325T (/// BRACE ROD RI -STRENGTH BOLT (09(095 AND HI -STRENGTH BOLT T(095) AND AI -STRENGTH HOLT (UT (095 AND 3/4" HEAVY HEX. NUT (095235) 7/8" HEAVY HEX. NUT (285) A 7/8" HEAVY HEX. NUT (85) A ) DETAIL B001 TYPICAL BEVEL WASRER CONN. DETAIL B002 TYPICAL CLEVIS CONNECTION DETAIL B004 TYPICAL BOX STRUT CONNECTION DETAIL B113 BRACING CLIP CONNECTION DETAIL B114 BRACING CLIP CONNECTION LOW SAVE LOCATION -HIGH SLOPE RANGE LOW EAVE LOCATION -HIGH SLOPE RANGE REVISION NO. 2 PRODUCT OF. THE EyNff BUTLER MANUFACTURING "` ® COMPANY ORDER ENGINEERING GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM BUILDER: WALAER DESIGN & CONST BOCA RATON, FL PROJECT: PORT ST. LUCIE MOVIN PORT ST. LUCIE, FL BUILDING DESCRIPTION 807'152X18 LRF 20# LL + 3#CLL 110 MPH SBC 97 DRAWING TITLE: WIND BRACING DETAIL SHEET 1 Jchn rides; Lamb P.O. BO 1529 Laurinburg, NC 28353 Fla. PE # 27717 -o DRW: JRHUFFXIN ENG: CHX: /1^/•>+ DATE: DRAWING NUMBER: p00-067281-03A REV. 00 { 1. 0 EW m 7 eN [) PART NAME PART SCHEDULE PART NUMBER PART LENGTH FIELD . WORK 26'-0" 401 PURUN GIRT 530869 323-4 26'-11 1 2" 402 PURUN GIRT 530870 335-4 2T-11 1 2" NOTE 1 403 EAVE STRUT 540519 299-4 24'-11 1/2- 4041 SAVE STRUT 540519 311-4 1 25'-11 1 2" NOTE 1 F%02 F194 F,94 F195 F195 Fi94 F%02 I 4041 E403i 403i i4033 E4033 [404 w2 401T w1 w1 w1 w2 Rol 402 Ft ] w1 7 F104 wt } i wl F 4011 N-IF107 _I 402 FX FXOI F107 FI04 F104 F104 F1 O] FXO FXOk-- —{ 402 402 F107 407 IN4F104 w1 F104 w1 F104 40F10] w2FXO FX01 F107 I F104 I F104 I F104 I F107 FXO w2 I wig wl wi 40111 I 402FXO1 F10] F104 F104 F104 F10] FXO w2 j 4013 wt 3 C wt1 w11 402 F%O1 F10] F104 F104 F1 O4 NEE FXO w2 1 401 { wl j -- C w1 I wl I 402 F%Dl 1 F107 rLF104i I IFXO w2 w1 w1 w, wt]— 0F7 7 402 wt w1 wl wl I w2. F%O1 F107 F/04 F104 F104 F10] F%0 w1 wt w1 wt w2 FX01 w2 F107 wt" F104 w1 F/04 wl F, 04 140t fl07 w2 F%0 FX01 I F107 F704 F104 F104 F107 FXO F%01 402 F107 w1 �— F104 w, F104 wt FEE] F104 wt F/07w2 w2 wi w1 wt}--'w2 FXD, FID7 F104 F104 F107 FXO FXO1 w2 I F,07 wi w1 w1 , w1 w2 I F704 ( F,04 I F104 I F107 iX0 w2 i wi �—Ew, w, w, w2 FXO1 F10] F10 F104 F1 D4 F107 iX01 w2 1 4013 14011401 QI3 402 F%O, � F107 F104 F/04 F104 F107 FXO 1 I I I 1 402 wi wt wl wi 402 FX01 F107 F104 F104 F104 F107 FXO FX01 w2 F107 w F104 w F104 401 F104 401 f107 w2 F%0 Rol402 1 wt F 4 401 1 4 w1 F1 4 401 F1 7 402- 02 F% FX02 w4 F107 w3� Fi94 403 95 F195 w3 02 F104 w3 F794 404 FXO UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: E DAM QUA S��GG? ^� AwnJW: DnnwN W.. BUTLER MANUFACTURING �` `" ® WALKER DESIGN & CONST. PORT ST. LUCIE MOVIN MKCHM, W. COMPANY ORDER ENGINEERING BOCA RATON, FL PORT ST. LUCIE, FL GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 3 N Le O 3 b DING ORDER DESCRIPTION: 80X152X18 LRF 20# LL + 3#CLL 110 MPH SBC 97 PURLIN BRACE LOCATION SCHEDULE BETWEEN GRIDS LOCATION DETAIL BRACE SECTION DIM. "B" RIDGE BRACE TOP BOTTOM 1 AND 2 F307 (3) C -0- 7'-4 1/2" (3)0544195 2 AND 3 F307 (3) C -0- 6'-10 1/2" (3)0544195 3 AND 4 F307 (3) C -0- 6'-10 1/2" (3)0544195 4 AND 5 F307 (3) C -0- 6'-10 1/2" (3)0544195 5 AND 6 F307 (3) C -0- 6'-10 1/2" (3)0544195 6 AND 7 F307 (3) C -O- 7'-4 1/2" (3)0544195 STANDARD NOTES: RS0006 REFER TO DRAWING 0--1080946 FOR PURUN BRACE PART NUMBERS AND TYPICAL INSTALLATION FOR SLOPE GREATER, THAN 0.75:12. RS0008 REFER TO DETAIL F262 FOR RIDGE PURLIN BRACE CONNECTION. N1nTF- 1. FIELD CUT 8" OFF PURLINS AND EAVE STRUTS AT GRID 1 & 7 DRAWING TITLE: ROOF SECONDARY STRUCTURAL FRAMING PLAN John`itrnesf Lamb P.O. Box 1529 Laurinburg, NC 28353 Fla. PE # 27717 RBUFFKIN ENG: i i / w— DATE: DRAWING NUMBER: D 00-067281-04 100 i FIANCE �I II 4 UP a RADIUS CONTINUOU o THICKNESS PURUN ROOF C — SECTION DESIGN INFORMATION PART DEPTH FLANGE I UP THICKNESS RADIUS L EAVE STRUT 540519 1 8" 3 1/2" 11 3/8" 1 .096' 1 5/16" I Z — SECTION DESIGN INFORMATION c PART DEPTH FLANGE I UP THICKNESS RADIUS 1 PURUN / GIRT 530869 1 8" 2 5/8' 11 1/16' .067" 1/4" I PURUN / GIRT 530870 8" 2 5/8' 1 1/8' .082' 1/4" U! N .(1 1/2" X 1 1/4" LT .5 N65) AANN° 1 2' NE7C UY (0050 2) DETAIL F104 C F FRghF Aq° 1p Z" 10 ! ` 0 FERN It AqY . CONTINUOU s PURUN I ROOF B ill I USE J 1/2" X 1 1/4" HEX. BOLT (095085� PURUN UOUS (ND 1/2C N 0950 2) )US. SPAN PURLIN CONNECTION CONTINUOUS SPAN PURLIt DETAIL F107 ^' . LOCATION - 8" PURUN can cev � nrennu _ s -REINFORCING PLATE (543047) USE X i(6) 5/8" 25 STR N TH BOLT (0997 81)- AND HEAVY (09 HIX. NUT (095233) EAVE STRUT CONTINUOUS PURUN USE 141 1/2" X 1 1/4" RIDGE BRACE HEX. BOLT (095085) AND R1/2- HEX. NUT 1095032) RIDGE BY If BUILDING PURLIN DETAIL F195 EAVE STRUT CONN. TO INTERM. FRAME 2:72 ROOF SLOPE DETRIL.F262 RIDGE CHANNEL CONNECTION USE ((a t//2' x 1 1 2' �DL7 NOTE: ATTACHMENT TO WALL NOT BY BUTLER A325T (097280) AND 1/2' HEAVY HIX. NUT (095230) LOAD BEARING WALL LOAD BEARING WALL LEDGER ANGLE (NOT BY BMC) (NOT BY BMC) "L5X5X3/B ( OGE2463) LEDGER ANGLE L5X5X3/8 { OGE2463 ) PURLIN /-PURUN 1 CLIP 543048 FIELD DRILL HOLES AS REQUIRED ` LEDGER ANGLE NOTE: ATTACHMENT TO WALL NOT BY BUTLER DETAIL FXO1 I PURLIN TO LEDGER ANGLE CONNECTION SAVE STRUT USE ((1-5 8"X 1 1/2" A325T HI STR� �OLT(097281) AND 5/8- HVY. HEX. NUT (095233) FIELD DRILL 11/16" HOLES AS REQUIRED DETAIL FX02 EAVE STRUT TO LEDGER ANGLE CONN. PURLIN BRACE (TYP.) 0 Iq §_. U ` SHIM_ PLATE--:U ROOF BEAM \I PURUN USE 22 518 X i i 2 25 HI- ENGTH B06T (097281) EAVE STRUT - AND 5/8 NUTv(0955233) DETAIL F152 PURUN BRACE .DETAIL F194 EAVE STRUT'CONN. TO INTERM. FRAME TOP ROW 2:12ROOF SLOPE PURUN DIMENSION 'B' DIMENSION 'B' 6' 6' 6' 6" 6" 6" TOP OF PURUN Fil IF] SEE DETAIL SEE DETAI F 552 F152 DETAIL F307 PURLIN BRACE LAYOUT !i\ .. me _ /n\ on cnmmu v - Y John, E est Lamb PO, Box 1529 i Laurinburg, NC 28353 Fla. PE 127717 REVISION NO. 1 REVISION NO. 2 BUTLER M�NUFRCTURINGCOMPRNY GENERAL OFFICES=KANSAS CITY. MISSOURI BUILDER: PRODUCT OF THE WALKER DESIGN & CONST. ORDER ENGINEERING BOCA RATON, FL SYSTEM PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: RW: JRBUFFKIN ENG: - w1a: ft er: =W:80X152X18 PORT ST. LUCIE M@VIN PORT ST. LUCIE, fL LRF 20# LL + 3#CLL 110 MPH SBC 97 ROOFORWN SECONDARY STRUCTURALDRAWING DETAIL SHEEPcnECKm CHK: P?-/.a DATE: 11 /28/00 NUMBER: ❑ 00-067281-04A R 0 .. - y ,Y _ 4 ., . _ f' rr. .; a vi 0 0 0 N N O 9. 0 e � REVISION N0. 1 ale: q .N BY: W 7 tD Br: Q 4 J J Q 0 z a LL1 o O� C I- Z O 0' LL- Q 4 4 4 (T) i �z -u 26'-0' 25'-0" 25'-0" 25'-0' 25'-0" 26'-0' FRAM NP.E 0000000000000000000""`^"`^"_`^"`^"'^^.'^^^^^^--^^--•-^--'-^^^�.---^^^s . . 00000000000000000.0000000000000000000000000000000000000000 F)Ez .-^^c i R02 R02 R02 R02 I R02 R02 R02 I R02 000000------o00000000000000000------------000000------o000000000000000000000 Y ROOF PANEL SCHEDULE ID PART NUMBER SUFF. LENGTH DESCRIPTION - HOLE TO HOLE R01 560120 643 487-1 MR24 EAVE PANEL ALZN 39'-4 15/16' R02 560157 645 MR24 RIDGE COVER R03 560173 MR24 RIDGE END COVER STANDARD NOTES: RP0031 REFER TO GENERAL ROOF INDEX DRAWING 1081111 FOR ADDITIONAL ERECTION DRAWING REQUIREMENTS. REFER TO DRAWING 1080876 AND/OR 1080877 WHEN FIELD WORK IS REQUIRED FOR VARLIBLE-WIDTH ROOF PANELS. RP0038 W A R N I N G ssrrr+grrrws PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. RPOO46 PANEL CLIP FASTENERS sgsrrragsrrrrr+-: USE SCRUSOLT 097196 (GREEN 3/8 X 1) FOR PANEL CUP-TO-PURUN CONNECTIONS. RP0054 DIRECTION OF ERECTION FOR MR-24 PANELS ON LEFT SLOPE IS FRONT TO REAR OF ROOF SURFACE. RPOO55 DIRECTION OF ERECTION FOR MR-24 PANELS ON RIGHT SLOPE IS REAR TO FRONT OF ROOF SURFACE. RPOO59 MR24 RIDGE COVER IS FURNISHED IN 20' LENGTHS. FIELD CUT THE RIDGE COVER TO LENGTH AS REQUIRED. RP0062 ROOF PANELS MUST BE ATTACHED TO ALL ROOF STRUCTURALS TO INSURE THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURUNS ADDED FOR SPECIFIC LOADING CONDITIONS. ETC. ENOUGH PANEL -TO -STRUCTURAL FASTENERS, CUPS (IF MR-24/CMR-24) HAVE BEEN FURNISHED FOR ALL ROOF STRUCTURALS. RP0073 HOLE TO HOLE DIMENSION IN THE ROOF PANEL SCHEDULE IS NORMALLY THE DISTANCE BETWEEN THE STRUCTUAL ATTACHMENTS AT EACH END OF ROOF PANEL SEE DWG 000001). THIS MAY NOT BE TRUE FOR CUSTOM PANEL COND ONS. RPOO72 SEAM REINFORCING CLIPS ARE REQUIRED AT CERTAIN PANEL CUP LOCATIONS ON YOUR ROOF. REFER TO DRAWING 1080951 FOR INSTALLATION INSTRUCTIONS AND THE MR-24 ROOF PANEL PLOT ( OR SUPPLEMENTAL DRAWING) FOR SPECIFIC LOCATION. (80) 560612 LOCATIONS ARE INDICATED ON ROOF DWG BY XXX ' o V���4FOe John t4nest Lamb P.O. Box 1529 Laurinburg, NC 28353 Fla. PE # 27717 REVISION NO. 2 BUTLER MANUFACTURING C0MPANY GENERAL OFFICES-KANSAS CITY. MISSOURI OF THE80X152X18 ® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: -1)v DRW!JRBU FFKIN ENG:PRODUCT CHK GJ DATE 11/27/00 WALKER DESIGN & CONST. BOCA RATON, FL PORT ST. LUCIE MOVIN PORT ST. LUCIE, FL LRF 20# LL + 3#CLL 110 MPH SBC 97 ROOF PANEL DRAWINGD DRAUMBER: 067281-07 REV. 00 N 0 m � d d w n O ENDWALL TRIM MALE - (630308) SEE DWG. 1081167 FIELD FORM WALL ADAPTER (630310) SEE DWG. 1081259 MR-24 ROOF PANEL PURLIN OR EAVE STRUT FASTENERS ON 5' CENTERS NOT BY BMC 8» ENDWALL ENDWALL 3 5/8h ENDWALL TRIM MALE - (630308) SEE DWG. 1081167 DRIP FIELD FORM WALL TRIM ADAPTER (630310) SEE DWG. 1081259 EAVE TRIM FASTENER BY BUILDER. LOCATED BY BUILDER. d SIDFWALL 9 1. j /4" r— ROOF PANEL CAUTION: DO NOT ALLOW 'ROOF PANELS TO PITCH UP AT ENDS - MAINTAIN ROOF SLOPE. 1/4" SPANNINGa=eEMBER BY BUILDER WALL ! " DETAIL K391XGABLE TRIM LEFT WITH MR-24 ROOF I DETAIL K392X I GABLE TRIM RIGHT WITH � � . MR-24 ROOF I DETAIL LGO87 ` LAVL 10 MASONRY cee ueoieof r 1111 wA1 i An.v * .. vim � ...�.�.� ....tee AT ACHMFNT L REVISION NO. 1 REVISION NO. 2 MTE Q�Q BUTLER MANUFACTURING COMPANY n arECKm �` GENERAL OFFICES-KANSAS CITY. HISSOURI 4 PRODUCT OF THE ORDER ENGINEERING SYSTEM K John rnest Lamb P.O. Box 1529 Laurinburg, NC 28353 Fla. PE # 27717 Imo_`_ Do G ORDER DESCRIPTION: DRAWING TITLE: D W: JRBUFFKIN ENM11/27/00BUILDER: PROJECT: BUILDI 80X152X18 LRFCHK: 7/0 DA20# LL + 3#CLL EDGE OF ROOF DRAWING NUMBER:WALKER DESIGN & CONST. PORT ST. LUCIE MOVIN `10 MPH SBC 97 DETAIL SHEETBOCA RATON, FL PORT ST. LUCIE, FL p00-067281-I w O O C3 In ►9 P� LO O O V) "m 5 oil' RECYCLED ASPHALT No� ROM �� on) rti O O m A 0 f 1 STORY CBS STORAGE BUILDING NEW SECOND STORY ADDITION TO STORAGE BUILDING (9040 SQ. FT.) 29' I 0 (n z mo v� b �m 0w cnU N 0 I o 5' I V, SBO Al 5A S89'52'34"E .11 63.30' O O O Lo I Q 14) Lo r O Ill w o o O r I� VJ c z 0 �--' (D w Q, 0 0W ~ 2 O O r D e: a, i D o Pe. e r 153' 29' 51 .. n. ♦ �.. .� > `rr '..'. ..P a oe .. p ,' ♦ D p .. > ♦•. '. e P P• P .�• _ D. P. '. D: .. .. p e .• 4 D a • P O.P. P ,a P° a p'� D e r e e ♦rD D - • ♦ e ♦ ' .: s. r•P .,o : ;. ♦P D •�. 's ep D.. r.. g', • • ♦ a •. r. o.° �o ,D. s P 1 B. .' a '.. .•, .. .••..., ,r p ♦ ♦ .D. _. p'. ♦D ..s °r ;P > e r �XISTIP�G � ' a p •. `p '.. oe !r. '. .. ° P • ey. • r D..p .♦p• eD. • CONCRETE, •' DRIUC-_e l p s .a ...>. De D p a r � • s .P e D .. a -p' s e P e e r •' s pP P •.. .r o ♦p D r D e e p r s o P a a s.. ° • o D ° .e 6 ,� p.. so r. r•p s s D P p° _ ♦ D ... • b s Pa p •p D. ®e ..i'. .e .Ds 's "D ♦ P ° Po • Ce ., n e D e ♦ P .. • r • Pe •.'r r � � O C7 C� C� P e r e P• r DUMPSTEIR PAD-,"'L p• P (L FBI N89 52 34 W 616.92 SITE PLAN, SCALE: 1 "=20' r..r vY WEYANT ENGINEERING, INC. CIVIL & STRUCTURAL ENGINEERS 201 S.W. PORT ST. LUCIE BLVD., SUITE 104 PORT ST LUCIE, FLORIDA 34984 PSL (561) 335-0772 W PB (561) 832-9094 FAX (561) 335-0866 EMAIL: DWEYANTI ®AOL.COM CHECKED BY: DRW DESIGNED BY: KCM DRAWN BY: KCM DATE: 07.1 1-02 SCALE: SEE DWG. REVISIONS: SHEET 0111608 OCT 0 6 2003 i ...::.............:' ........ ... ......... ......... ...: ....: ......:: ........ .. Thew 4raw1M1gs are instruments f ecrvice and are -the -.property or the des�gner whebther FILE u"'OPYthe project for which they are prepared e -excecuted or not. They shall not be used for `other projects, except by written agreement. PY g Pefeve LiCauji Design Group All rights vdaerved J`:, , , , n i_ n , p,_Sn 45'-O" q, Su 4 �ly� It - q, Sn �✓31'01I a TAa . 1' q„ 3,_811, qu 3i_Sn iOy3n 4'-6° 2-4 -6 2 8 14 8 if if 0GD 33 GLIDER ... .._h .. .. -. - P .. _ ¢ k — • . . ONE HOUR i p_ I' O _ ll• ..TNG. - o % o R -T 0 �• d. - 6030 GLIDER. , ,. 0� j b 33 r. W _ of ONE HOUR `. - ._- :.. O FIRE CEILING R EXT. d b , u ,_ , ,_ n N 1254 4 8 2 O 4 2 -0' 2' 4c4n d .' 24" x A WIRE GLASS if 00 V 7•'. 4e�I° i �i`. FiCE_ K.PT —> �1 tL �- _ 1. 'i'-_.-___ - Y-_� w C.toL V •t- J'!-ter, 5E'1-- 't QL�1 a 24 �y m 4'-8a 2-4n �1 yw N m N a Ross 7sss mo 3068 11 0=f R £x ct - 24 SH c'+ b _ e l 0A, E w e- mot':>. et 8,_2n _ 18 '- 11 6'-O" 8'-8" c i ONE HOUR A. 5 irs u 0 2 9 .CEILING I 1 ONE HOUR WALL 4 r WX L" am a zr-o" 4'-2 2-10a Ir—'?{+r /a15 4tS�13. tJ 117- N 24 SH A74 ¢'�P• Itr t. rt L) !� t.)5 ?/2dio�OL3 I ` ONE HOUR _ 'O Q. CEILING m �J N WPtt._CrtPo °Is - - ',4 P Pm uL. cios pe T/q L 24 SH 30 to 24 SH y, - ONE HOUP. WALL � Ire Il�Il "'K' ms-o� e II CIl° IlDIl'® �IlIl� �IIIleffi 24 SH r n 0, 92 Lma>ft.34 o -- - a _ 1 _ — C.e, 5S P- 24 �s r - ONE HOUR i�s'CEILING \✓SsciL LJ -.c M'A kq& — , Wf 01 r 3a7' FIeE �f9WGP.C-:Tt� P>LOCK FI2CCb...�PCL-S 2Nta.Lr_ SE ea. <o oe, GcryYrcvcY�� FE-R LL De-raL• t9os :i rYP. Mwar t W/adl-61Ee4GON n1�aC Nt>-ept•a 41[E �r-� L40a - A i 28'-O° a - ^ hIRST tfVEL t�L�1V T.1tLL n: e�L� , �� �c� wa'u. ',.. • cr_ni F- van , r-O„ Design No. U905 pp�@, Doan Aj!�OVG IS -4 /6l 4° T8 I3 oTTUfin AN7 1� R r-ur11zE usE -Sr wl Ls' Oeif% St��C• Bearing Wall Rating-2 HR. Nonbearing Wall Rating-2 HR r 0 n n e`J1J ., I 0. 0 �F-1Jpt I • 4 �Iv Horizontal Section V O I. Concrete Blocks' —Various design.. Classdicaron - (2 hr). t I See Concrete Blocks catego y for list of eligibe manufacturers. 2. Mortar —Blocks laid in full bad of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3�1/2 arts of clean shar sand to 1 an Portland o ment ( to ortioned b vol. r , E� +I! r x i k �u fail - C1.3 SEE RAILING n. �g DETAIL SEE RAILING n DETAIL 6068 TEMP.- , EC 68 TEMP. h '0 ro S.G.D. 0 T a r � Rar`r_.p 8e -q _ 6,_4.n Wf. s-4 17 RISE1t-�j es, o ICpTKFA.PS. ^ a3°ca5cc) 3068- 3068- 121 24 S.H. (2) 24 S.H. 24 S.H. 24 S.H. 24 I a 15.H. k a SEE RAILI G �x DETAIL - P p p e p p y ums) and not more than 50 percent hydrated lime (by cement volume). Vertical joints stag. gemd. 2A. Mortar Mixture' —(Alternate to Mortar —Item 21—not more than 130 Ibs of sand and 5 gal of 0 water to 76 Ibs (one bag) of mortar mixture. Cemtech Laboratories, Inc. 3. Portland Cement Stucco or Gypsum Plaster —Add 1/2 hr to classification if used. Where �, ^ �1 - combustible members era framed In wall, plaster or stucco must be applied on the face oppa- jam' fd`I THESE PLANS AND ALL PROPOSED 1.'. site framing to achieve a max. Classification of 1.112 hr. YV�t7 MIS "• , PROPOSED 4. Loose Masonry Fill —If all core spaces are filled with loose dry expanded slog, expanded clay ARE SUBJECT TO ANY CORRECTIONS or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. REQUIRED BY FIELD INSPECTORS THAT OIL BASE, SEMI GLOSS OIL BASE, SEMI GLOSS 'Bearing the UL Classification Marking PAINT ON DRYWALL PAINT ON DRYWALL ° MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, TO BOTTOM OF 12" 3'-6" GRAB BAR -_. REFLEC.-SURFACE " 30" GRAB BAR ��pp asG�, TISSUE HOLDER TO--1C�iO WALL5" FROM -.REAR - � •���FOO �O. 0. 1Q.C, N q �SAA 17, ` drawn a � �+�,L� F C� 5.1 _ DISABLED ACCESSIBLE 'tom r0�' checked WATER CLOSET SPAT AT SHEET VINYL FLOOR .8 P!`"• 17 1/211 TO 1911 ACCESSABLE LAV. AND VINYL COVE BASE '8��+�+�`� - INSULATE. HOT WATER +fDJdate , SUPPLY AND DRAIN - `4J, Q,�r - tebuary 24, 2000 addle ACCESSAELE BATR ©!TAILSr e , date revision 11 $�011 Fib Wa L( 11 + 15�0 rZEl,oCSTG: 6Y , '-O' T-10 1/4" V-2a 7" '-10 V-2" 4'-&' 2' 16' 3'-2° 61-9 114" 3''4" job number �. " 99108 1.. Oy ,_ n ,_ , n '- ' f-21/4" '_ 13 7 1/4 O' 73-7 '-O' 13'-7 1/4" O 8. 13'-71/4" 9 5 . ,. Sheet 5 i 6x ° 481-9 1/2'1 i,, 311-2 1/2a _ : r 2G SECOND- LEVEL PLAN PAULWEL.CH INC. of ,x > SCALE T/4u. P'O"- 1984 S.W. BILTMORE ST., SUITE 114 PORT ST. LUCIE, FL 34994 2 Z 204ti ���� s y 14AINSo AdM.L.O. L114AIN BR MAINS/ M.L.O. LIMAIN BR PANE �$' G'�p BUS RA7 NGr �18� PANEL: OFf-tci MAINSr jIM.L.O. LIMA3#I 8R P 4 PANEL , W '� BUS RA•('ING" w s11 TYPE r SG. D or ITE VOLTAGE / �� ' - TYPE r 50. "0 r' br ITE I TYPEr 50. '•D" 6r ITE q lfo 1 /d HOl1NT tNGr R$[E55 $URFACE BUS RAT NGr w WA,,S MOUNTING, VOLTAGE. CKT H011F4TINGr RECESS I' SURFACE VOLTAGE r _12A o i ila__ SI R1 CE55 SURFACE KT. CKT s' i �a 0 AM DESCRIPTION N0. POl AMPS DESCRIPTION _O IOU! AM DESCRIPTION NO. P AMPS DESCRIPTION T e>e drawikg ara in>irument> �xf >arvice KT. CKT AMPS DESCRIPTION 0 �__ _ 0 AM DESCRI PT ION NO. POI ( '1 cPc s 2 2e A /c c u ad are the( Per bf thede4., whether , O t P`µd a .. --- O..W.d or n.L They >hall not be u>ed for 2� Lid F��-?t `+. 2 1 ''tC l'"', 1 20 Life / 2 t g,m / fe ePe''3 - 2 2 Zo A(G CW '24. PrueJt forrrowhi P they are prepared be (-re. lt- o er ro.my ---- t b written a r.amenL �4 =t F � Asti (3) .500ts IN 5" COND. a 2 + ALL WEATHERPROOF 1 R WIRING THROUGH S yrn G I 1 4 3 6— y SU to 1,5Ic«.,. 3 - I I a care Lic ..i O Grave 3 6 ,L ,10 pL:4 low 5 5 i 6 - y 5a R V V q.S Kw. i .'ghm r...rued to 2 IDo AII.� lokul 13 4,6 :?PLE —T.Nu i= kea ;I0 Z �3Poc SwPAN 12 9 i� 1 1 '2 eC_ %—`— -f2 to f35 Ia t 14 L 1CvQ[— 13 ' 16 — i 16 o $D C U - + O O O O O 3 7 is Z j 9 "_ '� 2 4 I _...— �:._._--^--"----•-----� 19 I I_ t 20 19 20 21 ! 1 ! 22 100 101 too 0o too 200 22 2 5a tLs 4 z —2 2 z z 2 ff {`L�'C.T♦tIGAL LOAD- Af,LCULAlTWNIF 21 2 a - J 23 26_ 24 23 Office A B C D Whse. 26 YS 61-] o 1st let 1st 2nd 2nd WAREHOUSE 12,200 aq; ft. AT i/4- VA. 3050 VA- 23 26 'Z [� G V 4 { 25 t6 c� ® -- ,tr OFFICE 2300 sq. fI. AT 4.5 VA 10,350 25 1 27 27 20 #2 COPPER WIRE GRND. TO POOTER STEEL AND 29 30 a 29 _ 30 COPPER WATER PIPE - A.C. S HEAT 7,000 29 I, I I 30 Z �,LL �%t.. 29 32 - 31 32 SITE LIGHTING 5, f 33 _ CLI TRICAL RISER. OIAORAM- o00 31 L 32 �" 35 334 6. " MISC.. 5,000 3 34 35 _ 36 �i 93,400 36. .. 38 37 36 Feld 95400..- See AMPS 35 38 37 _ — 40 .__ 139 USE 400AMP SERVICE 37 ...� 40 �.�---�^- 39 42 - 1 __� . __ _ _ '�' �.. Z �. 39 4 - ; _ �7 �® o �c — -- 42 --—�L �1 BDULES AND NOTES AL a its shall be Transsplit system DX units, 10.0 SEER, with Heat Strip -fE O 0 a ®o" O��/� 55 Our � � � D as ot=1 .. at ea E �Q io i0 Nd t 3 , _ e ` Nam. �O XWO b N O � u l-1 ea units;shall be TTR024 with TWE024 with 5 KW heat strip, o -4M0 N -_ 1/6D E ea units" shall be TTR048 with TWE048 with 10 KW heat strip, E `o Ial- o �y 4 E Q V , / d. D ` E D tlO �� 4To I.` N T WOO @:� hits onI'plenum stand for return air in front area and mount C o i N _ o v , DI4C t00A ELEC. PANEL %' _ G d horizontal; in whse area with pan and float switch and drain. ` t_ •- ;- _ - E FUTURE !Tur- ioap fire,rdampers at all floor/wall/ceiling penetrations as may be E A.H. / F e I to maintain fire satins of same - verifyrequirements (Pertains �I % LAC, ruL _ luctwoiko :penetrations), especially thru floor penetrations. Provide E fr ° "� ob D 11 N Q source ;power for AHO/Heat Strip with provision for individual No !ct atiunit. .. i D t 'all Units`to be completely accessible. N ;y s 1 .1 AM'seand respective condensing units with plastic lables. El WIRE LIGHTS TO _ :o. ' chitectural Sections for ceiling height restrictions - all HousE PA EI 1andmaterials` shall fit in the space provided. Make - - tltons-as required to accomplish same. 2n �. WEL ELI MICAL` -PLAPJ IP'�uuIl �c�Ilc�IIli IIml�a ?sJGril "jDlffusers shall he'Metalaire or equal unless otherwise ®ffC�S�D®IlIl�l� �LTII lad(,3 I ,d , all aluminum construction unless otherwise required to meet ��w.ddom me saxa.��a so urn a - %J, Support independently from ceiling system. PALL PACK bPACK WALL PACK R WAI " L PACK iupplylaiY 'ittusers)`shall be series 5000, H-6, S-41 D-51 of the PAO)( _ "f hown" S-Iigone way; S-2:: two way, etc. Unless otherwise noted, -, ExH. FA 4 c--IT 1, A --�. shallR be 6",, x 6" (up to 125 efm); 9" x 9" (130to 290 cfm); 12" x I T 10o arm , I BATrer+Y BACK UP e300 cfm and larger. Provide type M-2 SAD's for all drywall I # a ExIT LIGHTS dt10n5 y�yi6�,z+..n., i .42 •42[ WIRE LIGHTS TO .` t;.. ,, HOUSE AANEL registers -shall; be RHD." Provide exhaust registers on all ceiling TYP. �. s`yto exhaust systems or intakes. _ _- �\ e a ' i+j�xll��t"2D�,:f:.' / I.�_' J'--" Q - A C. 11 ball be"'type-REF'.of the sizes shown on the plans, provide 1" T/A \ l I1J 1 ( .... _of ondensate drain lines from each AHO run to landscape area at •4 u' FV a � w/qelInsulate all condensate drain lnesaovegae. IL�14 SAD E v R A iHCgl les/registers/diffusers white. V+ f _ c 3 'I"fans�shall be Greenheck or equal with BDD's, Model SP, 120/1/60, of (� scheduled � at 0 125" SP. Provide 6" exhaust duct to 12/12 wp louver 1 VP i% '�' THESE PLANS AN AL OR C1IONSSEDWORK ® C=1 Nexhaust fan ,, 1 1 I v OUS tJOOA " ARE SUBJECT TO r i:o-x. PANEL N i'outside_vake up air for each unit - ,Set oft at 10% or as noted. WIRe LIGHTS To REOWREDBYFIE I ORD ORSTHAT HOUSE .PANEL i MAYBE NECESS YI ORD RTO - a volua damper at each connection to unit ductwork. Maintain TYP, j ,- o i 10 separatiomfrom exhaust openings. Provide grille in soffit k COMPLY WITHA AP LIC LE CODES. ; 1 'diameter duct to unit. '//� 4 o cam IT,h',, Ib Iba P✓ thermostat for. each Unit - Honeywell, Trane or equal "On -Auto" / — e-� I / W S ot=1 (Heat/Cool"settiltgs. j ` -, �, �fb ✓" b� 14/Ib �L 4 , C w /F0 o `Icshallihavell joints and seams sealed with approved tape applied — \► ! dheslver";. to ,-make joints 'air tight. Ducts shall be reinforced foil "3 1/2"fi)2erglass insulation board (R-6 minimum). Flex duct shall be , u ) Thermaflex.y or ?equal with foil back insulation. Provide spin -in 0 I �\ :fonawith diverter and volume damper for each flex take -off from the 10 ° uti unkeductwork -- traoior;shall furnish a complete matched -component HVAC system in mce`with,these drawings, local codes, and the latest editions of MI & 90BAMSI 8-9.1 Mechanical Refrigeration, SMACHA, ASHRAE, and of Tlorida Energy Efficiency Code for Building Construction FLA - \ i4-A It was-�I J )ntractoi shall obtain all required permits and inspections from j O .ng agencies and furnish a written guarantee that all work shall be i 107 �� A :om efects:in'materials and workmanship for a period of one year (1 ii SEA �` sedate',of;;equipment startup and final acceptance. Manufacturer's j i f�L� Ib IBhAO R/A^ :tions•and`guarantees shall be given to the owner. �/ �/ ✓l ' �"! r-v "` � e200 SGC/9�/ BUILDING tractorl shall be responsible for balancing the HVAC system to meet �\K �� B/ %� -"``� ' a o ST. LUCIE COUNTY BU D G DIVISION teria on the laps and shall return to the site to re -balance the E �i a�R.cl - / W �� �� : REVIEWED 13�R,CO\IPLL4NCE TeeyeRB OFFICE' 151 #3, #6 1 1/2" CONO. A (3) #3, #6 1-V2e CON¢. B (5) 03, - #6 1 1/2" CONO, C 131 #3, #6 1-1/2" COND. O l51 #3, #6 1 1/2".BOND. WHSE 131 #3/0, #6 2" COND. date revision II�o�O O hDn Ft�E w t.UC Iw STotzll(.r. A.R.t'N llj!i100 �ELOeAr'E jrhtiY—may ��Z7�a1 (LELocA'Tt; 57:rr"tt ST#xati� A¢�/aS istem after occupancy to satisfy specific individual requirements. 1 / n/ 6As0 •r/ XI DATE ' drawn -�NCL1/4rV S/9 _ -- # firestats k for all units per mechanical and building code j PLANS AND PERMTT MUST BE KEPT O 1nu a'i' ?mentS. "sal.' / - ,i i OR NO INSPECTION WILL BE DL4DE. T checked I P.W. a eW. / ��. _ / date febacrY 24, 2000 fit!' h�'� ., ;�C1•J(/L%� 9�-�Z'I✓fl•Y�D / I FIRFWP4.L _ scale *p {r�''l•t 1 i, B �uf/S �[! or job /Anumber I I 99108 shootDr - . �}�/s r /s/�-l�� p� /� A.G. COMP. .-�L1�C7 T�iVAC-�! A--{.1171V17. 1�1..T1 A.C. COMP. '.. 'a - PAUL WELCH INC. 1984 S.W. BILTMORE ST., SUITE 114' PORT ST. LUCIE, FL 34984 Jj 2 QQ�1 P I NOTES: Construction to start January 2000 and end April 2000 Sewer ...,on site septic system - Water ... on site well 14f- tlIL , -I I � CH" colt6, v�o •d/GI.G•t.v _ I owl �11tti. FILL/ I - bR W� 1L/ - � � � _ 7� Property Owner ..... Carlos Munoz -Quintana 6901 Heritage Drive Port St. Lucie, FL 34952 Engineer .......... PAUL WELCH INC. 1984 SW Biltmore St., Ste 114 Port St. Lucie, FL 34984 Surveyor .......... Christian Fenex 1850 Palm Beach Road F1,a Stuart, FL 34991 L J �.I ICP T I � ' Utility Provider On Site ELEVATION PLAN MoNoU1NIG rr Setbacks ....;..,.. Min Reg'd Provided DUMPSTER DETAILS Front .......... 25' 98, Rear ' 20 314 - --- Fs Side ............ 101 10, -A- 6160 Max Ht ............: 60/ 301 Max Bldg Coverage @ 50% = 46173 SF or 1.06 Ac r4I�pD pArrrtlP4q Bldg Coverage Provided = 14560 SF or 15.77% No fire hydrants within 1001 of project site. Sign ... 150 SF max with 301 max ht. Lighting from Bldg Wall Packs- see plan 'ARIoNG BY 01001_ER PERMIT ONLY 5250 PINK aeilnc �el nur,al In Pf UNIT $250 PINp .,. n ULRICH ROAD R/W J; . 11 i I1 So de' GZ 1.2L I � 71 �I 7 TI Yl � YI � �1 i}� •27 :ESj � (?-�. b° "i d197d.i+Pldi 13Y 331d4 135 3c 137 38 Li9 � - �" "1\ _ A:I ..I Bd '71 Je Li=1..: •. I'• Jd l4i rao' 00, ;41. W* I -ili.G4' 331.64' G, 1 � � >P l_J 331.45' 2L i.15 ' PRO AEC i 14 _ I east S89'S2'34"E 616.48 U5, WffLIL FauNO 3/6' 47' R/W IRON ROD FOUND 3/8' IRON ROD I. n I , 8D. Ii s east NORTH 100' OF THE SOUTH 250 aY1� p IL.St THE SE1/4 OF THE Sli1/4 OF HE NWi/4, LESS EASTERLY 47' I III I GRAPHIC SCALE cA Izf'1Sfi � 1" 30 `n o c ist o I IN o _ O BOAT AND RV STORAGE y. D ASPHALT O . e{1i 1. [. P14 I ,`, y V) W BF. NCH MARK Z _. Urd FP. f. - - +Rryj,-,fOWEftef-Ist COS pflal LIS§ BUILDING BOX EL:15.05' S10RAGE BENCH MARK I BUILDING FILE - 14.8' r IN PALM In FTE 15.2' .. INVERT �q EL.-1493' SEE Dt�T4vL 'A' ASPHALT PARKING LOT 100 ROOF OVERHANG NOT SHOWN OR LOCATED 4' S89'S2'34" 3:30r 47. D1)' ► w.o' 2n I I p SITE DATA WNO 3/B• + r n :. r S 2_6 ti.. l IN ) ! IRONROD o ,3> ti • 6 e, s f S89'S2 34 E 527.35 + o r t ND 3/6 4' DRAIN„„� 2 m. ItQN,ROOy'4 I 12.3' l PIPE TOP K INVERT (n I N00'0T39"E ovlNc s STORAGE 1 --ye --- - - EL:-1a.6 - - - - - I -` -lz� 6' O I C , OWNER y +0.8' y6 1= to/ 153' t} 55 19' S n j of C A!; ZONING ................. PSL M + .6 N 80'11 51 E I r1`LAND USE ...........:...... coNN r ---2••840L = - ; co z SITE AREA .................. 92347 SF or 2.12 Ac �� p• / _ �,.� b. j 1 iGa zF vrmrn4Yald .H Iwo + C IA W > BLDGS ....... 14560 sr or 15.77 % W Tr ` w n PARKING ..... .... . 13882 SF or 15.03 % WALKS ....... ,. 400 SF or 0.43 % t r y M I hl I w N S E e a _ o oRr z y. ) TOTAL IMPERVIOUS ......1..:. 28842 SF or 31.32 % O i 122�0'�F` Ir' MAX. HT. N«I v ILoogal I Su z rcIc p O v ti 1 f I o m m LZ ( TOTAL PERVIOUS ............. 63505 SF or 68.77 $ o� ti 60 FF EL '1 .�. YT: l2 0. ge {lC to hk ,�` I- � 0 +If),1�. /: : d ,.y v J�,2 91NN- O I N c -..:1 -I .1 C. 3- lj ISO 4F � I z PARKING: l G T InI o �� , N �.� t. PORTION 10-36-40 IJ 1 ©P t L A t, I: A o.96 A 4 // , + 7 ? N �� be 7 r� y I n I I 16680 SF / 1000 ............ 17 SPACES REQUIRED (NOT INCLUDED) p3 I I ; + ( oc v I I o SPACES PROVIDED ............ 21 SPACES tM f ,5 > a I flC SPACES .................. 1 HC SPACE k m tM I I o Ao,l I o -L�-fir I > .P� `� �Y O - I a T- 12RIVtlW,&q•.. Z- •--,-.� v '` LT41 FKoln [yL c(,v (tv 2�. NL �} I > I c., 0 1-I .,� >. PB{* rs Cd'Pl,. .« e ASI'IIT•LT I�AV11461 I I s rnN I n MAI-F y a _. llllll L9P 5 i2 S6}rsbl ` Ias ? v .: y i ,^ / e I a BETE HEAD I I NOTE: THERE ARE NO DRIVEWAYS OTHER + to I IID WALL NTH CULVERT f ( ) I _ THAN THOSE SHOWN ON PLAN WITHIN 660 FT - 14 DRA I FI pG E R B 1 E 61 T 10} I A pA LJ= ` ��- �- - - INVERT - IN DIRECTIONS FROM SITE. -= -,,- _ = �� , e.s' BOTH FOUND 3+/8" --""------- .� -- _. -_.SWaIC _ .-- L. `'!-_•,�ZZL OYE Off AtT�+I Wll) �IN FIT _.._..V. RON Roo ,i`' - ,,1e. ` S89'52'34 E 616.92' .�'t'$ --.`_. - + - 47.00' 1 7 19 � SOUTH LINE NORTHWEST QUARTER 10-30-40 FOUND 5/8' °L'1 I .jti ,g99 EXISTING DITCH - C / IRON ROD 00 cbWtvbl III I StvrWiW ra PORTION 10-36-40 47 R/W .(NOT -INCLUDED) 8oUNDARY AND TOPOGRAPHIC SURVtY , 1201 ItoIA) THE SOUTH 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF - THE NORTHWEST QUARTER, LESS THE EAST. 47 FEET .IN SECTION 10,TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA A G E CIF rt1 L� 7 t LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: START AT THE SOUTHEAST L E L' ry L A 14 CORNER OF THE NORTH 100 FEET. OF THE SOUTH 250 FEET OF THE SOUTHEAST „9 QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE c 0 €>:`"�; m " ,qm + ' J `"' EASTERLY 47 FEET, IN SECTION. 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST; THENCE t' • F °? PROCEED WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST r "1 A'',�:,. ` J : QUARTER OF .THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 1 T SURVEYOR'S NOTES: 63.3 FEET. TO THE POINT OF PLACE OF BEGINNING; THENCE CONTINUE WESTERLY ON A ACCESS STATEMEN LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST QUARTER OF THE o 'TO1. BEARINGS REFER 70 RIGHT OF WAY MAP pga0t-(t0) 205. : ',,, ° `h' ' �', .,;i;�' SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 26 FEET TO A. U. Q ENTRANCE WA SUBJECT PROPERTY I THROUGH A BEARING BASE IS THE WEST. R/W LINE OF US,¢7. �" '° `' � `'��� b • r��, POINT; THENCE PROCEED SOUTHERLY ON ALINE PARALLEL TO THE WEST LINE OF THE - DIRTDRIVEWAY.. DIRECTLYFROMUSkI. `r' 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR �I, ,;` � `i'�° SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER w W BUILDING DETAIL 'A' FLOOD ZONE NO RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. A DISTANCE OF 4.55 FEETTO A POINT, THENCE PROCEED NORTHEASTERLY 26 FEET LY V_ 3. UNDERGROUND UTILITIES IMPROVEMENTS NOT LOCATED PER THISCDATE- /� MORE OR LESS, TO THE POINT OR PLACE OF BEGINNING (NOT To SCALE) BY GRAPHIC PLOTTING ONLY,. THIS PROPERTY IS SURVEY. / o*� FOR .. . IN ZONE X OF THE FLOOD INSURANCE RATE MAP, 4. R/W ='RIGHT-OF-WAY ..w "OI.N r St,LUCIeC0U0 Health Unit COMMUNITY PANEL NO. 12111CO280-F, WHICH 5. --x-- = CHAIN LINK FENCE «r: 131V1i J;d PORT ST. LUCIE MOVING AND STORAGE BEARS AN ,EFFECTIVE DATE OF AUGUST D AREA. 6. ro,= POWER POLE; --OE-- = OVERHEAD ELECTRICAL WIRES Environmental Health AND IS NOT F A SPECIAL FLOOD HAZARD AREA I Ti°`:EflD W 7. EL =ELEVATION; FIFE FINISH FLOOR ELEVATION SitePlanA roved ForConsttudon 2 0 eulLwmc CORNER EXTENDS I FOR MORE (INFORMATION CONCERNING FLOOD C, � >LrA9�^ OVER LINE BY 20( DATA CONTACT THE NATIONAL FLOOD INSURANCE B. ELEVATIONS SHOWN THUS x 15.98' ARE BASED ON NGVD'29 PP DATUM. BENCH MARK -BOAT SPIKE AT CENTERLINE OLEANDER AND Y �F BUILDING WALL EXTENDS I PROGRAM AT 1-800-638-6620. ' $UPerCedeS All Previous Stte Plans FOr '. �' T'W ' OVER LINE BY 0.9'. URLICH, ELEVATION 15.52'. •� STATEMENT(( OF NCROA .uMFNrc - 9. LEGAL DESCRIPTION. SHOWN AS PROVIDED BY CLIENT. n .8F OSDS# l ; NORTH PROPERTY LINE i THE BUILDING. AND ROOF OVERHANG ENCROACH 10, THIS SURVEY PERFORMED WITHOUT BENEFIT OF TITLE. NO HEVIBWerO EASEMENTS PROVIDED TO SURVEYOR FOR THIS SURVEY , .N if-,- OR CERTIFICATION: E-1 - ONTO SUBJECT PROPERTY AS SHOWN IN THE I EXISTING SEPTIC TANK PVC DRAIN PIPE LOCATED - (1.+'ILL ,„MADE BUILDING DETAIL 'A'. r "'"" ';• �. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION EXTENDS OVER LINE BY 4'i. FINDER GROUND ON i SUBJECT PROPERTY OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF j 1.5' WIDE ROOF OVE �1_a• w¢_ 1 ` I ,E. ROOF OVER THERE lS AN UNDERGROUND DRAIN PIPE MY. KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS j HANG EXTENDS OVER LINE O 2 LOCATED JUST. SOUTH OF THE NORTH. PROPERTY - OR OMISSIONS OF SAID: DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS NG x HAEXTENDS OVER LINE O LINE AS. SHOWN, THE GRAPHICLOCATION � -K FURNISHED. I FURTHER CERTIFY THATTHISSURVEY:MEETS THEMINIMUM TECHNICAL^, a STANDARDS SET FORTH UNDER RULE 61G17-6- F.A.C. BY THE'FLORIDA BOARD OFBETWEEN TWE OPEN DRAIN AND 1HE INVERT IS AU ...'. r Ve+^ : \ f�' , N.- ., SURVEYORS AND MAPPERS. SHOWN ON YAPPROXIMATELY. ` r+� «. r _ PAUL WELGI# 1N11;. > Mechanicel•ElecMcel,cwnEngineering CHRISTIAN FENEX 0 PIROFESSIONAL SURVEYOR AND MAPPER 1984 S.W. Biltmore St. Phone 1850 PALM BEACH ROAD, STUART, FL. Suite4 (551)785-9888 P.O. BOX 2533, PALM CITY, FL. 34991 }a I Port St. Lucie, FL 34984 Fax (561) 705-9933 561 283-2977 561 283-2979 fax I. 7� Property Owner ..... Carlos Munoz -Quintana 6901 Heritage Drive Port St. Lucie, FL 34952 Engineer .......... PAUL WELCH INC. 1984 SW Biltmore St., Ste 114 Port St. Lucie, FL 34984 Surveyor .......... Christian Fenex 1850 Palm Beach Road F1,a Stuart, FL 34991 L J �.I ICP T I � ' Utility Provider On Site ELEVATION PLAN MoNoU1NIG rr Setbacks ....;..,.. Min Reg'd Provided DUMPSTER DETAILS Front .......... 25' 98, Rear ' 20 314 - --- Fs Side ............ 101 10, -A- 6160 Max Ht ............: 60/ 301 Max Bldg Coverage @ 50% = 46173 SF or 1.06 Ac r4I�pD pArrrtlP4q Bldg Coverage Provided = 14560 SF or 15.77% No fire hydrants within 1001 of project site. Sign ... 150 SF max with 301 max ht. Lighting from Bldg Wall Packs- see plan 'ARIoNG BY 01001_ER PERMIT ONLY 5250 PINK aeilnc �el nur,al In Pf UNIT $250 PINp .,. n ULRICH ROAD R/W J; . 11 i I1 So de' GZ 1.2L I � 71 �I 7 TI Yl � YI � �1 i}� •27 :ESj � (?-�. b° "i d197d.i+Pldi 13Y 331d4 135 3c 137 38 Li9 � - �" "1\ _ A:I ..I Bd '71 Je Li=1..: •. I'• Jd l4i rao' 00, ;41. W* I -ili.G4' 331.64' G, 1 � � >P l_J 331.45' 2L i.15 ' PRO AEC i 14 _ I east S89'S2'34"E 616.48 U5, WffLIL FauNO 3/6' 47' R/W IRON ROD FOUND 3/8' IRON ROD I. n I , 8D. Ii s east NORTH 100' OF THE SOUTH 250 aY1� p IL.St THE SE1/4 OF THE Sli1/4 OF HE NWi/4, LESS EASTERLY 47' I III I GRAPHIC SCALE cA Izf'1Sfi � 1" 30 `n o c ist o I IN o _ O BOAT AND RV STORAGE y. D ASPHALT O . e{1i 1. [. P14 I ,`, y V) W BF. NCH MARK Z _. Urd FP. f. - - +Rryj,-,fOWEftef-Ist COS pflal LIS§ BUILDING BOX EL:15.05' S10RAGE BENCH MARK I BUILDING FILE - 14.8' r IN PALM In FTE 15.2' .. INVERT �q EL.-1493' SEE Dt�T4vL 'A' ASPHALT PARKING LOT 100 ROOF OVERHANG NOT SHOWN OR LOCATED 4' S89'S2'34" 3:30r 47. D1)' ► w.o' 2n I I p SITE DATA WNO 3/B• + r n :. r S 2_6 ti.. l IN ) ! IRONROD o ,3> ti • 6 e, s f S89'S2 34 E 527.35 + o r t ND 3/6 4' DRAIN„„� 2 m. ItQN,ROOy'4 I 12.3' l PIPE TOP K INVERT (n I N00'0T39"E ovlNc s STORAGE 1 --ye --- - - EL:-1a.6 - - - - - I -` -lz� 6' O I C , OWNER y +0.8' y6 1= to/ 153' t} 55 19' S n j of C A!; ZONING ................. PSL M + .6 N 80'11 51 E I r1`LAND USE ...........:...... coNN r ---2••840L = - ; co z SITE AREA .................. 92347 SF or 2.12 Ac �� p• / _ �,.� b. j 1 iGa zF vrmrn4Yald .H Iwo + C IA W > BLDGS ....... 14560 sr or 15.77 % W Tr ` w n PARKING ..... .... . 13882 SF or 15.03 % WALKS ....... ,. 400 SF or 0.43 % t r y M I hl I w N S E e a _ o oRr z y. ) TOTAL IMPERVIOUS ......1..:. 28842 SF or 31.32 % O i 122�0'�F` Ir' MAX. HT. N«I v ILoogal I Su z rcIc p O v ti 1 f I o m m LZ ( TOTAL PERVIOUS ............. 63505 SF or 68.77 $ o� ti 60 FF EL '1 .�. YT: l2 0. ge {lC to hk ,�` I- � 0 +If),1�. /: : d ,.y v J�,2 91NN- O I N c -..:1 -I .1 C. 3- lj ISO 4F � I z PARKING: l G T InI o �� , N �.� t. PORTION 10-36-40 IJ 1 ©P t L A t, I: A o.96 A 4 // , + 7 ? N �� be 7 r� y I n I I 16680 SF / 1000 ............ 17 SPACES REQUIRED (NOT INCLUDED) p3 I I ; + ( oc v I I o SPACES PROVIDED ............ 21 SPACES tM f ,5 > a I flC SPACES .................. 1 HC SPACE k m tM I I o Ao,l I o -L�-fir I > .P� `� �Y O - I a T- 12RIVtlW,&q•.. Z- •--,-.� v '` LT41 FKoln [yL c(,v (tv 2�. NL �} I > I c., 0 1-I .,� >. PB{* rs Cd'Pl,. .« e ASI'IIT•LT I�AV11461 I I s rnN I n MAI-F y a _. llllll L9P 5 i2 S6}rsbl ` Ias ? v .: y i ,^ / e I a BETE HEAD I I NOTE: THERE ARE NO DRIVEWAYS OTHER + to I IID WALL NTH CULVERT f ( ) I _ THAN THOSE SHOWN ON PLAN WITHIN 660 FT - 14 DRA I FI pG E R B 1 E 61 T 10} I A pA LJ= ` ��- �- - - INVERT - IN DIRECTIONS FROM SITE. -= -,,- _ = �� , e.s' BOTH FOUND 3+/8" --""------- .� -- _. -_.SWaIC _ .-- L. `'!-_•,�ZZL OYE Off AtT�+I Wll) �IN FIT _.._..V. RON Roo ,i`' - ,,1e. ` S89'52'34 E 616.92' .�'t'$ --.`_. - + - 47.00' 1 7 19 � SOUTH LINE NORTHWEST QUARTER 10-30-40 FOUND 5/8' °L'1 I .jti ,g99 EXISTING DITCH - C / IRON ROD 00 cbWtvbl III I StvrWiW ra PORTION 10-36-40 47 R/W .(NOT -INCLUDED) 8oUNDARY AND TOPOGRAPHIC SURVtY , 1201 ItoIA) THE SOUTH 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF - THE NORTHWEST QUARTER, LESS THE EAST. 47 FEET .IN SECTION 10,TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA A G E CIF rt1 L� 7 t LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: START AT THE SOUTHEAST L E L' ry L A 14 CORNER OF THE NORTH 100 FEET. OF THE SOUTH 250 FEET OF THE SOUTHEAST „9 QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE c 0 €>:`"�; m " ,qm + ' J `"' EASTERLY 47 FEET, IN SECTION. 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST; THENCE t' • F °? PROCEED WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST r "1 A'',�:,. ` J : QUARTER OF .THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 1 T SURVEYOR'S NOTES: 63.3 FEET. TO THE POINT OF PLACE OF BEGINNING; THENCE CONTINUE WESTERLY ON A ACCESS STATEMEN LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST QUARTER OF THE o 'TO1. BEARINGS REFER 70 RIGHT OF WAY MAP pga0t-(t0) 205. : ',,, ° `h' ' �', .,;i;�' SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 26 FEET TO A. U. Q ENTRANCE WA SUBJECT PROPERTY I THROUGH A BEARING BASE IS THE WEST. R/W LINE OF US,¢7. �" '° `' � `'��� b • r��, POINT; THENCE PROCEED SOUTHERLY ON ALINE PARALLEL TO THE WEST LINE OF THE - DIRTDRIVEWAY.. DIRECTLYFROMUSkI. `r' 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR �I, ,;` � `i'�° SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER w W BUILDING DETAIL 'A' FLOOD ZONE NO RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. A DISTANCE OF 4.55 FEETTO A POINT, THENCE PROCEED NORTHEASTERLY 26 FEET LY V_ 3. UNDERGROUND UTILITIES IMPROVEMENTS NOT LOCATED PER THISCDATE- /� MORE OR LESS, TO THE POINT OR PLACE OF BEGINNING (NOT To SCALE) BY GRAPHIC PLOTTING ONLY,. THIS PROPERTY IS SURVEY. / o*� FOR .. . IN ZONE X OF THE FLOOD INSURANCE RATE MAP, 4. R/W ='RIGHT-OF-WAY ..w "OI.N r St,LUCIeC0U0 Health Unit COMMUNITY PANEL NO. 12111CO280-F, WHICH 5. --x-- = CHAIN LINK FENCE «r: 131V1i J;d PORT ST. LUCIE MOVING AND STORAGE BEARS AN ,EFFECTIVE DATE OF AUGUST D AREA. 6. ro,= POWER POLE; --OE-- = OVERHEAD ELECTRICAL WIRES Environmental Health AND IS NOT F A SPECIAL FLOOD HAZARD AREA I Ti°`:EflD W 7. EL =ELEVATION; FIFE FINISH FLOOR ELEVATION SitePlanA roved ForConsttudon 2 0 eulLwmc CORNER EXTENDS I FOR MORE (INFORMATION CONCERNING FLOOD C, � >LrA9�^ OVER LINE BY 20( DATA CONTACT THE NATIONAL FLOOD INSURANCE B. ELEVATIONS SHOWN THUS x 15.98' ARE BASED ON NGVD'29 PP DATUM. BENCH MARK -BOAT SPIKE AT CENTERLINE OLEANDER AND Y �F BUILDING WALL EXTENDS I PROGRAM AT 1-800-638-6620. ' $UPerCedeS All Previous Stte Plans FOr '. �' T'W ' OVER LINE BY 0.9'. URLICH, ELEVATION 15.52'. •� STATEMENT(( OF NCROA .uMFNrc - 9. LEGAL DESCRIPTION. SHOWN AS PROVIDED BY CLIENT. n .8F OSDS# l ; NORTH PROPERTY LINE i THE BUILDING. AND ROOF OVERHANG ENCROACH 10, THIS SURVEY PERFORMED WITHOUT BENEFIT OF TITLE. NO HEVIBWerO EASEMENTS PROVIDED TO SURVEYOR FOR THIS SURVEY , .N if-,- OR CERTIFICATION: E-1 - ONTO SUBJECT PROPERTY AS SHOWN IN THE I EXISTING SEPTIC TANK PVC DRAIN PIPE LOCATED - (1.+'ILL ,„MADE BUILDING DETAIL 'A'. r "'"" ';• �. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION EXTENDS OVER LINE BY 4'i. FINDER GROUND ON i SUBJECT PROPERTY OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF j 1.5' WIDE ROOF OVE �1_a• w¢_ 1 ` I ,E. ROOF OVER THERE lS AN UNDERGROUND DRAIN PIPE MY. KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS j HANG EXTENDS OVER LINE O 2 LOCATED JUST. SOUTH OF THE NORTH. PROPERTY - OR OMISSIONS OF SAID: DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS NG x HAEXTENDS OVER LINE O LINE AS. SHOWN, THE GRAPHICLOCATION � -K FURNISHED. I FURTHER CERTIFY THATTHISSURVEY:MEETS THEMINIMUM TECHNICAL^, a STANDARDS SET FORTH UNDER RULE 61G17-6- F.A.C. BY THE'FLORIDA BOARD OFBETWEEN TWE OPEN DRAIN AND 1HE INVERT IS AU ...'. r Ve+^ : \ f�' , N.- ., SURVEYORS AND MAPPERS. SHOWN ON YAPPROXIMATELY. ` r+� «. r _ PAUL WELGI# 1N11;. > Mechanicel•ElecMcel,cwnEngineering CHRISTIAN FENEX 0 PIROFESSIONAL SURVEYOR AND MAPPER 1984 S.W. Biltmore St. Phone 1850 PALM BEACH ROAD, STUART, FL. Suite4 (551)785-9888 P.O. BOX 2533, PALM CITY, FL. 34991 }a I Port St. Lucie, FL 34984 Fax (561) 705-9933 561 283-2977 561 283-2979 fax I. -A- 6160 Max Ht ............: 60/ 301 Max Bldg Coverage @ 50% = 46173 SF or 1.06 Ac r4I�pD pArrrtlP4q Bldg Coverage Provided = 14560 SF or 15.77% No fire hydrants within 1001 of project site. Sign ... 150 SF max with 301 max ht. Lighting from Bldg Wall Packs- see plan 'ARIoNG BY 01001_ER PERMIT ONLY 5250 PINK aeilnc �el nur,al In Pf UNIT $250 PINp .,. n ULRICH ROAD R/W J; . 11 i I1 So de' GZ 1.2L I � 71 �I 7 TI Yl � YI � �1 i}� •27 :ESj � (?-�. b° "i d197d.i+Pldi 13Y 331d4 135 3c 137 38 Li9 � - �" "1\ _ A:I ..I Bd '71 Je Li=1..: •. I'• Jd l4i rao' 00, ;41. W* I -ili.G4' 331.64' G, 1 � � >P l_J 331.45' 2L i.15 ' PRO AEC i 14 _ I east S89'S2'34"E 616.48 U5, WffLIL FauNO 3/6' 47' R/W IRON ROD FOUND 3/8' IRON ROD I. n I , 8D. Ii s east NORTH 100' OF THE SOUTH 250 aY1� p IL.St THE SE1/4 OF THE Sli1/4 OF HE NWi/4, LESS EASTERLY 47' I III I GRAPHIC SCALE cA Izf'1Sfi � 1" 30 `n o c ist o I IN o _ O BOAT AND RV STORAGE y. D ASPHALT O . e{1i 1. [. P14 I ,`, y V) W BF. NCH MARK Z _. Urd FP. f. - - +Rryj,-,fOWEftef-Ist COS pflal LIS§ BUILDING BOX EL:15.05' S10RAGE BENCH MARK I BUILDING FILE - 14.8' r IN PALM In FTE 15.2' .. INVERT �q EL.-1493' SEE Dt�T4vL 'A' ASPHALT PARKING LOT 100 ROOF OVERHANG NOT SHOWN OR LOCATED 4' S89'S2'34" 3:30r 47. D1)' ► w.o' 2n I I p SITE DATA WNO 3/B• + r n :. r S 2_6 ti.. l IN ) ! IRONROD o ,3> ti • 6 e, s f S89'S2 34 E 527.35 + o r t ND 3/6 4' DRAIN„„� 2 m. ItQN,ROOy'4 I 12.3' l PIPE TOP K INVERT (n I N00'0T39"E ovlNc s STORAGE 1 --ye --- - - EL:-1a.6 - - - - - I -` -lz� 6' O I C , OWNER y +0.8' y6 1= to/ 153' t} 55 19' S n j of C A!; ZONING ................. PSL M + .6 N 80'11 51 E I r1`LAND USE ...........:...... coNN r ---2••840L = - ; co z SITE AREA .................. 92347 SF or 2.12 Ac �� p• / _ �,.� b. j 1 iGa zF vrmrn4Yald .H Iwo + C IA W > BLDGS ....... 14560 sr or 15.77 % W Tr ` w n PARKING ..... .... . 13882 SF or 15.03 % WALKS ....... ,. 400 SF or 0.43 % t r y M I hl I w N S E e a _ o oRr z y. ) TOTAL IMPERVIOUS ......1..:. 28842 SF or 31.32 % O i 122�0'�F` Ir' MAX. HT. N«I v ILoogal I Su z rcIc p O v ti 1 f I o m m LZ ( TOTAL PERVIOUS ............. 63505 SF or 68.77 $ o� ti 60 FF EL '1 .�. YT: l2 0. ge {lC to hk ,�` I- � 0 +If),1�. /: : d ,.y v J�,2 91NN- O I N c -..:1 -I .1 C. 3- lj ISO 4F � I z PARKING: l G T InI o �� , N �.� t. PORTION 10-36-40 IJ 1 ©P t L A t, I: A o.96 A 4 // , + 7 ? N �� be 7 r� y I n I I 16680 SF / 1000 ............ 17 SPACES REQUIRED (NOT INCLUDED) p3 I I ; + ( oc v I I o SPACES PROVIDED ............ 21 SPACES tM f ,5 > a I flC SPACES .................. 1 HC SPACE k m tM I I o Ao,l I o -L�-fir I > .P� `� �Y O - I a T- 12RIVtlW,&q•.. Z- •--,-.� v '` LT41 FKoln [yL c(,v (tv 2�. NL �} I > I c., 0 1-I .,� >. PB{* rs Cd'Pl,. .« e ASI'IIT•LT I�AV11461 I I s rnN I n MAI-F y a _. llllll L9P 5 i2 S6}rsbl ` Ias ? v .: y i ,^ / e I a BETE HEAD I I NOTE: THERE ARE NO DRIVEWAYS OTHER + to I IID WALL NTH CULVERT f ( ) I _ THAN THOSE SHOWN ON PLAN WITHIN 660 FT - 14 DRA I FI pG E R B 1 E 61 T 10} I A pA LJ= ` ��- �- - - INVERT - IN DIRECTIONS FROM SITE. -= -,,- _ = �� , e.s' BOTH FOUND 3+/8" --""------- .� -- _. -_.SWaIC _ .-- L. `'!-_•,�ZZL OYE Off AtT�+I Wll) �IN FIT _.._..V. RON Roo ,i`' - ,,1e. ` S89'52'34 E 616.92' .�'t'$ --.`_. - + - 47.00' 1 7 19 � SOUTH LINE NORTHWEST QUARTER 10-30-40 FOUND 5/8' °L'1 I .jti ,g99 EXISTING DITCH - C / IRON ROD 00 cbWtvbl III I StvrWiW ra PORTION 10-36-40 47 R/W .(NOT -INCLUDED) 8oUNDARY AND TOPOGRAPHIC SURVtY , 1201 ItoIA) THE SOUTH 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF - THE NORTHWEST QUARTER, LESS THE EAST. 47 FEET .IN SECTION 10,TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA A G E CIF rt1 L� 7 t LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: START AT THE SOUTHEAST L E L' ry L A 14 CORNER OF THE NORTH 100 FEET. OF THE SOUTH 250 FEET OF THE SOUTHEAST „9 QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE c 0 €>:`"�; m " ,qm + ' J `"' EASTERLY 47 FEET, IN SECTION. 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST; THENCE t' • F °? PROCEED WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST r "1 A'',�:,. ` J : QUARTER OF .THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 1 T SURVEYOR'S NOTES: 63.3 FEET. TO THE POINT OF PLACE OF BEGINNING; THENCE CONTINUE WESTERLY ON A ACCESS STATEMEN LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST QUARTER OF THE o 'TO1. BEARINGS REFER 70 RIGHT OF WAY MAP pga0t-(t0) 205. : ',,, ° `h' ' �', .,;i;�' SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 26 FEET TO A. U. Q ENTRANCE WA SUBJECT PROPERTY I THROUGH A BEARING BASE IS THE WEST. R/W LINE OF US,¢7. �" '° `' � `'��� b • r��, POINT; THENCE PROCEED SOUTHERLY ON ALINE PARALLEL TO THE WEST LINE OF THE - DIRTDRIVEWAY.. DIRECTLYFROMUSkI. `r' 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR �I, ,;` � `i'�° SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER w W BUILDING DETAIL 'A' FLOOD ZONE NO RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. A DISTANCE OF 4.55 FEETTO A POINT, THENCE PROCEED NORTHEASTERLY 26 FEET LY V_ 3. UNDERGROUND UTILITIES IMPROVEMENTS NOT LOCATED PER THISCDATE- /� MORE OR LESS, TO THE POINT OR PLACE OF BEGINNING (NOT To SCALE) BY GRAPHIC PLOTTING ONLY,. THIS PROPERTY IS SURVEY. / o*� FOR .. . IN ZONE X OF THE FLOOD INSURANCE RATE MAP, 4. R/W ='RIGHT-OF-WAY ..w "OI.N r St,LUCIeC0U0 Health Unit COMMUNITY PANEL NO. 12111CO280-F, WHICH 5. --x-- = CHAIN LINK FENCE «r: 131V1i J;d PORT ST. LUCIE MOVING AND STORAGE BEARS AN ,EFFECTIVE DATE OF AUGUST D AREA. 6. ro,= POWER POLE; --OE-- = OVERHEAD ELECTRICAL WIRES Environmental Health AND IS NOT F A SPECIAL FLOOD HAZARD AREA I Ti°`:EflD W 7. EL =ELEVATION; FIFE FINISH FLOOR ELEVATION SitePlanA roved ForConsttudon 2 0 eulLwmc CORNER EXTENDS I FOR MORE (INFORMATION CONCERNING FLOOD C, � >LrA9�^ OVER LINE BY 20( DATA CONTACT THE NATIONAL FLOOD INSURANCE B. ELEVATIONS SHOWN THUS x 15.98' ARE BASED ON NGVD'29 PP DATUM. BENCH MARK -BOAT SPIKE AT CENTERLINE OLEANDER AND Y �F BUILDING WALL EXTENDS I PROGRAM AT 1-800-638-6620. ' $UPerCedeS All Previous Stte Plans FOr '. �' T'W ' OVER LINE BY 0.9'. URLICH, ELEVATION 15.52'. •� STATEMENT(( OF NCROA .uMFNrc - 9. LEGAL DESCRIPTION. SHOWN AS PROVIDED BY CLIENT. n .8F OSDS# l ; NORTH PROPERTY LINE i THE BUILDING. AND ROOF OVERHANG ENCROACH 10, THIS SURVEY PERFORMED WITHOUT BENEFIT OF TITLE. NO HEVIBWerO EASEMENTS PROVIDED TO SURVEYOR FOR THIS SURVEY , .N if-,- OR CERTIFICATION: E-1 - ONTO SUBJECT PROPERTY AS SHOWN IN THE I EXISTING SEPTIC TANK PVC DRAIN PIPE LOCATED - (1.+'ILL ,„MADE BUILDING DETAIL 'A'. r "'"" ';• �. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION EXTENDS OVER LINE BY 4'i. FINDER GROUND ON i SUBJECT PROPERTY OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF j 1.5' WIDE ROOF OVE �1_a• w¢_ 1 ` I ,E. ROOF OVER THERE lS AN UNDERGROUND DRAIN PIPE MY. KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS j HANG EXTENDS OVER LINE O 2 LOCATED JUST. SOUTH OF THE NORTH. PROPERTY - OR OMISSIONS OF SAID: DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS NG x HAEXTENDS OVER LINE O LINE AS. SHOWN, THE GRAPHICLOCATION � -K FURNISHED. I FURTHER CERTIFY THATTHISSURVEY:MEETS THEMINIMUM TECHNICAL^, a STANDARDS SET FORTH UNDER RULE 61G17-6- F.A.C. BY THE'FLORIDA BOARD OFBETWEEN TWE OPEN DRAIN AND 1HE INVERT IS AU ...'. r Ve+^ : \ f�' , N.- ., SURVEYORS AND MAPPERS. SHOWN ON YAPPROXIMATELY. ` r+� «. r _ PAUL WELGI# 1N11;. > Mechanicel•ElecMcel,cwnEngineering CHRISTIAN FENEX 0 PIROFESSIONAL SURVEYOR AND MAPPER 1984 S.W. Biltmore St. Phone 1850 PALM BEACH ROAD, STUART, FL. Suite4 (551)785-9888 P.O. BOX 2533, PALM CITY, FL. 34991 }a I Port St. Lucie, FL 34984 Fax (561) 705-9933 561 283-2977 561 283-2979 fax I. ULRICH ROAD R/W J; . 11 i I1 So de' GZ 1.2L I � 71 �I 7 TI Yl � YI � �1 i}� •27 :ESj � (?-�. b° "i d197d.i+Pldi 13Y 331d4 135 3c 137 38 Li9 � - �" "1\ _ A:I ..I Bd '71 Je Li=1..: •. I'• Jd l4i rao' 00, ;41. W* I -ili.G4' 331.64' G, 1 � � >P l_J 331.45' 2L i.15 ' PRO AEC i 14 _ I east S89'S2'34"E 616.48 U5, WffLIL FauNO 3/6' 47' R/W IRON ROD FOUND 3/8' IRON ROD I. n I , 8D. Ii s east NORTH 100' OF THE SOUTH 250 aY1� p IL.St THE SE1/4 OF THE Sli1/4 OF HE NWi/4, LESS EASTERLY 47' I III I GRAPHIC SCALE cA Izf'1Sfi � 1" 30 `n o c ist o I IN o _ O BOAT AND RV STORAGE y. D ASPHALT O . e{1i 1. [. P14 I ,`, y V) W BF. NCH MARK Z _. Urd FP. f. - - +Rryj,-,fOWEftef-Ist COS pflal LIS§ BUILDING BOX EL:15.05' S10RAGE BENCH MARK I BUILDING FILE - 14.8' r IN PALM In FTE 15.2' .. INVERT �q EL.-1493' SEE Dt�T4vL 'A' ASPHALT PARKING LOT 100 ROOF OVERHANG NOT SHOWN OR LOCATED 4' S89'S2'34" 3:30r 47. D1)' ► w.o' 2n I I p SITE DATA WNO 3/B• + r n :. r S 2_6 ti.. l IN ) ! IRONROD o ,3> ti • 6 e, s f S89'S2 34 E 527.35 + o r t ND 3/6 4' DRAIN„„� 2 m. ItQN,ROOy'4 I 12.3' l PIPE TOP K INVERT (n I N00'0T39"E ovlNc s STORAGE 1 --ye --- - - EL:-1a.6 - - - - - I -` -lz� 6' O I C , OWNER y +0.8' y6 1= to/ 153' t} 55 19' S n j of C A!; ZONING ................. PSL M + .6 N 80'11 51 E I r1`LAND USE ...........:...... coNN r ---2••840L = - ; co z SITE AREA .................. 92347 SF or 2.12 Ac �� p• / _ �,.� b. j 1 iGa zF vrmrn4Yald .H Iwo + C IA W > BLDGS ....... 14560 sr or 15.77 % W Tr ` w n PARKING ..... .... . 13882 SF or 15.03 % WALKS ....... ,. 400 SF or 0.43 % t r y M I hl I w N S E e a _ o oRr z y. ) TOTAL IMPERVIOUS ......1..:. 28842 SF or 31.32 % O i 122�0'�F` Ir' MAX. HT. N«I v ILoogal I Su z rcIc p O v ti 1 f I o m m LZ ( TOTAL PERVIOUS ............. 63505 SF or 68.77 $ o� ti 60 FF EL '1 .�. YT: l2 0. ge {lC to hk ,�` I- � 0 +If),1�. /: : d ,.y v J�,2 91NN- O I N c -..:1 -I .1 C. 3- lj ISO 4F � I z PARKING: l G T InI o �� , N �.� t. PORTION 10-36-40 IJ 1 ©P t L A t, I: A o.96 A 4 // , + 7 ? N �� be 7 r� y I n I I 16680 SF / 1000 ............ 17 SPACES REQUIRED (NOT INCLUDED) p3 I I ; + ( oc v I I o SPACES PROVIDED ............ 21 SPACES tM f ,5 > a I flC SPACES .................. 1 HC SPACE k m tM I I o Ao,l I o -L�-fir I > .P� `� �Y O - I a T- 12RIVtlW,&q•.. Z- •--,-.� v '` LT41 FKoln [yL c(,v (tv 2�. NL �} I > I c., 0 1-I .,� >. PB{* rs Cd'Pl,. .« e ASI'IIT•LT I�AV11461 I I s rnN I n MAI-F y a _. llllll L9P 5 i2 S6}rsbl ` Ias ? v .: y i ,^ / e I a BETE HEAD I I NOTE: THERE ARE NO DRIVEWAYS OTHER + to I IID WALL NTH CULVERT f ( ) I _ THAN THOSE SHOWN ON PLAN WITHIN 660 FT - 14 DRA I FI pG E R B 1 E 61 T 10} I A pA LJ= ` ��- �- - - INVERT - IN DIRECTIONS FROM SITE. -= -,,- _ = �� , e.s' BOTH FOUND 3+/8" --""------- .� -- _. -_.SWaIC _ .-- L. `'!-_•,�ZZL OYE Off AtT�+I Wll) �IN FIT _.._..V. RON Roo ,i`' - ,,1e. ` S89'52'34 E 616.92' .�'t'$ --.`_. - + - 47.00' 1 7 19 � SOUTH LINE NORTHWEST QUARTER 10-30-40 FOUND 5/8' °L'1 I .jti ,g99 EXISTING DITCH - C / IRON ROD 00 cbWtvbl III I StvrWiW ra PORTION 10-36-40 47 R/W .(NOT -INCLUDED) 8oUNDARY AND TOPOGRAPHIC SURVtY , 1201 ItoIA) THE SOUTH 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF - THE NORTHWEST QUARTER, LESS THE EAST. 47 FEET .IN SECTION 10,TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA A G E CIF rt1 L� 7 t LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: START AT THE SOUTHEAST L E L' ry L A 14 CORNER OF THE NORTH 100 FEET. OF THE SOUTH 250 FEET OF THE SOUTHEAST „9 QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE c 0 €>:`"�; m " ,qm + ' J `"' EASTERLY 47 FEET, IN SECTION. 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST; THENCE t' • F °? PROCEED WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST r "1 A'',�:,. ` J : QUARTER OF .THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 1 T SURVEYOR'S NOTES: 63.3 FEET. TO THE POINT OF PLACE OF BEGINNING; THENCE CONTINUE WESTERLY ON A ACCESS STATEMEN LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST QUARTER OF THE o 'TO1. BEARINGS REFER 70 RIGHT OF WAY MAP pga0t-(t0) 205. : ',,, ° `h' ' �', .,;i;�' SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 26 FEET TO A. U. Q ENTRANCE WA SUBJECT PROPERTY I THROUGH A BEARING BASE IS THE WEST. R/W LINE OF US,¢7. �" '° `' � `'��� b • r��, POINT; THENCE PROCEED SOUTHERLY ON ALINE PARALLEL TO THE WEST LINE OF THE - DIRTDRIVEWAY.. DIRECTLYFROMUSkI. `r' 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR �I, ,;` � `i'�° SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER w W BUILDING DETAIL 'A' FLOOD ZONE NO RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. A DISTANCE OF 4.55 FEETTO A POINT, THENCE PROCEED NORTHEASTERLY 26 FEET LY V_ 3. UNDERGROUND UTILITIES IMPROVEMENTS NOT LOCATED PER THISCDATE- /� MORE OR LESS, TO THE POINT OR PLACE OF BEGINNING (NOT To SCALE) BY GRAPHIC PLOTTING ONLY,. THIS PROPERTY IS SURVEY. / o*� FOR .. . IN ZONE X OF THE FLOOD INSURANCE RATE MAP, 4. R/W ='RIGHT-OF-WAY ..w "OI.N r St,LUCIeC0U0 Health Unit COMMUNITY PANEL NO. 12111CO280-F, WHICH 5. --x-- = CHAIN LINK FENCE «r: 131V1i J;d PORT ST. LUCIE MOVING AND STORAGE BEARS AN ,EFFECTIVE DATE OF AUGUST D AREA. 6. ro,= POWER POLE; --OE-- = OVERHEAD ELECTRICAL WIRES Environmental Health AND IS NOT F A SPECIAL FLOOD HAZARD AREA I Ti°`:EflD W 7. EL =ELEVATION; FIFE FINISH FLOOR ELEVATION SitePlanA roved ForConsttudon 2 0 eulLwmc CORNER EXTENDS I FOR MORE (INFORMATION CONCERNING FLOOD C, � >LrA9�^ OVER LINE BY 20( DATA CONTACT THE NATIONAL FLOOD INSURANCE B. ELEVATIONS SHOWN THUS x 15.98' ARE BASED ON NGVD'29 PP DATUM. BENCH MARK -BOAT SPIKE AT CENTERLINE OLEANDER AND Y �F BUILDING WALL EXTENDS I PROGRAM AT 1-800-638-6620. ' $UPerCedeS All Previous Stte Plans FOr '. �' T'W ' OVER LINE BY 0.9'. URLICH, ELEVATION 15.52'. •� STATEMENT(( OF NCROA .uMFNrc - 9. LEGAL DESCRIPTION. SHOWN AS PROVIDED BY CLIENT. n .8F OSDS# l ; NORTH PROPERTY LINE i THE BUILDING. AND ROOF OVERHANG ENCROACH 10, THIS SURVEY PERFORMED WITHOUT BENEFIT OF TITLE. NO HEVIBWerO EASEMENTS PROVIDED TO SURVEYOR FOR THIS SURVEY , .N if-,- OR CERTIFICATION: E-1 - ONTO SUBJECT PROPERTY AS SHOWN IN THE I EXISTING SEPTIC TANK PVC DRAIN PIPE LOCATED - (1.+'ILL ,„MADE BUILDING DETAIL 'A'. r "'"" ';• �. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION EXTENDS OVER LINE BY 4'i. FINDER GROUND ON i SUBJECT PROPERTY OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF j 1.5' WIDE ROOF OVE �1_a• w¢_ 1 ` I ,E. ROOF OVER THERE lS AN UNDERGROUND DRAIN PIPE MY. KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS j HANG EXTENDS OVER LINE O 2 LOCATED JUST. SOUTH OF THE NORTH. PROPERTY - OR OMISSIONS OF SAID: DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS NG x HAEXTENDS OVER LINE O LINE AS. SHOWN, THE GRAPHICLOCATION � -K FURNISHED. I FURTHER CERTIFY THATTHISSURVEY:MEETS THEMINIMUM TECHNICAL^, a STANDARDS SET FORTH UNDER RULE 61G17-6- F.A.C. BY THE'FLORIDA BOARD OFBETWEEN TWE OPEN DRAIN AND 1HE INVERT IS AU ...'. r Ve+^ : \ f�' , N.- ., SURVEYORS AND MAPPERS. SHOWN ON YAPPROXIMATELY. ` r+� «. r _ PAUL WELGI# 1N11;. > Mechanicel•ElecMcel,cwnEngineering CHRISTIAN FENEX 0 PIROFESSIONAL SURVEYOR AND MAPPER 1984 S.W. Biltmore St. Phone 1850 PALM BEACH ROAD, STUART, FL. Suite4 (551)785-9888 P.O. BOX 2533, PALM CITY, FL. 34991 }a I Port St. Lucie, FL 34984 Fax (561) 705-9933 561 283-2977 561 283-2979 fax I. _ I east S89'S2'34"E 616.48 U5, WffLIL FauNO 3/6' 47' R/W IRON ROD FOUND 3/8' IRON ROD I. n I , 8D. Ii s east NORTH 100' OF THE SOUTH 250 aY1� p IL.St THE SE1/4 OF THE Sli1/4 OF HE NWi/4, LESS EASTERLY 47' I III I GRAPHIC SCALE cA Izf'1Sfi � 1" 30 `n o c ist o I IN o _ O BOAT AND RV STORAGE y. D ASPHALT O . e{1i 1. [. P14 I ,`, y V) W BF. NCH MARK Z _. Urd FP. f. - - +Rryj,-,fOWEftef-Ist COS pflal LIS§ BUILDING BOX EL:15.05' S10RAGE BENCH MARK I BUILDING FILE - 14.8' r IN PALM In FTE 15.2' .. INVERT �q EL.-1493' SEE Dt�T4vL 'A' ASPHALT PARKING LOT 100 ROOF OVERHANG NOT SHOWN OR LOCATED 4' S89'S2'34" 3:30r 47. D1)' ► w.o' 2n I I p SITE DATA WNO 3/B• + r n :. r S 2_6 ti.. l IN ) ! IRONROD o ,3> ti • 6 e, s f S89'S2 34 E 527.35 + o r t ND 3/6 4' DRAIN„„� 2 m. ItQN,ROOy'4 I 12.3' l PIPE TOP K INVERT (n I N00'0T39"E ovlNc s STORAGE 1 --ye --- - - EL:-1a.6 - - - - - I -` -lz� 6' O I C , OWNER y +0.8' y6 1= to/ 153' t} 55 19' S n j of C A!; ZONING ................. PSL M + .6 N 80'11 51 E I r1`LAND USE ...........:...... coNN r ---2••840L = - ; co z SITE AREA .................. 92347 SF or 2.12 Ac �� p• / _ �,.� b. j 1 iGa zF vrmrn4Yald .H Iwo + C IA W > BLDGS ....... 14560 sr or 15.77 % W Tr ` w n PARKING ..... .... . 13882 SF or 15.03 % WALKS ....... ,. 400 SF or 0.43 % t r y M I hl I w N S E e a _ o oRr z y. ) TOTAL IMPERVIOUS ......1..:. 28842 SF or 31.32 % O i 122�0'�F` Ir' MAX. HT. N«I v ILoogal I Su z rcIc p O v ti 1 f I o m m LZ ( TOTAL PERVIOUS ............. 63505 SF or 68.77 $ o� ti 60 FF EL '1 .�. YT: l2 0. ge {lC to hk ,�` I- � 0 +If),1�. /: : d ,.y v J�,2 91NN- O I N c -..:1 -I .1 C. 3- lj ISO 4F � I z PARKING: l G T InI o �� , N �.� t. PORTION 10-36-40 IJ 1 ©P t L A t, I: A o.96 A 4 // , + 7 ? N �� be 7 r� y I n I I 16680 SF / 1000 ............ 17 SPACES REQUIRED (NOT INCLUDED) p3 I I ; + ( oc v I I o SPACES PROVIDED ............ 21 SPACES tM f ,5 > a I flC SPACES .................. 1 HC SPACE k m tM I I o Ao,l I o -L�-fir I > .P� `� �Y O - I a T- 12RIVtlW,&q•.. Z- •--,-.� v '` LT41 FKoln [yL c(,v (tv 2�. NL �} I > I c., 0 1-I .,� >. PB{* rs Cd'Pl,. .« e ASI'IIT•LT I�AV11461 I I s rnN I n MAI-F y a _. llllll L9P 5 i2 S6}rsbl ` Ias ? v .: y i ,^ / e I a BETE HEAD I I NOTE: THERE ARE NO DRIVEWAYS OTHER + to I IID WALL NTH CULVERT f ( ) I _ THAN THOSE SHOWN ON PLAN WITHIN 660 FT - 14 DRA I FI pG E R B 1 E 61 T 10} I A pA LJ= ` ��- �- - - INVERT - IN DIRECTIONS FROM SITE. -= -,,- _ = �� , e.s' BOTH FOUND 3+/8" --""------- .� -- _. -_.SWaIC _ .-- L. `'!-_•,�ZZL OYE Off AtT�+I Wll) �IN FIT _.._..V. RON Roo ,i`' - ,,1e. ` S89'52'34 E 616.92' .�'t'$ --.`_. - + - 47.00' 1 7 19 � SOUTH LINE NORTHWEST QUARTER 10-30-40 FOUND 5/8' °L'1 I .jti ,g99 EXISTING DITCH - C / IRON ROD 00 cbWtvbl III I StvrWiW ra PORTION 10-36-40 47 R/W .(NOT -INCLUDED) 8oUNDARY AND TOPOGRAPHIC SURVtY , 1201 ItoIA) THE SOUTH 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF - THE NORTHWEST QUARTER, LESS THE EAST. 47 FEET .IN SECTION 10,TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA A G E CIF rt1 L� 7 t LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: START AT THE SOUTHEAST L E L' ry L A 14 CORNER OF THE NORTH 100 FEET. OF THE SOUTH 250 FEET OF THE SOUTHEAST „9 QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE c 0 €>:`"�; m " ,qm + ' J `"' EASTERLY 47 FEET, IN SECTION. 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST; THENCE t' • F °? PROCEED WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST r "1 A'',�:,. ` J : QUARTER OF .THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 1 T SURVEYOR'S NOTES: 63.3 FEET. TO THE POINT OF PLACE OF BEGINNING; THENCE CONTINUE WESTERLY ON A ACCESS STATEMEN LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST QUARTER OF THE o 'TO1. BEARINGS REFER 70 RIGHT OF WAY MAP pga0t-(t0) 205. : ',,, ° `h' ' �', .,;i;�' SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 26 FEET TO A. U. Q ENTRANCE WA SUBJECT PROPERTY I THROUGH A BEARING BASE IS THE WEST. R/W LINE OF US,¢7. �" '° `' � `'��� b • r��, POINT; THENCE PROCEED SOUTHERLY ON ALINE PARALLEL TO THE WEST LINE OF THE - DIRTDRIVEWAY.. DIRECTLYFROMUSkI. `r' 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR �I, ,;` � `i'�° SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER w W BUILDING DETAIL 'A' FLOOD ZONE NO RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. A DISTANCE OF 4.55 FEETTO A POINT, THENCE PROCEED NORTHEASTERLY 26 FEET LY V_ 3. UNDERGROUND UTILITIES IMPROVEMENTS NOT LOCATED PER THISCDATE- /� MORE OR LESS, TO THE POINT OR PLACE OF BEGINNING (NOT To SCALE) BY GRAPHIC PLOTTING ONLY,. THIS PROPERTY IS SURVEY. / o*� FOR .. . IN ZONE X OF THE FLOOD INSURANCE RATE MAP, 4. R/W ='RIGHT-OF-WAY ..w "OI.N r St,LUCIeC0U0 Health Unit COMMUNITY PANEL NO. 12111CO280-F, WHICH 5. --x-- = CHAIN LINK FENCE «r: 131V1i J;d PORT ST. LUCIE MOVING AND STORAGE BEARS AN ,EFFECTIVE DATE OF AUGUST D AREA. 6. ro,= POWER POLE; --OE-- = OVERHEAD ELECTRICAL WIRES Environmental Health AND IS NOT F A SPECIAL FLOOD HAZARD AREA I Ti°`:EflD W 7. EL =ELEVATION; FIFE FINISH FLOOR ELEVATION SitePlanA roved ForConsttudon 2 0 eulLwmc CORNER EXTENDS I FOR MORE (INFORMATION CONCERNING FLOOD C, � >LrA9�^ OVER LINE BY 20( DATA CONTACT THE NATIONAL FLOOD INSURANCE B. ELEVATIONS SHOWN THUS x 15.98' ARE BASED ON NGVD'29 PP DATUM. BENCH MARK -BOAT SPIKE AT CENTERLINE OLEANDER AND Y �F BUILDING WALL EXTENDS I PROGRAM AT 1-800-638-6620. ' $UPerCedeS All Previous Stte Plans FOr '. �' T'W ' OVER LINE BY 0.9'. URLICH, ELEVATION 15.52'. •� STATEMENT(( OF NCROA .uMFNrc - 9. LEGAL DESCRIPTION. SHOWN AS PROVIDED BY CLIENT. n .8F OSDS# l ; NORTH PROPERTY LINE i THE BUILDING. AND ROOF OVERHANG ENCROACH 10, THIS SURVEY PERFORMED WITHOUT BENEFIT OF TITLE. NO HEVIBWerO EASEMENTS PROVIDED TO SURVEYOR FOR THIS SURVEY , .N if-,- OR CERTIFICATION: E-1 - ONTO SUBJECT PROPERTY AS SHOWN IN THE I EXISTING SEPTIC TANK PVC DRAIN PIPE LOCATED - (1.+'ILL ,„MADE BUILDING DETAIL 'A'. r "'"" ';• �. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION EXTENDS OVER LINE BY 4'i. FINDER GROUND ON i SUBJECT PROPERTY OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF j 1.5' WIDE ROOF OVE �1_a• w¢_ 1 ` I ,E. ROOF OVER THERE lS AN UNDERGROUND DRAIN PIPE MY. KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS j HANG EXTENDS OVER LINE O 2 LOCATED JUST. SOUTH OF THE NORTH. PROPERTY - OR OMISSIONS OF SAID: DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS NG x HAEXTENDS OVER LINE O LINE AS. SHOWN, THE GRAPHICLOCATION � -K FURNISHED. I FURTHER CERTIFY THATTHISSURVEY:MEETS THEMINIMUM TECHNICAL^, a STANDARDS SET FORTH UNDER RULE 61G17-6- F.A.C. BY THE'FLORIDA BOARD OFBETWEEN TWE OPEN DRAIN AND 1HE INVERT IS AU ...'. r Ve+^ : \ f�' , N.- ., SURVEYORS AND MAPPERS. SHOWN ON YAPPROXIMATELY. ` r+� «. r _ PAUL WELGI# 1N11;. > Mechanicel•ElecMcel,cwnEngineering CHRISTIAN FENEX 0 PIROFESSIONAL SURVEYOR AND MAPPER 1984 S.W. Biltmore St. Phone 1850 PALM BEACH ROAD, STUART, FL. Suite4 (551)785-9888 P.O. BOX 2533, PALM CITY, FL. 34991 }a I Port St. Lucie, FL 34984 Fax (561) 705-9933 561 283-2977 561 283-2979 fax I. WIM r , � P �y q M yy Y � F;RM1 F d s3 a. im r7 W3 ,I �f Y .: F •�1�$ .1l �f 1 s 1 l V 1 � { I I� I Y r k I r , , F CUSTOMER RESPONSIBILITIES: II! cal ilS 10'5"8 10'2"6 I ------------------------- --- ..9- .60dOi ISO '9N8 doll 839031 -____- ': ... __ ____ __.. ---- T ee -- N (L o X `- , (9 N S SNl1 (NJ1 CNa (Nf1 SII fD N Ca [Nil ____ __= ib 1--In Ill In Loll Loll to Loll lfl L() lP In' In Lfl to L(I III lY7 tf7 III IfJ In In III In Ifl N Ifl Itl In LI7 Ifl Ifl (I'I n N tr- 'u_ 1- r h- � I---f- r r r 1- r r r 1- r � r r 1- r r r r I- w w W LL w W W i.0 w w w Lu w Lu Lu li w w W Lu w w w w w w w w w w kL w W W w LL w w w w Lu w w W w Lu w NO BACKCHARGES ',TILL B.- The design speoir'loation and installation of allupllFt connectors. Hangers supplied SHEET by S.L.T.C. are deslppnod For gravity loade Only. Additional strapping. may be required to 90 fFy the uplift connection. O All truss to be0mf Truss to wall, beam to wall, beam to post connections and any specialty hangQiers not normal)y stocked by S.L.T.C. F 2 The pwrohase and Installationof anypermanent braoing required by the truss design and/or the engineer op record and7orthe building department To:. provide a suitable Flat unobstruoted area to unload trusses and to provide � To, and egress to such an area. O To erect all trues comonentsin accordance with the Truss Plots Institute publication 2 91 and to ®ask proPeselonal help and advice an any questions prior to the �[ erection of thCD e trussed components. B Iso Iaimers J Oa not out on alter any truss without consultfnp a designer at S.L.T.C. First. Any party who 0:� w cuts or damages a truss shall be resposlble Far the cost of the required englneering � a--�i design and repair of the truss. .J J J -1 C- yNo book charges will be accepted unless approved in writing by an officer of S.L.T.C. Z Z IQ. J o J Q.♦- a Failure to seek the resolution or a problem until aFter the rooF Is shingled or the drwall J.(, (, U U Q is Installed shall constitute acceptance or the problem by the ouetomer and the cueOmer LL �F- m mr�.i shall bear total Pinanolal responelb b Ifty. to resolve the problem. Q For any oonrllot between this setting pion and the Individual engineered drawings, the H individual engineered drawing will take precedence. I Some dropped seff'lte may be shipped loose to ovoid breakage. Installation remains the W CjJ. rseponelblllty or the oarpenter. Rarer to the Individual engineering sheste Far Installation Q fnsYYruotlone. Ld r--I G-- :. III Of O i1 U J RESPONSIBILITIES OF THE BUILDING DESIGNER: ALL w o OJJJ—Izm" TO PROVIDE A BRACING PLAN FOR THE STRUCTURAL INDEPENDENT z cn 0 —10 -jo I- ci - _____ OF THE INDIVIDUAL TRUSS BRACING REQUIREMENTS. BRACING 3 W Flo o B' i REQUIRED BY THE INDIVIDUAL TRUSS COMPONENTS IS TO OVERCOME o ~ ~ m m ~ r BENDING ON SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR B R LEGEND RE QUIREMENTS AND SHOULD NOT BE CONFUSED WITH THE BRACING CD THE BUILDING STRUCTURE. CD tTI HANGER NOTE: SLTC FURNISHES ALL STANDARD TRUSS O TO TRUSS CONECTIONS ONLY. UNLESS OTHERWISE STATED ALL TRUSS TO TRUSS CONNECTIONS ARE HUS26 HANGERS AND SUR/1-26 FOR ALL CORNER SET'S IW- 1 7' AND GREATER. SEE LAYOUT .FOR rS Q ANY. OTHER CRITERIA. ❑ ❑ j U = HANGERS SEE HANGER "KEY" FOR OTHERS 1 I I I j10.'..-6" BRG... L________________ __ _________1 07 ACCEPTED WITHOUT PRIOR APPROVAL FRON W CIT i- F- IT- _ 0 (D _. rl >- Ld -- x J D W W 0 LLJ _ ¢ Ld J CD Q Ld C:j ut Z Ld Wm (i o J � r n 3 H _ 0 0 z. _ 3 Ld > H zLij 0 .. : OL U 0 z 0- a r z � Ld J , W 3 � U ❑ --� o 3 H N H L) Z C] H IJ_ M H r.0 S Z z O H H U H 0 Z W -I H Ld CD°'� w m Z h--i 0 ~ or)CIO m z t'+ O Z W ❑ J LLI - Q iz a C7 114 CEO rr 0- �. HZ W 0 p w= a) 11 OL of LLJ b W> K Q¢ >O So L.ToC. V N m I 01 Cr i'J C7 � Z Q \ N W � C11 i � � m r ❑ W W z o H L LI Z LD 3 H L-j CT a Cn CL O _J lM _ O Ln Lo U 0M z Ifl Lf� C L 0 X rrn O Cr a LL J UI\ - cn � L-L C- — M M cl Cn M I O OLn �I CO M L O Q� In lJ J T � -C 1 EL Cr IY ' rwn w W ❑ w J o O o w O W fY J D O coLU U z ° ° 'O LLI f-r J w z W ',.L.1L Cn W.. Ly rrnn U LL o c� W 'a' Z w ❑ w 0 z 0 =1 CIa_0lzU Q O z JOB # o ' Z U H J 011410 H w M o c„ h N N v ssna1 NI ..8 0399niS 38IJ 1S3d 3Hl Tr y r3 Er0 U-j 09A Ln Cc.t Er 8iA srE sr 9EA Lr3 —LL Lr Lr Lr3 hzA Lr Lr3 zTA w CD �� HLr3 LL Lr O 1 HLr3 z Lr HLr3 Lr HLr3 !. Lr ---- ---- — -- ---- ---- ---- ---- ---- ---- - HLra zr Ff3 sr� HLr3 Erg Lr3 r3 0, ¢ ¢ m --+ ¢ m --+ ¢ m -+ ¢ ca --+ ¢ ro -+ ¢ o -+ ¢ m -+ ¢ o N ¢ N ¢ N N ¢ m N Q rr� U s Er srE srE Erg Erg Erg rr0 H N r l c� U N s n n ¢ oa ¢ m ¢ m ¢ - m ¢ m ¢ m ¢ m ¢ m ¢ O ¢ .-, ¢ N ¢ (Tl ¢ x ¢ In ¢ W ¢ m t\ cu w Try -, (� t\ w w n w w N w w n w n w n w N w N w N w n w In r� m Try I 1 -- 1 24" PLUMB CUT CANT. 2X4 TOP& BOTTOM CHORD 3 v NO BACKCHARGES W;L_ v BE ACCEPTED WITHOUT �I �1 3' vv ,may 1 v vv 1 �y PRIOR APPROVAL CUSTOMER RESPONSIBILITIES SHEET The design specirloction and Installation of oll upl(Ft. connectors. Hangers supplied by.S.L.T.C. an% designed for gravity loads only. Additional strapping may. be. to requl red sgflf the uplift connection. All truss to beQAV muss to wall, boom to- wails beam to connections and any 0 F 2 poet specialty hangg®Ps not normally stocked by S.L.T.C. The .purchase ancliYnetallatlon of any permanent bracing: required by the trues design and/or the engineer. of record and7ar the building department - To. provide a suYtabla Flat unobstructed area to unload trusses and to provide access and agrees to such on area. To Great all trues oamonents to accordance with the Truss Plate Institutes. publication 0 HIB-9I and to seek professional help and advice on any questions prior to the erection of the trussed components.. = O J Dlsololmere E Do not out or alter any truss without consulting a designer at S.L.T. C. first. Any party who damages B "„ J w cute or a truss shall be resposlble for the cast of the required engineering design — m 0W �'^-1 J J J (m' and repair of the trues. No bookchargeswill be accepted unless approved in Pwriting by an oPficsr of S.L.T.C. '� O J 0 J 0 F- o' Failure to seek the resolution of a problem untll after .the raoF Is shingled or the dryywall _J r)U u c) CD 0. Is Installed shall oonetltute acceptance of the problem by the customer and the ouetomer �. Fl— m 07 H- -1. shall bear total finanoial responsibility to resolve the problem. - .For any oonFllot between this setting plan and the Individual. engineered drawings, the ry InciTvldual engineered drawing wilt take precedence. Some dropped 'w cn soffits may be shipped loose to ovoid breakage. Inetoliatlon remains the responelbility of the carpenter. Rater to the Individual engineering sheets far Installation O C] .. II Instructions. LLJ P7 w o c� m CD 0- x ���11ii11 (f7 _j RESPONSIBILITIES OF THE BUILDING DESIGNER: LL •• •• •• •• w O r-1 O --A TO PROVIDE A BRACING PLAN FOR THE STRUCTURAL INDEPENDENT z o J o J o --- OF THE INDIVIDUAL TRUSS BRACING REQUIREMENTS.BRACING 3 LOUO~ `- U 0rJ O m m ~ s REQUIRED BY THE INDIVIDUAL TRUSS COMPONENTS IS TO OVERCOME o BENDING ON SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING 0 REQUIREMENTS OF THE BUILDING STRUCTURE. HANGER NOTE: CD --1 SLTC FURNISHES ALL STANDARD TRUSS -- - TO TRUSS CONECTIONS ONLY. ' UNLESS OTHERWISE STATED ALL .. .. TRUSS TOTRUSSCONNECTIONS ARE HUS26 HANGERS AND SUR/1-213 FOR ALL CORNER SET'S IW- 7' AND GREATER. SEE. LAYOUT FOR ¢ (L ANY OTHER CRITERIA. 0 0 U - HANGERS " SEE HANGER "KEY" FOR OTHERS M L_r) LO J Q LC o � tL O LL O� r� CC I— z H W I—i W F- cr CD z LL Q co i—I I—i 01 w z � o x NI w J \I � N1 0 0 r- O••� Mm 0 WM M Ld H CD Ld Q 0 '--i (M m: zr ui CIl O CE —I L M O L n Ln cry U z �J-)M U NCO O 0 LL _x C LL a — � j M Z W D O a� � ID-'' ' m m Ul M . I ^ I.dM O O ° cc LLI Ln +- H CE } w ~ 0 n L Ld w w _ O y W _ O r. !— J w / I rn V Q u T z z w 0- (fa O W = r Cr o J _ ¢ Cr IL = C� 3 H a z O O H 3 o z > W H z U � ` a� > CL U OH. Z W O (.0¢a C- 0 0-1 O Y z x - a w -j E L) a Q 3 J z0 Q U ❑LU -i I ¢ �. U :D U ( n C- J c) zo H w LL] Q� M H F- r (n ¢ H o H LJ J 0 z o w Ld IT H U 0 Z w -1 H z Cn w r m E LLI ' m z l- o o cn o ci m U Ff— J • • rrl Co H O ZO w-A 0 (n CD V/ —) Ld� z 0 � O N 1-10 Uz 3 Or OrU o H C_) 11- 3 0 O z O C3 JOB # XW � z El Z U' J N m H cn w o 1�) 10' 2 "6 I•— L i L 'dA1 -9- .80dO11S0 '0218 -Z/T d01 Z .OT0 839031 -- m— m m m N N T9d N ------- — m 3 N N N N N N N 1 I X C U Ln N x' 4 S 4 � 4 T 4 4 S 4 S S -. -. -. r -� .r �. .� ..r -.2.1 L. -' -� ID Ln Lo ILD 0 L0 Lf3 lf3 In L0 If3 lf1 lf1 Ifl 117 If7 lfl U7 In r fn r � r F- r r r r r (T7 Lf3 Lf3 Ln Lf) Lf3 r LO r _0 r If) r U3 r f— I— r r r r r r _0 r r r r r r r r F_Lf) r LL F- r LL r LL r LL r F1 LL r LL LL LL L3_ LL LL LL r LL LL LL r LL LL LL LL LL LL LL Li LL. LL LL LL LL LL I.L LL Li Li LL LL Li LL LL LL LL LL LL LL U- LL LL LL s ! F I 1 I L Q3 N 3.8" TRUSS STRAPPING SCHEDULE COMPANY: JOB: PORT ST. LUCIE ROVING .AND STORAGE MODEL: --------- ----- ...-- -----------------^--a------------------------------------- TRUSS 9 STRAP TYPE u tBFR OF STRAPS @ EA. BEARING $ OF NAILS & TRUSS TRUSS UPLIFT SIZE OF NAILS ------------------------ ^.------------------------------------ A1 BETA 20/1490# PROVIDE (1) STRAP @ 1ST BEARING 12 - 10d Al HETA 20/1490# PROVIDE (3) STRAPS @ 2ND BEARING 12 - 10d HANGER BY TRUSS COMPANY @ 3RD BEARING ----^------ A2-A5 ------------•------------------------------------------------------------------- BETA 20/14900 PROVIDE (1) STRAP @ 1ST & 2ND BEAR 12 - 10d A2-A5 HANGER BY TRUSS COMPANY @ 3RD BEARING ----------------- A6-A23 HETA 20/14901 --- PROVIDE ---------- (1) --------- STRAP @ EACH BEARING 12 ----------------- 10d A6-A23 --------------------- KING HETA 20/1490p PROVIDE (1) ---------- STRAP @ 1ST BLARING -------------------------- 12 - 10d KING JACKS MTS 16/1000/ - PROVIDE (1) STRAP @ 2ND BLARING 14 - 10d JACKS -------------------------------------------------- --------------------------------------- HIP HETA 20/14901 PROVIDE (1) STRAP @ 1ST BLARING 12- 10d HIP JACKS 2ND BEARING NAILED PER TRUSS COMPANYS SPECS- JACKS VALLEY MTS 16/1000$ PROVIDE (1) ------------------------- STRAP @ EACH END 14 - 10d VALLEY TRUSSES ------------------- -------- TRUSSES - ------------------^------------------- VALLEY V60 SHALL HAVE (1) STRAP @ EACH END AND @ MIDDLE VALLEY TRUSS WITH HTS 16 TRUSS FLOOR TRUSSES INTERIOR BEARING WALL FLOOR TRUSSES SHALL HAVE MTS 16 W/14-10d NAILS @ WALL AND FASTENED PER SECTION AT EXTERIOR WALL 2X12 JOISTS SHALL HAVE (1) HETA 20 W/ 12-10d NAILS @ 1ST & 2ND BEARING LOS 210 HANGER W/ 12 - 10d @ 3RD BEARING --- ----------------------------------------------------------------- ALL OTHER FLOOR TRUSSES SHALL BE FASTENED PER TYPICAL CROSS SECTION 13AUL WELCH INC. Mechanical • Electrical • Uvil Engineering 1984 SW Uiltmore St Phone Suite 114 (561) 785-9888 Port St Lucie, Florida 34984 Fax (561) 785 - 9933 �I J U� {'�(r Lv In V / tw mw , 4 0 �, `,� 1- ---- 3100 w .......... ........... I'll ---- ------------------ Q 0 X Z, Ln LIJ TICIN 40T OKLUOED) Z 4 R", Tqggg1r1,1 41 , VAT, '4- t FOUNID 318' IXT*q m .. .... 1, Iry '4 001, 3 Vd- 114 11 1 147i iZ r r i4, tC �4�i 4 1 t-' A"4A5 A," '1,4 Z, T�BTw R-2 "I' iw- , f'?,v, pg A NDS T El 'I 1vj"vTr Do' N" Poopom UNIE 7 M Pvc OmAkA W SUINJEcr LiV WAX ROM OVER HANK EfEW; O%WfP NORTH 100* OF THE SOUTH 250' OF THE SEI/4 OF THE SE1//4A OF W_ "A 1 I , , �2� r,, - I _,,%, � , THE NVn/*. LESS EASTERLY 47' L6 SIP M"11K 7W A 7 Rv? EL-14L9S TA!, 89" -5-2-' �'34�E -5.3.30'- �_J 0 m vz=il `7 > m `C q� IP":� 6 4 > > k74 Ul � WRI w, 0 SOUTH LINE NORTHWEST QUARTER 10-36-, A� 7 �P K�X'4,�, 1AW1 2W MEW , , - 1 ik-!�T , �i � � � '1i � , � � i ' � I'L,r -1, , ', ' ' �11 o� 'i� - , - , � —C m n4ynt" K_� Inv 4-: OS NOTES T OF WAY M (110) 20& 1 BEARINGS REFER TO RIGH 41 ENTRANCE TO SUBJECT PROPERTY IS THIR HEARING BASE IS THE WEST R/W UNE OF RT DRIVEWAY DIRECTLY FROM US#I. 2, THE LANDS SH004 HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS. EASEMENTS. OR OTHER ENCUMBRANCES. W� 3. UNDERGROUND U11UM,/)4PROVEMENn_ . PER IN BY GRAPHIC PLOTTING ONLY, THIS PRO SUR V IN ZONE X OF THE FLOOD INSURANCE kATE M A, !N*= RIGHT 4. A COMMUNITY PANEL NO. 12111CO280-F, 5. SEARS AN EFFECTIVE DATE OF AUGUSI I% I S. M, - POWER P 10, AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. 7, EL . ELEVATION; FOR MORE INFORMATION CONCERNING TnoNs SHOWN THUS 1-111, 4� " , " 8. ELEVA RAN A"q r DATA CONTACT THE NATIONAL FLOOD IN CE DATUM, BENCH MARK -BOAT �,j "!ci� ",A"k 00" 11 ON 15 52' PROGRAM AT 1-800-638-6620. P004T OF URLICH, ELEVA CCININAMPAOff 9. LEGAL, DESCRIPTION Si464 It STATEMENT OF ENCROACHMEN t !:i,.1,11� IO.SEI=RVEY PERFOR ED THE BUILDING AND ROOF OVERHANG ENCROACH PROVIDED M M ED ED ED EA I MED ED % MED ED ro In �Tj ONTO SUBJECT PROPERTY AS SHOWN IN 114E I , 13UILDING DETAIL W. Ti mv -Ml THERE IS AN UNDERGROUND UMAIN V2 LOCATED JUST SOUTH OF TH NORTH P LINE AS SHOWN. THE GRAPHIC LOCATION BETWEEN THE OPEN DRAIN AND THE IN T I., xv OF �QM ONLY APPROXIMA py,7n 4 ok I'W SURVEYW- 8/3/99 AWNG COMPLETION DATE: 8/5/ 3,;KI PG:30 Xf--99140.CR5. 99140-2.CR5 bAWING# sectIO-99140i EALE I- - 30' OB # 99140 GRAPHIC SCALE I' 3w NIQ TH OF THE SOUTHEAST QUARTER OF ME SOUTHEAST QUARTER wi THE NORTH ARTIER, LESS THE EAST 47 FEET IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE EAST, ST. LUCIE COUNTY, FLORIDA; AND EXCEPT THE FOLLOWING DESCRIBED PARCEL, START AT ME CORNER OF THE NORTH 100 FEET OF THE SOUTH 250 FEET OF THE SOUTH QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE EASTERLY 47 FEET, IN SECTION 10. TOWNSHIP 36 SOUTH, RANGE 40 EAST. THENCE,,� PROCEED WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF TIHE SAID S QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTA 63.3 FEET TO THE POINT OF PLACE OF BEGINNING; THENCE CONTINUE VCSTERLY LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 26 FEET TO A POINT. THENCE PROCEED SOUTHERLY ON A LINE PARALLEL TO THE WEST LINE OF T7HE SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 4.55 7 A POINT; THENCE PIR NORTHEASTERLY 26 FEET MORE OR LESS, TO —CE OF tJL(;lr4NtN FOR PORT ST. WCIE MOVING AND SIORAIGE ONE&. CERTIFICA11 I HEREBY CERTIFY THAT THE OF A SURVEY DONE UNDER MY KNOWLEDGE AND BELIEF. OR OMISSIONS OF SAID DES4 FURNISHED I FURTHER CU IARDS SLT FO ;YORS AND MZ4f JMLL A CORRECT REIXREM IS S AND CORRECT M THE THE PUBLIC RECORDS MADE FOR NIS OF RECORD NOT SHOWN UN JRVEY MEETS THE MINIMUM TECH ki&�— I&JLOR�UA BOARD 0,4 15 z-; ',Z,,Af QU &k , 41P,� ,f -f A0, f" tn u, e � V;l I'A"n A*'4,,14,, '190 fl, 2, "M, y 5 111, it n. I t lit I III If ti -� I I �n ]I I , - f � : " Ii-� - ,_, 1W I"", 4W" it, If II�t -Or It"V, V a t '4 Cl 4% r) U it i fit I Jl_ol,,,�If 41 reAJ0?,.P 7, "1,,( if It, f� #,� 0' Ian I" ZZ I,- nw - I�44'. I if I! qi� f , -�3� 00 It_ If 11, 7, If _11I II construction to start January 2000 end April 2 , I- 1 111 1 " 'j, , , - I", I -� 4fr,,,, A M4 fi� , 1_ ? I L Ift , iii, : �I I I I III - - "N �, a sewer ... on site septic system i,W 411 %5"OR A, I, Water ... on site well Rk "T Im k, M, "0, 41 7 e, I Property Owner ..... Carlos Munoz -Quintana 6 1 Heritage Drive 90 IT Port St. Lucie, FL 34952 25� 13, _1P .mg VWIII'N�"01' j Engineer ........... PAUL WELCH INC. "y eolv. 0&4 1984 SW Biltiore St., Ste 114 M Z Port St. Lucie, FL 34984 %4 H 00 Me'. pl� k. CZ T� f�, �I, Ie%fi Surveyor ........... Christian Fenex fill it " , I ,, P4 A A 14"A id 000 7tgi I I , , I / � ;� I �,-; - III K111111 4 ad AK D R if It- Z 1850 Palm Beach Ro 2 , 11 V CAZ T Stuart, FL 34991 �A_ 17 A41.1 V �� I 'r II,. I , A Utility Provider ... On Site 7- J y, j3� 75 V E6gyATION crN 'r-RX9 Setbacks ........... Hill ReqId Provided "'j; E, ,�I' �K Mr 98, ifl,, e"t AI?,Cri,,i 45c 'i pl, tq".- .. Front ........... 251 6T, II Rear ............ 20' 3141 1 , i4u, DETAILS DUMPSTtR Side ............ 10, 10, f x Ht ............. 60, 30' g,4�r4t,i,, i'g, 11 x Bldg Coverage @ 501 - 46173 SF or 1.06 Ac no HCPD PANKINO Coverage Provided 14560 SF or 15.77% J 7 I� T No fire hydrants within 1001 of project site. 4 1 7 -.7 SIIXI NO V 7277- 150 SP itax with 301 max ht. �4, 'i- 4*1_�, 51" If- it p, I'X % 7 tis fi� Ve see plan Lighting from Bldg Wall Packs i 4 All, X A,ij w�if, S f: IWI A! x, k G" f 1, 1,i L16a Wet ak*�V,20 --t S89*52'34"E 616.48' R/W f'47 .p �'k, FO JND 3/8- J1, ifr; IF III ROD� 4111( t e U"i �RIWMI IRON ROD if" f X111 fI, t tit, I f Z, 14� tr t ORTH 100' OF IHE �iUl J" C F THE SET /4 OF THE SEI/4 OF 0 ti 11 11 1 "1 Z 1,1 "1111 gf w�f � "e'!"OI: "I0 1. 11 1 f_' WI /4, LESS EASTERLY 47' f HE N 0 _V 111��w �Vj f, f, kNVI I I" CA VW9 illeif','-�,, I - ii, , � I, I-- f�, U.1 4 0 tz R kL Ix 0 + e iv, f fii, WR te, BOAT AND RV STORAGE IItl UTIUTY 0 Af, egtst Cos BOX Z EL-15.05' _,,I, It ffil, grill, llo�, t AN FFE - 15.2' A S70RA Too, `XF IEN BUILDING if W INVERT iif IN 1RE 41, SITE DATA 4' ASPHALT PARKING LOT 9i i i, JEL-14,93 ROOF OVERHANG NOT * . �,., s"', if "t, 11 -, , � 11 ii _f "I I SHOVN OR LOCATED If '34"E 5 -V C� , ,;f (4 ,�, II I - ", , I 21.7 11 1 , " _11, I ... ... .... L 7 SW52'34"E -5 Do' 50.0, 30, NO 3/8- AL 2 INVERT Cn fRON ROD OMER ...................... PSL MOVING & S r 0 *4- *07*3 On NOO T TORAGE 71' U-1 AV- 90HING ..................... CG 4 b b 14 N80*11'51"E7`11�`2Cw, LAND USE ................... COHN f � , , `:,�, z, I, " - W, ; s , 1411, i� up r , I I, t.4 k SITE AREA .................. 92347 SF or 2.12 Ac 71 .1,415 -W 1 g J + co BLDGS ...................... 14560 SF or 15.77 % 0 V" C: > 4 Z (n PARKING .................... 13882 SF or 15.03 % WALKS ...................... 400 SF or 0.43 % % Z Z if TOTAL IMPERVIOUS ........... 28842 SF or 31.32 % kj�, > rq C: TOTAL PERVIOUS ............. 63505 SF or 68.77 1 Tl i:J t,l A 4 T 0 Lc, W, t It; f: VW R, FF EL ArD. V) 1q, Jkk 'k�' to PARKING: ii�41(dw �74 0 �tfr" Z*: 'I , 'r 'I, t, f I_ WWI 0 pi� , " , _6 � - 'X f Si� se , I � 1, " " Ivitkf� RI,' 16680 SF 1000 ............ 17 SPACES REQUIRED ow U) "k, ... 21 SPACES + 0 LIJ Xf� ES ... ......... 1 ac SPACE lit 41 7777 ;U 0, I, Al N f > t" Apw, it ;a pq 11 It, 0 U 4A 0 LT(1 Fizoin 0,60A (T�P) R, Al ��kg r�kp 0 A 0 0 V W., 1 M 0 -w Z Nsvi r JUMP, ev- f-t 0 U + Z Se .1 A. _� s6itz, III THERE ARE NO DR + AD MTH CUL THAN THOSE SHOWN ON PLAN WITHIN 660 FT "i", 1,, ii14 ..... I. X Inc,- ;g ITE. H DIRECTIONS FROM S L-J- -rvl (A f IN RT -4 -%, 14,A'144*4 ELIT!ci 10101 IC L__19 - ."U'I � I RETE HE DRIVEWAYS OTHER fE ffl4 all A 'If 7, 1 iift I t, I." If "I )4 t 1 t>. bo 47+00 if i ;:, " it "I III �ftif,' I I`OVNUi' 77777747,l� I;'It 41 ARTLRA ofi��_ ORTHWEST,,QV A SOUTH LINE N lit, x "R IR N ROP,,.� 1022 Z,T ve, FOUND _"" il '' 1 11 " '' 4 EXIST "A Ix, - Mr On, V11 I `4 14, oil % 6 7- R/W f 4, POR 4 TION 10-36-40 N Ise OF- �R 4, OT INCLUDED) ET OF- 11 VV 4, 1 I� 77 MTH NQRTHWEST,'QUART & SS�ITH I if; 1 14S V7.1i iN Lt55 ANU EXCEPT T it ULLOWNG in If M 0 V 1 3 P S L "f, tx DESCRIBED PARCEL: START AT THE SOUTHEAS V`U CORNER OF THE NO 100 FEET OF THE SOU STt S T E QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE &EASTERLY 47 FEET, IN SECT10N 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST; THEN( L -7 '7 7,� ----- - - fA t q t PROCEED WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOLT QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF' 63.3 FEET TO THE POINT OF PLACE OF BEGINNING; THENCE CONTINUE t .... .. LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST QUARTE -t NOTES, 11 t, I", ` Ji , ,, ,, , - , I , f, I III — 11 � 1;I*_.f' I - " % SURVEYOWS R OF THE if 0 26 FEET TO A S S REFER TO RIGHT OF WAY MAP #9401-(110) 205.1 _'f!" OUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 1. HEARING A Nil% ik`,iiiqifzf HUN 1; ACCESS STATEMEN IHIENUE PROCEED SOUTHERLY ON A LINE PARALLEL TO THE WEST LINE OF THE "It t, I, I� If F THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTERw EN R BFARINGiBASE IS THE WEST R/W LINE OF US#1. If T ANCE TO SUBJECT PROPERTY IS THROUGH A f -",-,Z.AIU SOUTHEAST QUARTER 0 If f 411 2 THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR 41 DIRT DRIVEWAY,, DIRECTLY FROM US#I. A DISTANCE i OFI 4 55 FEET STERI Y `)6 rrrT .,f RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES, if MORE tZ 3. UNDERGROUND UTILrnES/IMPROVEMFN ER,THIS FLQOD ZONE N BU TS NOT LOCATED P ILDING DETAIL 'A'%,i iIf TY IS", SURVEY. BY GRAPHIC PLOTTING ONLY, THIS PROPER if", INV] lu sc,,LE) AM. 1"i i, I i IN ZONE X OF THE FLOOD INSURANCE RATE MAP, 1 4 R/W p 4tf :Alf, ��,N I, - ii I, I I - RIGHT-OF-WAY COMMUNITY PANEL NO. 12111CO280-F, WHICH 5 CHAIN LINK FENCE a, GUST 19 1991 )WER POLE; --OE-- = OVERHEAD ELECIRICAL S, BEARS AN EFFECTIVE DATE OF AU -1 E - FINISH FLOOR ELEVATION Irt", , � I I I I - I , AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. 7 EL -EVATION; FFE It B. ELEV FOR MORE INFORMATION CONCERNING FLOOD It BUILDING CORNER EXTENDS t ATIONS SHOWN THUS x 15.98' ARE BASED ON NGV Itt I, 'i 1 11 1 1 1 1 -BOAT SPIKE AT CENTERLINE OLEANE DATA CONTACT THE NATIONAL FLOOD INSURANCE DATUM. BENCH MARK VWK UNIL UT Z.0 VTO PROGRAM AT 1-800-638-6620., BUILDI NG WALL EXTENDS UKLII-H. 1:.LEVATION 15.52'. k OVER LINE BY 0.9'. 9. LEGA DESCRIPTION SHOWN AS PROVIDED BY CLIENT. it, MEN I�, i�i-;I f', 10 THIS STATEMENT OF ENCROAC TS tt SURVEY PERFORMED WITHOUT BENEFIT OF TITLE. NO F1 THE BUILDING AND ROOF OVERHANG ENCROACH TO SURVEYOR FOR THIS SURVEY NORTH PROPERTY LINE HEREB) T I-. 11-SEIIII-1101. �I, ONTO SUBJECT PROPERTY AS SHOWN IN THE , i i: , f, "I - - f Ev �C TTO THEBEST OF BUILDING DETAIL, 41, In., if "'OF, A SURVEY'QO 01, T'i PVC DRAIN PIPE LOCATED EXISTING SEP I MADE FOR ERRORS f( f� ROUND ON ? 'A' NO(UNDE EXTENDS OVER LINE Yi4*,'I-a I f�, f7 1 ' I 1.V II If SUBJECT PROPERTY I't ,�, 7- -g�M, KNM,..E.GETAND.,,BELIE LUUKU NUI SHOWN UNLESS W '041FURTHEFIty 'ERTI EETS THE MINIMUM TECHNICAL THERE IS AN UNDERGROUND DRAIN PIPE , iifi fq VETK 1 4' MDE ROOF OVER 2 LOCATED JUST SOUTH OF THE NORTH PROPERTY, yCERTI .1 li, r'if� I fill (D a jHE F IVA BOARD,,OF,,4 LINE AS SHOWN. THE GRAPHIC LOCATION R110UNDER, 'n BETWEEN THE OPEN DRAIN AND THE INVERT IS cif I,,� HANG E X , TENDS, OVER UNIE HANG EXTENDS OVER LINE f AvAUL WMIRL L 5, > t 'if UN-y , pf — SHOWN ON Y, APPROXIMATELY., I"-y A'It,,i< fly. lif Mechanical Electrical HRIS IIA, 0 ,4 til 1i 4 t�, , ,,4f gg� 1984 S.W. 131itmore SL f, vI, %t , -, I'f, " PA ;V 1850 Phone If, flif, I � � A J. 1 9 )X,, 2533;�M ,q ?4 Suite 114 1)7 Port SIL Lucie, FL 34984 1)7 5- 933 IF TI f, If- ", � f, ", " I'll , - , "0" It Fix IiYik P !if it A, ��,ff Li I , , , , " I 1, iIo, q, it p. & i V f ii, f W tIf, 1,,471 , I i 11i, I'll 11 1 il 11 "1", 4®., "K, i IA f V&X if Ift wi,41 �Y'. Z� ........:... . ;1 _ - ?Fwae. drawin9e are inetrumente 6f service aM. era the -property of the de goer whether the project for which they are prepared be 152'-8 exceculed or not. They shall q1 be used Ior a Scott 11 other proledte, except by wrlfroN agreement. u 29'-4" g 1' 413'-Be le.-6" 9'-10° 26'-4" 26'-0" 25'-0" 25coe 2-&-on 26'_4'1 SrowiLiCattil Design Group _ - ------ All rights .rAaerved ,A - W in v ______—__•_ __•_—__--___ F3 F3 o --IM ------ ------------------- o r r r----- --------1 r r-- r- :fir el 4n -slope a I 1 C-1 1 F1 C-1 j Ft ; C-1 ; Ft j C-1 j F1 ; C-1 ; F1 C-1 ; F1 ; C-1 �] °Pa o - L------------ ---- --- L -Lf 1 I I I 1 1 il. I I i I I 1 A.,. I 1 I__- ____-___- I 1 r-- __ F5.1- 1 F5 L---- J L---- J L---- J `k I ° IU Cal' I I -el 1 1 I I 11 m 1 I I I I I I I 1 I j F 3 I 1 i 1 ;- I 1 o I i i i F2 ; F2 F r v ` n C-3 ; 1 1 • I I I RECESS L. �.. SHWR. 4n h I �♦ 1 I I i Ih x I 1 1 1 1 11 1 11 i -1 J L r 1 �; r T ®1 ! L--- J L—_ J L--- J r--- l r--- �, 1. �--- •'1 1 S-1 ! L-----� r; F3 i i I Ili I I I F2 n i; F2 i i F2 I I I �gi_On I I I I I I I 1- /+ ty 1 11 1 1 1 I I 1 I I I I I I I I o r-1-: L---1- r--1- .L T C- I 16 1 F4 l I F4 I I F4 I I I it TYR. I I I I. I 1 t t 1 I L I I I I 1 1 L___ J L___n r__._1 I 1 I I I i I C-2 1 I I 1 1 I 1 1 I I I I 1 1 e O 'I 1 t 1 -- 1 -1 t05 d✓i• . I 1 1 I ®1 I I m I I ,�, x. �I' I I o- JJJ I I I I i o i----1 0 __ 6 ; ; i FS 1 i 51 1 65 i i 5 1 i C-1 i F1 i [ 1] C-1 i F7 C 1 --_J L-------- ----J ----- - ---------------- -- ---- -------- ----- L---- L---------- --- ----- ._----- -- �., . q C-3 n r J rn L d L ril N p� F3 ri FOUNDATION .& FOOTING PLAN .. _ SCALE: i/4 - 1-0 1, GENERAL NOTES: 11 1. CONSTRUCTION SHALL FOLLOW "STANDARD BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE - BUILDING IS TO BE CONSTRUCTED WITH - ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT THE JOBSITE, PLANS, SPECIFICATIONS,: ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER _ ' SCALED DIMENSIONS. - - 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.' STRUCTURAL NOTES 1. DESIGN LOADS: ROOF IDL LLI. a 47 PSr FOR METAL ,. -55 PSF FOR TILE " - WIND VELOCITY - 110 MPH -SUPPORTING STRUCTURE + ".110 MPH ROOF SYSTEM :} :.2. SOIL BEARING- CARACITTi 2509 PSF '�. 3. ALL STRUCTURAL CONCRETE AND GROUT SHALL HAVE A MINIMUM COMPRESSIVE- STRENGTH- OF--3000 PSI AT 28- DAYS. - 4. SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM 5000 PSI COMPRESSIVE " ! - STRENGTH- AT 28 DAYS:- SEE- PLANS -FOR- SIZE AND STEEL REQUIRME T8, / \ 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS + \= FOOTINGS : 3" BEAMS T T12. I I 1 F 9 I = i- �• 1 1 I 1 i 6F.5 i-�- J L-- J L.---------- °- ° O I I I I Q� F2 r��.99 I I I I 1xr� I r --- ' L --- I r---J `---I 1 116 1 I I I I ti L'------'1 �. 1 I Ob1 10=v a { 11 E 1 p L--- o J L_-- J I 0 ' r--- i i- F7 I N P1 0 11 1 1 O; 1 I i I � 1 I 1 1 1 i fJ F2 i i F2 i C 0 Ir Din L------ 1 Qb O G=1 r---1 L�T. r--•1. L—"7• Fi o F4 ; O j TD 1 11 I I I rtssa�:�;�:m ; �' I�a�aIl �c�Il� tlitllt4.•ec 1 L--- --- , �Ii�ff(��SiIl®ffi� �ffi �ll 1 I I I I state sew: dmm,� �snte, �a�t. n°mde. sew - ----� r--- -- o F5 i i rsl.i F5 � o1=1 L------------------- J ------------J Foe 1=%AT71r_'E_ 5TP_.s__ &e L; Foe sEeoh © FL10e !p_ A OF:! e: ( a:6 0 E date revision 6. LAP ALL REINFORCING STEEL A MINIMUM OF 25" -- 7. ALL STANDARD LUMBER -SHALL DE SPF }3, OR STUD GRADE WITH p A MINIMUM Fb"1200 PSI, OR BETTER. j)dTE •. { ��' �ti�o i ti� �-r- { METP L. FS 1r17Co e "'1 t I^"iea,,^ ORK S. ALL LUMBER IN CONTACT WITH .CONCRETE OR MASONRY SHALL BE ! P�P.I� F�-•a'r'�1 �'j •-+N hzFa.:..�,,. Cam- Off.}" (�F.,1 [-.,� L Ilvk,;Q'�, � wp9t� TO . SU PPoIt=T n„ b�:.c.,_ aU w(� tp1o.D•IKJ (r. � •wA�'.ALI, PRESSURE TREATED. RESPONSIBILITY OF TRUSS COMPANY ": 6 <, L [' THE R SPONSIBIL L a E E TRUSS CONNECTIONS ARE ( � P .i>= PS"F ,. :., .. . TRUSS TO U S S IV V P P L L S m0 - F lad __- 2 s iC ,. RRL fT -Y Cif . - EC s. t .� fl � are � BJ 9.-SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO y b LOCATIONS AND CONNECTIONS ONLY _ ;Y T " INSTALLATION OF HARDWARE iS NOT PERMITTED. ,RE®Ri�!'�L®iNSPECTCRS THA T 10, UNLESS OTHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE UNLESS SPECIFIED IN A CONNECTOR SCHEDULE, STRAP TRUSSES FOR 1000} R [ f -SHALL CONFORM TO THE MANUFACTURERSINSTRUCTIONS AND STANDARD UPLIFT AT EACH BEARING WITH 111-ETA16 WITH 1111 10d NAILS OR (tl MSTA18 .._. , , •ICE NECrt ARY IN ORDER TO. PRACTICE. WITH 1141 lad NAILS PER STRAP AS APPROPRIATE . b+S. aiFifll COD ,* 11. BEARING POINTS OF 'HEADERS, GIRDERS, AND BEAMS SHALL HAVE VERTICAL TYPICAL OUTLOOK£RS : 2 • 4 AT 241' o.c. 4004 UPLIFT EACH BE ' '1lAnIV!•1�'}' j f;l l t�Fln' i�AR� F't, tEIdES' SUPPORTS SUFFICIENT TO SUPPORT LOADS AND SHALL BE PROPERLY SECURE WITH H3 FASTENER AT TOP CORD OF DROP y?:h drawn ANCHORED FOR UPLIFT O SPECIFIED. GABLE END AND TO JACK TOP CORQ WITH 13I i6tl NAILS UNLESS OTHERWISE NOTED FOR FRAME CONSTRUCTION, PROVIDE AN EQUAL „ ,,"* s.l. NUMBER OF VERTICAL STUDS A5 PLIES OF THE BEARING MEMBER WHEN THE TYPICAL GABLE END : 11) STRAP AT 24 O.C. ETA% WITH 14) lod NAILS OR WITH p - MSTA18 WITH 181 10G NAILS PER'STRAP AS APPROPRIATE St, checked n. BEARING MEMBER IS TWO OR. MORE. PLIES. - y 12. ROOF SHEATHING TO BE NAILED AS PER NAILING DIAGRAM. TYPICAL COMMON AND END JACKS AT 7cO" OR LESS " 400} UPLIFT Environmental Neafth , �r �� P.W. ETA16 WITH 1M 10d NAILS OR WITH MSTA18 WITH 181 ,atl Quad forConstrucdon„ G ( .date • NAILS PER STRAP AS APPROPRIATE She Plan APY' 8B.�,��� pp,,� febuary 24, 2000 'y 'I 15. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SuP®rCede6 Aii rltn, Salle Plans For -- `. SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH tad OR 4tlYO 2 scale BETTER NAILS- 4"o.c. EDGES AND 12"o.c. -MAX. FIELD - A .� - ST. LUCIE COUNTY _: QSDS# __-.- 14. FOR RIDGE_. VENT INSTALLATIONS BLOCK. WITH 2 x 4 }2..HF OR BETTER BUILDING r.D'XISION BI. _.".:. ReviewerX,ye,,,,e,e lob number BETWEEN TOP CHORDS OF TRUSSES ALONG THEEDGEOF THE PLYWD. l���i ir4r�® ,L DIRECTLY BELOW THE VENT. 99108 S: IF ADDITIONAL STRAPS ARE REOUIRED, PROVIDE I11 MT516 WITH FOR COkiP 'xt--x€1 a - n n 14V 3/16 x 1 3/4 TAPCONS AND (7) tOd NAILS FOR EACH 1000} C 6 REVIEWED BY e OF UPLIFT TYPIC4U" JAM I/` 22-OD � of x " " K LOCATLCNB E 16. BOND'ALL'MULTL-PLY 2 x'BEAMS'&WEADERSWITH 16tl 6c.c.BeAMM DAT r{,, ,;v 7. h 3 $${{yy Foundation & Column 90hodul• NOTE: heights are above, o• below main finished floor Mark Size Reinforcing Top Elev. Rota-ks F-1 l'-h"t x 1'_4"w x L (2) #5 cant. F-2 12"t -x 1'-4"w (2) #5 cont. tie rod ftng., bok aroufrd anchor bolts F-3 l'-6"t x 2`-0ew. x.L (3) #5 cont. F-4 2'-0" t x 7'-4" square ch wa at bottom #5 bar 6"o.eo y #5 bar 12"o.c_.each way a:t top hook anchor boat: under btm. mot F-5 2'-d"t x g`-6" square #5 bar 6"o.c. each Way at bottom 5 bar 12"o.c. each wayat top hook anchor bolt under'btm. mat C-1 steel endwall column min. (4) 3/4" x 18" anchor bolts pre eng, see structural details C-2 intermediate rigid frame min. (4)'1.1/4." x 24" anchor bolts riteeng. building system. C -3 24" x 16"- concrete block (4) #5 Vert. hook into footing, filled cells , I C -4 8"-X.&" concrete block cell (1) #5 Vert. hook into footing-, fall cellTI S -1 4" 3000# concrete 6" x.6" 10/10 w.w.mesh •: p6 visquine under ny •U 41_2" 2110" . 8" 15r_On 4'-6" - 101_On. 10'_On 4,_5n JO'-Oe 10._On m 24 5H f - .. .................'...... ..... .. ....I....... .....i. These. drawing. are instruments tpf service "n3 and ore. the -properly of the dvelgner whether }d T Project for which they are prepared be exaecdled or notThey shall not be used fer '.: other gprojeate, except. by wr rr n ogreeritenl f�4,. " 8hw LiGaud? Design Group 152=8 n All rights rlSeerved ,M 44'-811 4'-5'r 951_in ro c{ +2 iYeTT. y�I t— k Y 7OPd tAT s.. we { g"w O b pp/( c=4 ` I -m 4070 t { I , ( T I `' I :°C=1 • a � is i '...oPL ...o4=J 41_6n 10'-O" 10'-O" � 4t»6" ' 10'-O" 10'-O" 4'- " .- a .. s` ..'<. '` v� t 1 1 k o 6i t �I 1 �0 „. r .t� i I{P'1P®T" n0nn" TE)�ll 0 eeT I d I a�4s®r: 0i.t1& 1P'w9, a° I. 4070 TL x Ir I a to •.� ✓ krl; l�03 lk 752,_pn � a f r ttl Sn 3�_On 3�-On T-11" 8" 4" - O _ao04 Ha u a d xQ dauU nAM xm op uN WID to t- u xm3 xQ -. �ro xa XA —_ 1D POURED CONCRETE SLAB, THIS -SECTION SEE GUARDRAIL 0(•� DETAILS ' MM'"''"'''��''•�•ii `" z q - TILE ON .�. TORCHED OWN. RUBBER r ROOF MEMBRANE ON 9/4"TBG DECKINGp GLUED L NAWITH ALV, DRIP EDGE ,DPP sy' f �_ ' ANAILS AT P 61- S"c.c. EDGES N 1 - AND 8-c.c. IN FIELD (2j 2 x BLOCKWG_-, m - BTWN. JOISTS N _ d- m x� { rK O a�— jt JOISTS $FARING date reviajon 3 ONE HOUR- • ,�.• _ {' ' 318° TYPE "xX"- DRYWALL -- JOINTS TAPED a SEALrO "SIMPSON" HETA20 "� ' +« �'` "S[MPSON" LU9210 EACH JOIST "�i JOIST HANGER 2 x 12 FLOOR JOISTS 16"e.c. "PITCH JOISTS 1" ' Jij0 drawn SECOND LEVEL DECK �> aheaked P.W. r'x rL 1J'tJ R I Rg"YY" GlOAN1. PLP9Itl te 2000 f'ebua ya24,.. 1*`, scale job number sheet of,. 1F „t...,,. r ........................................ s .......... .... ......... ......... .... HANDRAIL SHALL HAVE A CIRCULAR', CROSS SECTION WITH -A -di A. OF 1 1/411 TO - 28 OR A NON CIR>ULAR t . CROSS SECTION WITH A O O j PERIMETER DIMENSION -OF 414 - BUT NOT MORE THAN 6 AND A LARGEST CROSS SECTION -----------------------------------------j DIMENSION NOT EXCEEDING 2 1/4D O EDGE SHALL HAVE A MIN. RADIUS OF 1/s'r - r-�------------------------- ---------- - BAL6USTER T1F1? I 1 I 4 i AT 411c.c. MAX. TO- TO &- FASTENRA RIDGE 1 H SHOEI 2 1/2"#10 DECK SCREW -- -- --------------i O l----------- n NTERMEDIATEPOS-T n = SHOE RAIL FASTEN TO WALL AND : INTERMEDIATE POST WITH #10. DECK. SCREWS. �l FIN. FLR.Ir ZONE 1- USE Ad NAILS AT 6"o.c.. (IN FIELD) 611 (EDGE). O 4 Q ZQNE 2-- USE .8d NAILS _ O ZONE 3-- USE .8d NAILS AT .6"o.c, AT 411D:c. --ROOF-1��4it.ING �3i�+t��i�l N.T.S. 121 2 x TOP PLATE SPX" AT EVERY STUD WITH 16) 10d NAILS af, TOP & SOLM PLATE SPx 1611c.c. " (2I MSTA18 4441 10d -NAILS 72l 2 x 12 HEADER p BOND TOGETHER Z WITH 16d AT 61-c.c. u 2 x STUDS - O FOR EXTERIOR WALL : +'. APPLICATION PROVIDE 0 1/2" C.D.X, PLYWD. ON D OUTSIDE FACE OF a FRAMING LUMBER TO STUDS, -FASTEN: AS PER 3o BE MIN. 2 x 4 OR AS STRUCTURAL NOTES SHOWNONFLOOR PLAN O Z 2 x P.T. PLATE. FIN. FLR. -TYPICAL -HEAP ER ATTACHMO t a " t ' )2) 2 x 12 a BAND BOARD FASTER) WQQQ POST TG BAND "BOARD - WITH (2) -3/811 x 411 THRU BOLTS WITH NUT & WASHER COUNTERSINK_,5OLT-H1=ADS FLUSH 2 x 4 FT. STUD LAGGED TO e" C.M.V. WITH 5/16 x V' TAPCON AT 48%.e. B^_O:M.U. llllllllllllllf, I �I SP4 AT EVERY. STUD WITH 161 104 NAILS TOP & SOLE PLATE 1212x4 'TOP PLATE - ,2 x 4STUDS.16"c.c. / FOR EXTERIOR WALL f APPLICATION PROVIDE .. t12". C.D.X_.. PLYWD.. ON. OUTSIDE FACE OF STUDS, FASTEN AS PER - STRUCTURAL. NOTES - 5/e" x 6" REDHEAD EXPAN- `2 x 4 P.T. PLATE BOLTS WITH 1/8" x 2" WASHER AT iIVOOO TO MASONRY tVNNeCTION AT BEARING &.-EXTERIOR WALLS SUB F BOTTOM CORD OF-FC'- TRUSS 2 x 4 WD. STUDS - AT-164e.c. ELECTRICAL BOXES TO MEET S.B.C. 1001.3.2.3 ELECT. BOX TO DE RATEQ FORA ONE -HOUR` FIREWALL 121 2 x 4 TOP PLATE CONTINUIOUS--- 2. X `-STUDS-16"c.c. SIMPSON "SP41- FASTENER AT - EACH STUD - -2 x 4 16-c.o. ON -SIDE OF TRUSS SIDE 5/8" TYPI51 W: D.W. S SEALED 1 UNDERSIDE: NALL WITH -L..lDv.aC- STAGGER JC EACH SIDE 2 x 4 P.T. PLATE EN, WLTH-10d-- CUT NAIL OR EQUAL CONCRETE SLAB TWO HOUR PIRC WALL UL-DESIGN U301 SEE CONNECTOR SCHEDULE. FOR FATTENER INFORMATION -11, SIMPSON"SP-4" - -FASTENER AT -EACH STUD 1/2" DRYWALL AT EACH. SID€ Or STLOS- 2 x 4 PT. PLATE FASTENED TO FOUNDATION -WITH. 1/2'4K Be A-V HOR BOLTS OR 1/2" x 6" EXPANSION BOL75 32" O.C. USE I/W x 2"-WASHERS Oi I- 1 d tD D rc F W 40 W 6 ! Y_ iNTtR $FARING/ WALL VerAIt. 1 SUB FLOOR NONE HOUR FIRE WALL FROM "BOTTOM CORD OF g FL. TRUSS TO SUB. FLR. = BOTTQt4:_C0RD. OF FLR. "TRUSS 2 x 4 WD. STUDS AT t611o.a ELECTRICAL BOXES TO MEET S.B_C. 10.0:1.3-2_3 . ELECT.- SOX TO BE RATEDFOR A ONE HOUR FIREWALL Y ............................................. These drowl/Lg�a arc inetrtilmehta r ar>Ihiptropmty of Mc cl g r whether _ Rt'1e Project ror whioh they are Prepares 2 be1X�? X 4-TOP- PLATE 19 GATT INSULATIONexcecuted of not. They eh II not be ueed for'; other projects, except by eriltert agreement GopyH r'd 2000 2 x.4 1611c.c. ON WOOD TRUSSES '2411D,c:. Alai yn�e.r�aar��n Gr, p` ASIDE OF TRUSS ( ' I � rR19 BATT INSULATION` \ONE HOUR- W LAYERS 5/SR TYPE "XI' DRYWALL - 'JOINTS -TAPED & SEALED 2 x 4 STUDS 1611c.c. 5/811 TYPE -UX11-:DR-YWALL JOINTS TAPED & SEALED ..-FROM -FLOOR TO UNDERSIDE _ OF ROOF DECK, NAIL WITH - COATED 6d NAILS. 711c.c. STAGGER JOINTS- 24° ON EACH SIDE 2 x 4 P.T. PLATE FASTEN` WITH 10d- CUTNAILOR EQUAL FIN. CONCRETE "SLAB T AT SEPERAT104N DETAIL ONE HOUR FIRE RATING 1/211 DRYWALL AT •�" PG1 SIDL- Orr_STlim-. . .'.TO BOTTOM CORD OF. TRUSSIS-; P.T. 2 x 4 PLATE FASTENED- TO-SLAB- � WITH _10d CUT NAIL: FIN, FLR. ,ill \—CONCRETE SLABINTERIOR VALL DETAIL U.S. GYPSUM NUMBER: GA WP3570 a :, P.T. 1 x 2 (§I Q F1@§ -40" ' xlWP"4!.1tTq'F+ lid 3000#-- GROUT - FILLED CE '., SEE FLOOR PLAN Of - Al FOk VERT. STEEL RQMNTS_ 1/21i D.W. 4 8• CONCRETE SLAB--\\ STUCCO FINISH RETURNEDt. 3'_411 TO WINDOW FRAME. AT 1 Urz, : 16 TREADS AT 1011 � i _ ,., FLOOR 3/1611 x 1 3/41! TAPCON- 4-11 SAX1 x 2- P.T. WINDOW BUCK V8 REBAR AT m ' ' FROM END & 811 c.c. MAX. )AT SIDES & WINDOW HEAD) f EACH NOSING ���►(�I�_,�1�1 CHMEN F'#5 BARS AT r �vTO i.77 1 17� 4 . s, 6oc.c. EACH WAY `D N.T;S. 111 NOSING • 7 .� ', 'kN y) n `is ti M'Yd9'»Auelf'6t� i 3,.. A.. P�-1'Ow64A#.i 4Y. _bxS 0 P�.b, '6tii FOUNDATION N.. 300Q.#. GROUT FLLI-F-D. P.T. 1 x 2 CELL, SEE FLOOR PLAN 0bp� ; FOR VERT. STEEL RQM'NTS, G f r t • C� 4�, 15 12'-2" 3/1611 x 1 3/411 TAPCON 4," MAX. PT BUCK FROM ENIT & 12"c,c. MAX. OR- SC i x 4 § i 121 2 x 6 9'_2n 91.On xr ± LEDGE _ CASED HARD NAILS AT 1211c.c. N TREADS AT 10" v-iFU i 2x WD, TREAD, WRAP D0013 'B14� AT�TALENT 'WITH'CARFI^_T - FIN. FLR. Intl LEVEL N.T.S. 6ee� (31. 2 x 12 STRINGER dole revision *"k 1" NOSING-iTYPJ ;o SEE. RAIL .DETAIL 0 SEE ROOFING NOTES ON p TYPICAL WALL SECTION V h O TRUSS DRNG. drawn h —. T �� y s.l. - chocked 2 z 4 FRAME ;'D 1/2" PLYWD. TO BTM. P.W. _ - . s - CORD OFTRUSS, COVEN date sp t` CONCRETE- WITH 1/2-1 D.W. WALLS TEXTURED l`:. F FINISH, FASTEN PLYWD febuary24, 2000 A o BEAM AS PER STRUCT. NOTES-- - scale A5 NDTEJp 1 h PORC{Lt ixeL�il���+<.. OEM AU.-- job number - '. 99108 (27 2 x 12 1/2". DRYWALL ------- a'a STRINGER ;Sheet INTERIOR. S.TAM _DETAIL. 4 of -I , s I 9 # µ tx 4 I y 8" x to CAST IN. PLACE ' RAKE BEAM WITH 121 45 3i t TOP AND (2) #5 BOTTOM'. ' SEE SHOP F72— ..: DRAWINGS 1 '. ' FOR ROOF ..........- PITCH F e" x i6" CONC. BLOCK y u L k r r . RAKED _ .EEAM DETAIL _ - ,. NOT TO SCALE r GUTTER AND DOWNSPOUT SYSTEM- -- METAL ROOF vii 181_011 FLASHING. - 12) COUR5ES OF BEAM BLK. WITH (1) #5 REBAR. FILLED. WITH --CONCRETE EA. COURSE- - FRe:-ENGINEERED j STEEL STRUCTURE d'` LIGHT TEXTURED I - STUCCO FINISH 1 i I y y i t L i r I 10'-011 (2) COURSES OF BEAM BLK. l4 WITH (1) #5 REBAR. FILLED - 1 WITH .CONCRETE EA. COURSE _ j - C-2 e" x 16" CONC. BLOCK I #5 VERT. DOWEL 8" EMBED. IN FTNG. MIN. 30 BAR DIA. I - INTO COLUMN BLOCK MIN. 18°. s SLICE LAP CONT. FROM TIE BEAM TO FTNG. AT V-OI' MAX. j -- - (#5 LAP - BAR -48 DIA. MIN.) 1 - GROUTBLOCK VOIDS AROUND EACH DOWEL WITH 3000t - ,: a CONCRETE 1 33 1 0.00' - L--- ; I 1 1 UND' WALL SECTION NOT TO SCALE N q t It ....._. ......... ......... ............................ ........ ......... .... _. Thee. drawintje are Inetru.onte bf sewrvice - aM am ch. prop.rty of th. de.}gn Or hether! -Me. prol.ct far which they are prepared b. .xcecutod or mt. Th., shall not be u..d for: - other proleate, ex.ept bywritt.n agmeaxxd r,:t', Copyright C 2000 .1 p SNve LaCw1i D.elgn OMup h All right. ri orve 1 r 3 1 r METAL ROOFING 8" x 16" CAST IN PLACE 3 INSTALL AS PER 'MFG, SPEC9 RAKE BEAM WITH 121 45 Jr---d TOP AND (2) #5 BOTTOM-- i 5/8!' C.D.X PLYWQ V� ---- — RIDGE OF MTL. BLDG. — _ 23-6 1l4"001 .j 2 Ile i Flo q� -- PRE ENGINEERED i CONCRETE TILE- ROOFING ON VALLEY- TRUSSES 30,41, FM7—WITf# SO#- HO'T`MOF-- ON 5/8" COX PLYWD ON e, O PRE LNG. WOOD TRUSSES 24"d.c. PRE ENGINEERED .. i .STEEL STRUCTUR@.. SIMPSON HETA 20 - i .. 01rc:j- EACH- TRUSS, 51MPSON FIE -TA, 26. I s /7ACH TRUSS , 4A x- 12" STUCCO DECO: - ` - TRUSS HANGER BEAM, -STYLE BY'OWNER � -� - INSULATION 15EARTrgG-::. GALV. DRIP EDGE ---- ON 2 x fi CEDAR-` FASCIA VENTED ALUM -/ SOFFIT (1) COURSE OF BEAM BLK WITH It) #5 REBAR. FILLE WITH -CONCRETE PRE -CAST CONC. LINTEL WITH (1) #5 REBAR, FILLED WITH CONCRETE OVER ALL OPENSPANS- -11/4" PLYWOOD UNDER- 5/8" M.R. DRYWALL 2 x 8 P.T. FRAMING WITH I t/2" C.D.X. PLYWD. WITH �� ^ PAPM BACKM7� WIRE LATH, J AND STUCCO, SEE STRUCT. j DETAILS FOR ATTACHMENT: j I 1 SEE GUARDRAIL DETAIL - 1 1kLJrH TEXTURED 4 1 STUCCO FINISH 6" CONCRETE SLAB WIT14 45 RE8AR. b"c.a-BOTTOM AND 12"c.c. TOP 101-5 1/411-7 lu 1 11`1 ` SLOPE FLOOR REe 11) COURSE OF BEAM BLK.- WITH (11 #5 REBAR. FILLED 8" WITH CONCRETE. 8" x I6" CAST IN PLACE -- SEAMWITH12) #5 REBAR AT TOP, AND (2) 07 BOTTOM I FINISHED GRADE, LIGHT TEXTURED STUCCO FINISH- C 3� 16" x 2411 BLK. CLMN. WITH (4) #5 VERT. DOWELS IN, CONC. FILLED CELLS - 121 COURSES OF BEAM BLK. TH' Hi #6- REBAR FILLED - WITH CONCRETE COURSE. PRE CAST CONC. LINTEL ,WITH 111 #5 REBAR. FILLED WITH CONCRETE OVER-ALL OPEN :SPANS 11 x 2 P.T. FURRING WITH -R4 FOIL TNSUL. UNDER 1/2" D.W. r&' x 1W CONC. BLOCK (2) LAYERS 5/W C.D.X. PLY'NfT. GLUED- d.-NAILED WITH 10d NAILS AT 6"c.1. AT EDGES & 120c.c. M FIELD ! �(2) 2 x 10 P.T. LEDGER FASTEN TO POURED BEAM L BLOCK WITH 1/2" x 7" I EXPANSION BOLTS AT j 18"ac, STAGGERED i T T x 2 P.T. FURRING j - WITH R4 FOIL INSUL. UNDER 1/2". D.W. I 05 VERT. DOWEL 8" EMBED. - IN FTNG. MIN. 30 BAR DIA... I INTO COLUMN -BLOCK .MIN. 18" j SLICE LAP. CONT. FROM TIE BEAM TO FTNG, AT W-Oo MAX.. 1(05 LAP -BAR -48 DIA. MIN.) GROUT BLOCK VOIDS AROUND EACH DOWEL WITH 3000# I CONCRETE 8" x 161-. CONC. BLOCK I. -WOODBASE I Vf�V.7.7 .'31.ev �_1LfF I2L QURSF..A OF BEA f WITH CONCRETE EA. PRE ENGINEERED OPEN (2) 2 x IO P:T. LEDGER-- FASTEN TO POURED BEAM BLOCK WITH 1/2" x 71, EXPANSION BOLTS AT'- 1 x 2 P.T. FURRING WITH R4 FOIL INSUL: UNDER 1/2" D.W. #5 VERT" DOWEL 8" EMBED. IN FTNG. MIN. 30 BAR .DIA. INTO COLUMN BLOCK MIN. 18" SLICE LAP CONT. FROM TIE BEAM TO FTNG. AT 8'-0" MAX. 1#5 LAP BAR 48 DIA. MIN.) GROUT BLOCK VOIDS AROUND EACH DOWEL WITH 50000 WOOD BASE If Ewn wens ..� PTOTe mn®imcII IEun>p 19613.W.IlfIDlr e6@. $Aflb, fl°avL L,d ' er_.w 1 ffi9' fiMRYtLtI® flb #, �+ t T:i xt V T. s A Y Vl�y 5 + — 10'-5 1/4" rklvy r �s 0" , 0 ' Vd date I revision drawn O'L F )20 T'4.1120 L1120 1 112D{pJ12V1 'J L2U1 FsI11 L.Lf 0.LJ IL�,IJ. orrice A B C D Whoe. lot lot )at 2nd 2nd I4 f2 COPPER WIRE GRNO, TO FOOTER STEEL AND COPPER WATER PIPE t UAC .SCUML95 AND ROTE$ BVAC Units shall be Trane split system DX units, 10.0 SEER, with Beat Strip as indicated. �" Pront area units shall be TTR024 with TWE024 with 5 KW heat strip, 208/220/1/60. 1!� Ov Whse area units shall be TTR048 with TWE048 with 10 KW heat strip, 1 208/220/l/60. Hount units on plenum stand for return air in front area and mount suspended horizontal in whse area with pan and float switch and drain. Provide fire dampers at all floor/wall/ceiling penetrations an may be required to maintain fire ratings of same - verify requirements (Pertains to ail ductwork penetrations), especially thru floor penetrations. Provide single source power for ABU/Beat Strip with provision for individual disconnect at unit,. Install all Units to be completely accessible. JAble all AUU's and respective condensing units with plastic lables. Refer to Architectural Sections for ceiling height restrictions - all ' equipment and materials shall fit in the space provided. Hake modifications as required to accomplish same. Registers/Grilles/Diffusers shall be Hetalaire or equal unless otherwise • scheduled - all aluminum construction unless otherwise required to meet fire ratings. Support independently from coiling system. SAD's-(supply air diffusers) shall be series 5000, H-6, S-4, D-5, of the 11 . sizes shown. S-1: one way; S-2: two way, etc. Unless otherwise noted, ! aim SAD's shall be 6" x 6" (up to 125 efp); 9" x 9" (130 to 290 cfp); 12" x j 12" for NO cfm and larger. Provide type H-2 SAD's for all drywall installations, } Exhaust registers shall. be RUD. Provide exhaust registers on all ceiling WIRE LIGHTS TO HOUSE PANEL --- jrrr, ,,q openings to exhaust systems or intakes. I .RAG's shall be type RHF of the sizes shown on the plans, provide 1" T/A filter;_ .R*ea Provide condensate drain lines from each MW run to landscape at building exterior. Insulate all condensate drain lines above glum . l ,paint all BVAC grilles/registers/diffusers white. Exhaust fans shall be Greenheck or equal with BDD's, Hodel SP, 120/3160, of .cfm's scheduled at 0.125" SP. Provide 6" exhaust duct to 12/12 w; _iVor ;t: for each exhaust fan. a Provide outside make up air for each unit - Set cfn at 101 or ar n;,1 -!I, WIRE LIGHTS To 1,r Provide volume damper at each connection to unit ductwe' - .i,dtd111 HOUSE PANEL TYP. n � minimum 10' separation from exhaust openings. Provide grille in soffit `, with 8" diameter duct to unit. \\ Provide thermostat for each Unit - Honeywell, Trane or equal "[hP - Auto" fan and "Heat/Cool" settings. Ductwork shall have all joints and soaps sealed with approved tape applied with adhesive to make joints air tight. Ducts shall be reinforced foil R faced 1-1/2" fiberglass insulation board (R-6 minimum). Flex duct shall be { UL 181 Thermaflex or equal with foil back insulation. Provide spin --in "'bohnection with diverter and volume damper for each flex take -off from the main trunk ductwork. The Contractor shall furnish a complete matched -component RVAC system in vl , accordance with these drawings, local codes, and the latest editions of i ( RFPA 90A I 90B, ANSI 8-9.1 Hechanical Refrigeration, SHACBA, ASUP,AE, and ' State of Florida Energy Efficiency Code for Building Construction - FLA - y WH/97. i1, • 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 one year from. the date of equipment start up and final acceptance. Manufacturer's zl instructions and guarantees shall be given to the owner. / 1'= The Contractor shall be responsible for balancing the HVAC system to meet the criteria on the plans and shall return to the site to re -balance the HVAC'systea after occupancy to satisfy specific individual requirements. Provide firestats for all units per mechanical and building code ' requirements. } a�,-v f f IT )} 5y O 150 rLERS. OFFICE (3) f3, i6 1 112" COND. A 131 f3, f6 1 1/2" CONLL g 131 f3, f6 1 1/2" CONO. C 13) 03, f6 1 1/2" CONO. D 131 f% f6 1 1/2" COND. WHSE. 131 f3/0, f6 2" COND. 7 9 �t 13 15 77 19 _ IlLeeCTRICALe LOAD 4CAL--C"7'MS 21 WAREHOUSE 12i200 aq, ft. AT 114- VA: 3050 VA 23 OFFICE 2300 eq. ft. AT 4.5 VA 10,350 25 A.C. 6 HEAT 7,000 27 SITE LIGHITING-- 5,000- 29 MISC. 5,000 31 9e400 240. - 399 AMPS USE 400 AMP SERVICE 93,400 3S 37 39 WALL OD N Q OC d* E N 4 t o et o N Y M E ° 4 D VI O 1�(]t�( Imo.-��✓. 0 d FAA W E L 1 ""F, TYPE" SQ. "D" or MOUNTING. 11 R>:CEss 01 AN DESCRI l � LTci w ''. ACE a€.a€ ILA e_� NL SO ' XO- 20 - -. XO 0. 0 e WALL n .PACK MAINS3 _ M.L.O. LIMAIN DR PANEI: BUS RAT`INGs - c `'0J TYPE It SQ D" or � SURFACE VULTAGEt NOUNTINGs ncess CKT' KT . Np, P MPS DESCRIPTION p '0 AMPS DESCRIPTION 2 Z `)o /.44X d (�Y..3 1 2e L-irn (e-wcPC'4 6 I_10 JWti low � 5 8 7 10 4, 10 A ISv to $:.3 9 :lam 12 It 'a PR• sx 14 -L r1e p.t3u to KO 13-- 16 15 1n.cG 18 Z Sb G t] 4 k 17 20 _._... 19 22 'Z SO tU 4L 21 Jf _ 24 23 26 'L 9> CU 4t 2 4 20 _ _ -ter- y 27 30 L Sa CIA 4 {• 29 32 31 i 34 — 36 35 38 37 .f A t .T WALL PALL 4 6 8 10 12 14 16, 18 20 22 24 96_ 28 30 32 34 36 38 MAINS, M.L.O. LINAIN BR BUS RATING, 104A., . S,rs.l VOLTAGE t - Ito 11Ae/ 17 XE5_ AMPS DESCRIPTION Z °L6 � XlL C U Z So AF1W 9.5 �^^"9.s ac s• WALL PACK 111V P°WEL: OFftcaG MAINS, ��gqM.L,O. j TYPEo SQ. "D" br ITE BUS RATIttG1 L1NA1N 8R ou"T hGv_JdRtCESS Tj SURFACE VOLTAGEI , f XT . CKT BU. 0 A DESCRIPTION NU. P MPS DESCRIPTION 1 Tea. Erawi a ory inelrarn'No hf earviae Z® t.T 4a (ZK C[`P' 3 � .t "� A /C, C w t a d are Ihd property of th. d.. 98 h.thar ll '1 " prv,ed for w 1.h II»y ar. erep.,d b. 3 ( A o or prod dle ... pt9by .011.n lag.,.. 1. a.tllfor 7�r� Pyrl9M C 2000 - 6 Z ej0 eve .-r-.-i Daad Grarp R 4I V �, i Kw • I rlgMa r.e.rv.a , m 9 10, Z 3o w 11 I6 i ti 1a r 13 1 1. 1 � S Pa[;4; l8 j 16 t qq �� Rob 1m i t 20 zt I22 2 324 PP 27 26— _ � 1=4 b 28 4 3 t (i�l�d . 49 �7 29 32 �/+ ^ -v 34 '" Y 6�"`1�! 35 36. " 7 S 9 WALL -/,-PACK EXH:FAN 'f _ - _ -•: .� -- I(-.y-) DATTT_RY SACK UP % -42 GXIT LIGHTS i I \i \ TYPICAL — eoo C.F.M. F.M. --1 ^--q ---'- 1 1 i j \ \ IIT am W \ I i 4 P o t a \ R.A \• .., )i-• it jl �� i VP IOO PLf ANEL py s f ! ,i 4 � >. S !' !l j �' ' IJ ry` ) 41, ..,.... YI t � � f. Je• , .i I / 1 IIII i DATTERY RACK UP 1 EMERGENCY LIGHTS b i 100 ; ti I - i j VIE— IRIA \ 0 W\' • - i l `- --------' 4. ------ f 3 ji I py^e�m9f7�q� A g+e�gq�1 PLAN � ® - A.C. COMP: LEC RiCAL - 'AIR COND. T-L 6�._. A.C. COMP: � I 1 ©a A.C. COMP- r 4 j{I 1 I Z"'�r,M3 Fig , / 5t gOG 6paS t 7 b V r�" s 1C ffiilUdW s�:�lC�d.11WAll �, . PoSP r N -• -t F � M n e A G _ J � iQ '� s ... \y •j qh, Tea 0 _r date revisio WALL PACK drawn}, el Y P.W. febuary 24,~2000�4' scale job number ... 99108 "� •%nna -sheet Of NOTES: Construction to start January 2000 and end April 2000 Sewer ... on site septic system Water ... on site well Vlt tot lion .. 1 Property Owner ..... Carlos Munoz -Quintana � •..• 6901 Heritage Drive 1 is Port. St. Lucie, FL 34952 emwwr„r, \ c Engineer ........... PAUL WELCH INC. A,I DY. ' - �(o° GoUG. Oti0 I WI (n t • 4ta 1984 SW Biltmore St. Ste 114 + HSAL'Lco relaidt ULRtCH ROAD R/W ;• _• Iris 4�A. A./M --1 I L 4984 Port St. Lucie, F 3 UI,LY o opt %1It" Flw% - Surveyor ......... Christian Fenex "t250 Fi?!€ I ILD K'OR JVOUDoCk{�Dr_ 61 1850 Palm Beach Road t . Stuart, FL 34991 _ `_I sf-. ICx121 l L'� ELEVATION PLAN r IoNoLt1H1G Pf�• PT ?1Nt otr'� PAC �'1Az)-Jr54 ce,+T. ttA W7 Utility Provider . On Site Setbacks ........... Min Req'd Provided / r,ouea el y 1 n I so 44. 421.ZG OAQ 3 IL&Ai \\ 1.•�L0+�STf1 + I .. y<IM' fl I?71.� 1d1'132 33134 135 3G 137. 3B 139 : � `b. _ •�I It6 '7I1 Ja i 1 L. .. Ja {fu roo' Ma' :41. i2' - I JIi.44' 331.E G' .4• 1. 0 621.3 ✓ o 24:: 1A o 171 ,P s of 1, n � n,Y•'• 11 y FE �. Fs 331,i5' 2E :.f S. pRo-1Eci to 5ti-E .75' 331.75' :.. DUMPSTER DETAILS Front 25° 98' / elsamm Rear .. 20' 314' / oR�l rn _ _,-- HT6 Side • • 101 10, µ I� Ar I' Mix at 60 30 max Bldg Coverage @ 50% = 46173 SF or 1.06 Ac i4CF�ED 4r6AS4KrWp1 Bldg Coverage Provided = 14560 SF or 15.77$ I No fire hydrants within 100' of project site. Sign ... 150 SF max with 30' max bt. Lighting from Bldg Wall Packs - see plan I - e�lst. S89'52'34" E 616.48' us Ll wow FOUND 3/8' ,.. FOUND' 3/8• 47 R/W IRON ROD IRON ROD --An , 0 II II I I x NORTH 100' OF THE SOUTH_ 250' e4•S t O I I Qf�St i 0 THE SE1/4 OF THE SEt/4 OF Paul `- o HE o NW1/4, LESS EASTERLY. 47'. �IZ� ` �' 3. a`hat I { GRAPHIC SCALE cA h?15t. , B{ttt LI55 Ie SL n_O ° III III-w , I �1 e 30' n Cyr:OIioN O eflRt STAG0 ASPHALT BOAT AND V STORAGE BENCH MARK CFIS: LiO n __fWR Wrk FP UTILITY 5eiiI t LDS BUILDING BOX EL, BUILDING FFE _ 148'OE WHICH MARK M PALM THE FFE - 152' INVERT u, EL.-14.93' - SEE Dl'lj A' I ASPHALT PARKING LOT I 10.0' '1 9 ROOF OVERHANG' NOT SHOWN OR LOCATED + A. S89'S2 34 63.30 47.00' -I ( SITE DATA n 50.0' 27 T 26. _` FOUND 3/8-# IRON Roo 4 + 6' S$9'52'34"E 527.35' '`•>. -O . ab . ., -. 4• DRAM.. 2 ';iP. II"".°R..B-1 1 112.3' }, o ,.y. �6 e + .. +\ d N00'07 39 E .PIPE TOP. _ K. 1 INVERT Z O OWNER ... . .. .. PSL MOVING & STORAGE +o.m 0 I1 s 4 54b z4 5 r N80'11 51 E T ,� x comM ,ro 10 I b I z ZONING .. CG + / I LAND USE -- -2-6 40= _ INKS m '� [p SITE AREA .................. 92347 SF or 2.12 Ac vralNulc�- p Iwo D BLDGS ..14560 SF or 15.77 $ N I• 4-�. m r }. 4 1n ' ' 4q' • 7 +, z I w Ln( z z " PARKING .................... 13882 SF or 15.03 $ + 114 WALKS .... 400 SF or 0.43 $ 0 5'r i.I.-11 WNSE e 9 _ NVE, J0 r z z o M m I .x TOTAL IMPERVIOUS I + u D IOUS . 28842 SF or 31.32 12 s 5 9 h I 9 4 � M FI v ., TOTAL PERVIOUS O / o AK T w I d,.. ............. 63505 SF o 0 o w m zr 68.77 $ •d \ e •EtL tank o. I- _ O F EL 1(a @. LL 5 � Oa ru F P Ube O �a c O ye .° ;K P 9ttaht - O I Ln = A Ln PARKING: Poenow io-3s-4o R E A D ,q G A L ' S c� N ��' y�y J I I'; I 16680 SF / lo00 17 SPACES REQUIRED j +^i I SPACES PROVIDED ............ 21 SPACES BC SPACES .................. 1 HC SPACE (NOT INCLUDED) t'}) / J> - C M -7- - �___-.� _ _ - ___ _�_ I > OO I+ LTh far-nrLcu,(T9P) lr J,Igf- r,O I ( F'°T.w,&. -2IzIve_ z 9 o �' I I�� I • R PMrr rze6'f7 darn F'StCY ,°i� 1" +\ ASI'1-.l v.LI FAJI14a1 O I. a I ro i A Ln _ z v z +, 6 I TO RE E HEAD NOTE: THERE ARE NO DRIVEWAYS OTHER I ALL14TH CULVERT THAN THOSE SHOWN ON PLAN WITHIN 660 FT DRf+IHAelE R B 1EuT104J AREA / 1 INVERT- IN BOTH DIRECTIONS FROM SITE. +LL -;:.: �- SwFil¢ FO RUN RODB \ry5 �16 �,, S$9'S2�34"E 616.92� .TB _ r +� -T 4Q uweli 19 •RT/ + 47.00' I EXISTING DITCH SOUTH LINE NORTHWEST QUARTER 10-36-� IRON Roo FOUND ,11 loetvol I I c z i PORTION 10-36-40. U 47'. R/W: �`,1-� 1-{�/ A TOPOGRAPHIC /+ (NOT INCLUDED) 8OUNDAR 1 AN�. OPOGRAPHIC SUIT VG.I. 1 1201 paµl _ THE SOUTH 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF - THE NORTHWEST QUARTER, LESS THE EAST 47 FEET IN SECTION 10, TOWNSHIP 36 Pty r mA �T mr, S T a r SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA; O 1"! V 1`I G LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: START AT THE SOUTHEAST S T FTt E P Z A CORNER OF THE NORTH 100 FEET OF THE SOUTH 250 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LESS THE a o EASTERLY47 FEET; IN SECTION 10, TOWNSHIP 36.SOUTH, RANGE 40 EAST; THENCE �- T PROCEED WESTERLY ON A LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST c a QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF t , SURVEIDR'S NOTES: 63.3 FEET TO THE POINT OF PLACE OF BEGINNING; THENCE CONTINUE WESTERLY ON A a LINE PARALLEL TO THE SOUTH LINE OF THE SAID SOUTHEAST QUARTER OF THE ACCESS STATEMENT 1. BEARINGS REFER TO RIGHT OF WAY MAP #9401-(110) 205. SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 26 FEET TO A Q ENTRANCE TO. SUBJECT PROPERTY IS THROUGH A BEARING BASE IS THE WEST R/W LINE OF US#1. - POINT; THENCE PROCEEDSOUTHERLY ON A LINE PARALLEL TO THE "WEST LINE OF THE - DIRT DRIVEWAY DIRECTLY FROM US#1.. 2.HEREON ABSTRACTED FOR w THE SHOWN HERN WERE. NOT ABSTRASAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER -OF THE NORTHWEST QUARTER E BUILDING DETAIL •A' FLOOD ZONE NOTE RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. A DISTANCE OF 4.55 FEET TO A POINT; THENCE PROCEED NORTHEASTERLY 26 FEET LY. >` 3. UNDERGROUND UTILITIES/IMPROVEMENTS NOT LOCATED PER THIS MORE OR LESS, TO THE POINT OR PLACE OF BEGINNING. (NOT TO SCALE) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS SURVEY. - ,r ' IN ZONE k OF THE FLOOD INSURANCE RATE MAP, 4. R/W = RIGHT-OF-WAY : _.FOR.. COMMUNITY PANEL NO. 12111CO280-F; .WHICH - 5. --x-- = CHAIN LINK FENCE. " 9 BEARS AN EFFECTIVE DATE OF AUGUST 19,. 1991 __ __ PORT ST. LUCIE MOVING AND STORAGE '=I 6. rt), = POWER POLE; OE-- OVERHEAD ELECTRICAL WIRES AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. - �. I FOR MORE INFORMATION CONCERNING FLOOD 7. EL. = ELEVATION; FFE = FINISH FLOOR ELEVATION , BUILDING CORNER EXTENDS x 8. ELEVATIONS SHOWN THUS x 15.98' ARE BASED ON NGVD'29 OVER LINE Br 2.s'. DATA CONTACT THE NATIONAL FLOOD INSURANCE DATUM. BENCH MARK -BOAT SPIKE AT CENTERLINE OLEANDER AND BUILDING WALL EXTENDS PROGRAM AT 1-800-638-6620. a OVER UNE BY 0.9'. URLICH, ELEVATION 15,52. STATEMENT OF ENCROACHMENTS 9. LEGAL DESCRIPTION SHOWN AS PROVIDED BY CLIENT. f'Q F TITLE. NO NORTH PROPERTY LINE_ _ - - _ - __ _ - - - 1 THE BUILDING AND ROOF OVERHANG ENCROACH 10. THIS SURVEY PERFORMED WITHOUT BENEFIT 0 CERTIFICATION• '-E ),:•3, -115• O ONTO SUBJECT PROPERTY AS SHOWN IN THE EASEMENTS PROVIDED TO SURVEYOR FOR THIS SURVEY Exlsnec SEPTIC TAN PVC DRAM PIPE LOCATED .BUILDING DETAIL 'A'. I HEREBY. CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION .EXTENDS OVER LINE BY 4':. UNDER cRoul+o ON OF A SURVEY DONE UNDER MY DIRECTION AND 15 TRUE AND CORRECT TO THE BEST OF wB.lEcr PROPERTY MY KNOWLEDGE AND .BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS 1 \ THERE',15 AN UNDERGROUND DRAIN PIPE 1.5' WIDE ROOF OVER O 1.4' WIDE ROOF OVER 2 LOCATED JUST SOUTH OF THE NORTH PROPERTY OR OMISSIONS OF SAID DESCRIPTION: EASEMENTS OF RECORD NOT SHOWN UNLESS ,( HANG EXTENDS OVER LINE HANG EXTENDS OVER LINE FURNISHED. 1 FURTHER CERTIFY THAT THIS SURVEY. MEETS THE MINIMUM TECHNICAL LINE AS SHOWN. THE GRAPHIC LOCATION STANDARDS .SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA' BOARD OF,^-i BETWEEN THE OPEN DRAIN AND THE INVERT IS - SURVEYORS AND MAPPERS. SHOWN ONLY APPROXIMATELY. z ' I't1[I1. WEhCI1 INC. _ > 'h ' Mechanical • Electrical Civil Engineering FENEX ng �- ; '. 1-:0- i L ; PROFESSIONAL SURVEY R AN MAPPER .- I0 D .,,..• .4t"i 1984 S.W.Oillnrore St. Phon 1850 PALM BEACH ROAD, STUART, FL. e. • P , P. X PALM CITY, F. 4 i r'• 0 BOX 2533 L C L 3 99 -i • I sane 114 (581) 785-e88e Pod St. Lucie, FL 34984 Fex (561)7&5-9933 {561)283-2977 (561)283-2979 fox ! �� t _ a� ; 0 I a " n 0 0 N C C C O W-<n 152'-8" qu y_6n iSi_6n 9'-10" 26'_4n 23'-O" 26'-o" 251-0" 25'-On — 26L4n F3 F3 ... - 0 LEI ell Is 11% r--T _ fir ®I -4---elope e L i I � I I ---_ 1 C-1 1 Fi ----- 1 C-1 1 F1 - 1 . C-1 1 F1 1 C-1 1 F1 1 C-1 1 F1 1 C-1 1 t I I -- _ -------------'— �_! I \FJ 1 1 I 1 I I I I 1 I 1 I I IIF I I 1 ---- ----------------- F 1 - 1 I I I 1 1 I F5 I I I I F5 I O 1 I I I 1 I I cJ 1 1 1 I I I I Fr, 1 I I I 1 I 1 1 FrJ I 1 1 I 11 I I I FrJ I I O I 1 1 F5 1 I 1 L---- r--_J ®1 o L -----r____J L____-, r-----J L----, r---- J L---,r____J L____, r---- J L--------- 1 1. I 1 I I 1 1 1 0 N 111�/p��ylyl I`7 1 I I 1 ffi I I IF3 N I I 11 I I m 1 1 I 1 I I I I I t 1 I I I I I I I I Fl. I I 1 I I 1 1 I I N I I I I I I I I j �L. - 1 1 1 I 1 -1 F4 1 i I i I ... I I I I - 1 I i F4 I I I 11 I I 1 RECESS SHWR. L_J 1 1 I I I I 1 1 1 1 1 1 1 I 1 I 1 Y 1 I rIF3i11. i--- ' L--- i `--- J L--- I` --- Hil"1111111 9-2n 1I F3 L--- J l r--- L--- l r--- J L--- l r--- L---JL---J --- ---I. 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L----------------J �I ro L-------------------J 0 (� Fell f� RA +1� L------------------- Iti � fGIGI IN R4 N -I _v...aw�.- IB B � .'T' J P3 F3 187'-0" --- TPOUNOATION & P°OOTING PLAN SCALE: 1/4" = 1'-O" GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW "STANDARD BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING 15 TO BE CONSTRUCTED WITH -ALL APPLICABLE AMENDMENTS 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC, SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT THE J0851TE, PLANS, SPECIFICATIONS,'ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY. THE ENGINEER AS CONSTRUCTION PROGRESSES. STRUCTURAL NOTES 1. DESIGN LOADS: ROOF (DL • L14 • 47 PSF FOR METAL 55 1-SF FOR TILE WIND VELOCITY • 110 MPH SUPPORTING STRUCTURE = 110 MPH ROOF SYSTEM 2. SOIL BEARING CAPACITY : 2500- PSF 3. ALL STRUCTURAL CONCRETE AND GROUT SHALL HAVE A MINIMUM COMPRESSIVE- STRENGTH- OF- 3000 PSI AT 28 DAYS. 4. SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28DAYS. SEE PLANS FOR SIZE AND STEEL REQUIRMENTS: S. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS POOTTNGS : 3" BEAMS : 1 1/2" 6. LAP ALL REINFORCING STEEL A MINIMUM OF 25" 7. ALL STANDARD LUMBER SHALL BE SPF #3,'OR STUD GRADE WITH A MINIMUM Pb-1200 PSI, OR BETTER. S. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 9. SPLITTING OR CRACKING OF STRUCTUR".. ^^'"PONENTS DUE TO. INSTALLATION OF HARDWARE IS NOT PERMITTED. 10. UNLESS OTHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. 11. BEARING POINTS OF -HEADERS, GIRDERS, AND BEAMS SHALL HAVE VERTICAL SUPPORTS SUFFICIENT TO SUPPORT LOADS AND SHALL BE PROPERLY ANCHORED FOR UPLIFT AS SPECIFIED. UNLESS OTHERWISE NOTED FOR FRAME CONSTRUCTION, PROVIDE AN EQUAL NUMBER OF VERTICAL STUDS AS PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS TWO OR MORE PLIES. 12. ROOF SHEATHING TO BE NAILED AS PER NAILING DIAGRAM. 13. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 4"o.c. EDGES- AND 12"o.o. MAX. FIELD 14. FOR RIDGE VENT INSTALLATIONS. BLOCK. WITH 2 x 4 #2- HP QR BETTER 'BETWEEN TOP CHORDS OF TRUSSES ALONG THE EDGE OF THE PLYWD. DIRECTLY BELOW THE VENT. I5. IF ADDITIONAL STRAPS ARE REQUIRED, PROVIDE (1) MT916 WITH 141 3/16" x 1 3/4" TAPCONS AND (7) 10d NAILS FOR EACH 10001 OF UPLIFT ' Is. BOND ALL MULTI. PLY 2 x-BEAMS -S HEADERS WITH led 661c.c. 1 T. - Foundation 6 Colum Schodul• NOTE: heights are above or below maid finished floor Mark Size Reinforcing Top Elev. Remarks F-1 l'-4"t x 1'-4"w x L (2) #5 Cont. F-2 12"t x l'-4"w (2) #5 cont. tie rod ftng., hook around anchor bolts F-3 1'-6"t x 2'=0"w x L (3) #5 cant. F-4 2'-0" It x 1'-4" square q #5 bar 6"o.c. each way at bottom #5 bar 12"o.c. each wa at top. hook anchor b at it under btm.-mot F-5 2'-0"t x 9'=6" square #5 bar 6 o.c, each way at bottom . 5 bar 12"oc. each wa at to hook anchor bolt under btm. mat C-1 steel endwal'I column min. (4) 3/4". x18" anchor bolts pre eng.,see structural details C -2 intermediate rigid frame min. (4).1 1/4" x 24" anchor bolts pre eng. building system C -3 24" x 16" concrete block (4) #5 Vert. hook into footing, filled cells C -4 8" x 8" concrete block cell (1) #5 vert. hook into footing-, fill cell S-1. 4" 3000# concrete 6" x 6" 10/10 w.w.mesh .006visquine under TRUSS TO TRUSS CONNECTIONS ARE THE RESPONSIBILITY OF TRUSS COMPANY LOCATIONS AND CONNECTIONS ONLY UNLESS SPECIFIED IN A CONNECTOR SCHEDULE, STRAP TRUSSES FOR 1000# UPLIFT AT EACH BEARING WITH III-ETAIG WITH (11) 10d NAILS OR h1 MSTA78 WITH (141 10d NAILS PER STRAP AS APPROPRIATE TYPICAL OUTLOOKERS 2 x 4 AT 24" o.c. 4000 UPLIFT EACH BEARING SECURE WITH H3 FASTENER AT TOP CORD OF DROP GABLE END AND TO JACK TOP CORD WITH (31 16d NAILS TYPICAL GABLE END (11 STRAP AT 24" o.c. ETA16 WITH 141 10d NAILS OR WITH M5TA18 WITH 181 toot NAILS PER STRAP AS APPROPRIATE TYPICAL COMMON AND END JACKS AT 7'-0" OR LESS a 400# UPLIFT ETA16 WITH (4) 10d NAILS OR WITH MSTA78 WITH 181 10d NAILS PER STRAP AS APPROPRIATE A C 6 TYPICAL JACK CCARINY LOCATIONS POT I- METPL C3t�DCof ( jti1N F t�tES 6Rrak l- tsr- or_SIG&3r--C> ro Su?eOr-T Ar SEadn"P uJL.GADINC' r>F zSO w P6F. L1 VF- Lo,yp PL-uS Imo 4t' rr-F' D Ea D Le P-0 .............._........_........... ....... ............................ ........J,.............. .............. I .... .... ........... . essss'se These drawings era instruments 6f service and era nt.. prapery of the designer whether the prvlect far which they are prepares be excecuted or not They shall not be used for other projedte, except by wrlttaN agreement. Copyrighr c 2000 Steve j aetii Design Group 0 0 N 0 0 N R Fps FUTl:R1r 6Tr_F.0 00L, FoV el SC a1ary 1' Loe_'I2- I011llell I,It11Jlh1(''l''I' E? 0 y e4�t rz � �) 011 IN O `ph G 0ph 00 drawn 8.1. checked P.W. date febuary 24, 2000 scale job number �991088 sheet I of 1L7 A �n m I a M O _ ut m t cl FIRST LEVEL PLAN SCALE: i/8" = 1'-O" 80'-0.. _.. ' 1O'-4n 59'-4 tOi_gn �y 6068 TEMP. S.G.D. 6i_4n SEE RAILING DETAIL -O' 7'-10 1/4" 3'-211 7" '-103i_2n 4--Se 20_22." -0' 13'-7 1/4" 'r0' 13'-7" 48'-9 1/211 SECOND LEVEL PLAN SCALE: 7/411 = r-0"- NOTE: Varify al pre engineered structural details and dimensions with signed` and sealed engineering of building mf'r. . OIL BASE, SEMI GLOSS .PAINT ON DRYWALL ...... I These drawings are instruments�f eerNce and are thepropertyof the designer whether me project for which they are prepared be executed oe not. They *hall not be used for other projects, except by written agreement. Cop,r ht C 2000 Steve ..O i Daeign Group All right. rd.orved w± d:Yka.N'4 Mi`d.uM!Ra Rd9�y i}:'•Ill ��1"� �SO..fII l" _ go ni41 hn aiincctr N 3 r .:ram•`:' �1. r reel � rY r�i111beyN �i✓ T � re.xi r: date. revision drawn checked 24 ]!K. .-- DISABLED ACCESSIBLE 12I 24 S.H. 121 24 S.H. WATER CLOSET SEAT AT ACCESSABLE LAV. SHEET VINYL FLOOR P.W.' TO 1911 Yale �SUPPLYEANDTDRAINER febuar 24, 200 p.1/pt AND VINYL COVE BASE O ACCESSABLE 'BATS! DETAILS _ , 116 1 16" 3'-2' V-9 1/4n 3i_4n 13'-7 1/4" '-0' 8'-2 1/4" - 13'-7 1/4" 9'-5" 31'-2 1/2-1 0 N SEE RAILING DETAIL 6068 TEMP. S.G.D. 0 1 ut : ') OIL BASE, SEMI GLOSS PAINT ON DRYWALL o n TO B GRAB 5AR--\ 30" REEL' TISSUE .HOLDER TO BE 25" FROM REAR WALL 0 rg o - 5 GRAB 4 Y SOUTH "LLEYATIOR ' 17 SCALE: 1/4" e p-0" 1f A f NORTH ELEVATIOR SCALE: 1/4" - 1'-0" E&ST _ELEVATION — SCALE: 1/4" - 1'-O" 80'-0" 5g'-4" y-OOu �3'-0"y7 T-11" 1 14" g8„ ff N z Ig a - w -- - m t 3 m o m s F 0 xL'-m 6 O _YW Fa N Fes— -1® H - rF OZY -tiF- a0 O0 xA xa ! O_u N O Z, K ~ IL N _ _ O KJ ma as et- Ua — m� X� N as WAS_0 1-u O iLLF m.�N. Cl- it xu-m Y-4h m POURED CONCRETE SLAB, THIS SECTION m h VILEST ELEVATION SCALE: 1/4" - 1'-Oir "SIMPSON" LU8210 JOIST HANGER !!'!!'I! Illlllilii!''illi Illiiiii; i'r�� SEE GUARDRAIL DETAILS TILE ON TORCHED OWN. RUBBER ROOF MEMBRANE ON 3/4" T&G DECKING -GLUED d NAILED WITH 10d NAILS AT 6IELD EDGES IN AND 8"c c. IN FIELD ONE HOUR- 121. LAYERS J 3/S" TYPE "X" DRYWALL JOINTS TAPED b SEALED 2 x 12 FLOOR JOISTS 16"c.c. -PITCH JOISTS I" .V DRIP EDGE ML 2. x BLOCKING BTWN JOISTS "SIMPSON" HETA20. EACH JOIST 12 16 Theca drawlkgf are inetrumentef. e•rvice and are. the property of the designer whether - 9te project for which they are prepared be exceculed of not. They ♦hall not be ueecl for other project♦, except by wrilW4 ograement. CopyrIghr r/ 2000 Slow LAGau6i Deeign Group All right♦ r4earved PffiUR Wench ffmcm Preffeval maA �ffi SIP 18'-O" SAVE 1%40.W.3"wrSL41E4,?wt 1LarAx.30 4 Io� SY� 14 F O Q 0E-1 '^C date :revision q.i. SECOND LEVEL DECK chocked P.W. date febuory 24,. 2000 - scale 1/gN = it job number sheet _ 3 of �,,n ....................................... .......... ...................................................... .. ....... .... s' HANDRAIL SHALL HAVE A CIRCULAR CROSS SECTION — WITH A DIA. OF 1 1/411 TO SUB FLOOR 211, OR ! NON CIRCULAR 2 x 4 16"TRUSS CROSS SECTION WITH A s1oE of rftuSSss O O PERIMI TER DIMENSION -OF 40 ONWALL FROM BUT T MORE THAN 6 1/411 BOTTOM CORD OF AND A LARGEST CROSS SECTION FL. TRUSS TO SUB FLR. ---------------- —------------------- -----j d DIMENSION NOT EXCEEDING 2 1/4" EDGE SHALL HAVE A MIN.' RADIUS BOTTOM CORD of of 1/8" .. -FtW. TRUSS. . - 1 1 _ a I 1 1 O t la O i O i RIDGE 1 t J O 1 I I a 0 K L O ZONE 1- USE 8d NAILS AT 6"o.c. (IN FIELD) 6" (EDGE) w O ZONE. 2- USE. 8d NAILS .,O ZONE 3-. USE .8d NAILS 0 z AT 611o.c. : AT 411o.c. o a F N F Q Q BALLUST€R TYR LEC -ftICAL BOXES AT 411c c. MAX. FASTEN TO TOP & SHOE RAIL WITH (1) 2 11211 #10 DECK SCREW 3 x 3 MIN. WOOD INTERMEDIATE POST 121 LAYERS EA SIDE 6/e" T JOINTS TAPED & SEALED SHOE RAIL FROM FLOOR TO UNDERSIDE FASTEN TO WALL AND OF ROOF DECK, NAIL WITH COATED Ed. NAILS INTERMEDIATE POST WITH STAGGER JOINTS 24" ON (2) 2 1/21- #IOL DECK SCREWS 2 x 4 WD. STUDS EACH SIDE AT- 16%.c, FIN FLR. \� (2) 2 x 12 BAND BOARD ROOF NAILING DI�+WMA-vl e T TO MEET S.B.C. 1001.3.2.3 -� FASTEN WOOD: POST To BAND ELECT. BOX TO BE I N.T.S.. BOARD WITH (2) 3/8-1 x 411 RA= FOR A ONE HOUR FIREWALL- :. :THRU BOLTS WITH NUT & WASHER -2x4 P.T. PLATE COUNTERSSNK- BOLT --HEADS FLUSH AST15 WITH --toe .CUT NAIL OR EQUAL FIN. FLR. iiiii ........ ............................... ......:. .. ........ ........ ...... .. .. .. j These dl.Mw ge are instruments 6f servbe and or.4hd-prcparty of the des+gner whether R19 BATT INSULATION ir,e prot..t far hich they are prepared be 2 x 4 TOP PLATE '. exceculed of not. They shall not be used for SUB FLOOR Ctohenrrrgpnrort•FZOOOn eept by writteagfaemem. 2 x.4 16"o.c: ON : WOOD TRUSSES 2411c.c. stawrcciudi Design Group SIDE OF TRUSS All right. r8eervea !ONE HOUR FIRE WALL FROM�\ BOTTOM S TO SOF UB FL. TRUSS TO SUB FLR. R19 GATT INSULATION y� BOTTOM :CORD- OF FLR. TRUSS. :l 6" 170NE HOUR- (2) LAYERS b YPE- x" �.W. S/a TYPE "X" DRYWALL JOINTS TAPED & SEALED S' m - 1/2" DRYWALL AT . -,"EACH .SIDE OF STUDS TO BOTTOM CORD OF. ®, - - TRUSSES _ 2 x 4 STUDS 16"c.c, JOIN TYPE eX" DRYWALL JOINTS .TAPED & SEALED \. FROM FLOOR TO UNDERSIDE i �OF ROOF DECK, NAIL WITH COATED 6d NAILS 7"C.C.S4" STAGGER JOINT2ON �' ' 4 Iq® 2 x 4 WD. STUDS. EACH SIDE e�1 1� �! AT 16"c.c.JJ �. b O (2) 2 x HANDRAIL GUARDRAIL � TOP PLATE SPx AT EVERY_7er4ILS STUD WITH (6) 10d NAILS P.T. 2 x 4 PLATE o TOP 8 SOLE PLATE CONCRETE SLAB FASTENED- TO SLAB V v� SPX 1611a.° - ELECTRICAL BOXES WITH 10d CUT NAIL \7 TWO HOUR i•IRC WALL / �9 Vd (2P MSTA18 ELECT, BOX TO BE `A--1 TO MEET S.B.C. 10.01.3.2.3 - / : R� '# 1141 1Od NAILS UL -DESIGN U501 FS , --a SP4 AT EVERY STUD RATED FOR A ONE HOUR ',� - FIN. FLR. 2 x 4 PS. STUD LAGGED WITH 161 10tl NAILS' : FIREWALL TO 8" L.M.U. WITH 3116 x 3" TOP b SOLE PLATE 2 x 4 P.T. PLATE. , TAPLON AT 48"c c - 121 2 x 12 HEADER 0 FASTEN WITH Od BOND TOGETHER ? CUT NAIL OR EQUAL WITH 16d AT 6"c.c. zW 2 x STUD5 CONCRETE SLAB (2) 2 x 4 FOR EXTERIOR WALL. O TOP PLATE - FIN. FLR. /�P.lh APPLICATION PROVIDE 8" C.M.U. WALL SEE CONNECTOR -SCHEDULE-! V APP1/2"LICATION PLYWD. ON FOR. FASTENER INFORMATION INTERIOR WALL D -TALL OUTSIDE FACE OF FRAMING LUMBER TO STUDS, -FASTEN AS PER BE MIN. 2 x 4 OR AS STRUCTURAL NOTES �' SHOWN ON FLOOR PLAN .` 2 x 4-STUDS IVVc . o - SIMPSON ^SP4 CONCRETE SLAB z 121 2 x 4 TOP PLATE FASTENER AT TENANT � � ��� J p���'Y DETAIL 77��,�� u{n 1Zj ash uimco coarwutous 1C reffeW➢�J®V�°l�Inj lCe�l o��� ' - 2.x i6"c.c: - EACH STUD ll e CONCRETE FILLED. CELL FOR APPLICAEXTERIOTION WALL ILT' C . P1- WO-PROON ONE HOUR FIRE RATING 2 x P.T. PLATE -. OUT Cl2X.F- CrV0.. 4N STUDS FASTEN AS PER U.S. GYPSUM NUMBER: GA WP3510 - Y9oe�.e,dim �.saYa,�. �,ca6r3M r ...STRUCTURAL NOTES €ACIt. IDELOFASTUDS- P.T. 1 X 2 � IlD 905�91�� LiFIN. FLR. ;.: ~ ' Pas,,rMw3rrxie a 2 STUDS -TYPICAL- PICAL TGT�ER A 7 7 T7CMMEN 1 x.. STUDS 16"c.c. -�. � 0 3000J; '-?ROUT FILLED '— BOLTS x 6" REDHEAD EXPAN 2 x 4 P:T. PLATE A FORCEL; 7E_C FLOOR PLAN -` BOLTS WITH 1/8" x 2" WASHER FOR IER :2TEF�- RQM NT._, AT 32"c.o. m �\ ... 1/211 D.W. VV WOOD T4 MA'SONRY Gffirt:L`CTION 1-6" coNcfteTe sLAs STUCCO FINISH RETURNED AT BEARING & -EXTERIOR WALLS W13 OF-1 TO WIt.''OW FRAME. AT \\�I v 1u EXl ERIOR 3 N 16 TREADS AT 1011 77 lQ�. 1o'-z"zn4FLonR. 3116" x 1 3/4' TAPCON-4-11 MAX.,.1 x 2 P.T. WINDOW BUCK 4=1 ` 2 x a PT. PLATE FASTENED I6 REBAR Ar -- D FROM END & 8"c.c. MAX. rs T`c'iUNDATION. WITH v2'x @ACH NOSING (AT SIDES & WINDOW HEAD) 811 ANCHOR BOLTS OR 1/2" 1 SIMPSON "SP4" / x'f EXPANSION BOLTS 32" O.0 USE-1/8° x 2".WASHERS ��tp�/� jT +T ({.�`. `�`y FASTENER AT i -•' 05 BARS AT n • i INDO WICK A • • AI• ""ENT its EACH STUD < - A : II __ e : 60 Wc.e. EACH WAY 1" NOSING • L ! d r It MTt9 WR $EARIN WALL OeTAIL , CONCRETE P.T. 1 X 2 (finn CONCRETE EXT R STAIRS FOUNDATION 3000# GROUT FILLED CELL, SEE FLOOR PLAN Ot�tp FOR VERT, STEEL RQMINTS CJ • a t2 z" 3/1611 X 1 3/411 TAPCON 41' MAX. , 0 (2) z x 6 9' 211 5'-0'1 FROM END & 120c.c. MAX. OR- 8d 1 x 4 P.T- BUCK LEDGE CASED HARD NAILS AT 12"c.c. 'PRE ENG. FLOOR I it :TREADS AT iOn TRUS W[THDCARPE TREAD, WRAP : DOOR 'BVV TT 1./ENT FIN FLR. 2ntl LEVEL N.T.S. 13I.2 x.12 STRINGER date revision 1" NOSING (TYP.I =y O K t- n SEE RAIL DETAIL a SEE ROOFING NOTES ON ' t f11 d TYPICAL WALL SECTION W $ TRUSS BRO.h drawn -SEE TRUSS PLAN .. checked ---------------- -. —__ P.W. _. 2 x 4 FRAME w 1/2" PLYWD. TO BTM. _ WALLS --__ O . CORD OF TRUSS; COVER- date n a WITH 1/2" D.W. TEXTURED CONCRFTErr/ FINISH, FASTEN PLYWD. Y febuor 24, 2000 4 o BEAM ---- A5 PER STRUET: NOTES,- wale _—� 'fFtCFb_ CLN4~ DETAIL job number 99108 12) 2 .12 1/2" DRYWALL "• 'k""T' " STRINGER sheaf INTERIOR UAIR_DETAIL 4 of ' i FOR ROOF 1 ' FOR p PITCH .,,. 8" x 1611 CONC. BLOCK RAKED BEAM DETAIL NOT TO SCALE GUTTER AND DOWNSPOUT SYSTEM _ METAL ROOF 181-011 — ` FLASHING Y (2) COURSES OF BEAM BLK. " WITH 11) #5 REBAR. FILLED WITH CONCRETE- EA. COURSE- —'- -' - i I 1 PRE`- ENGINEERED- I STEEL STRUCTURE LIGHT TEXTURED I / ' STUCCO FINISH -I. i. 1 j j it j 101-011 e- c • (2) COURSES OF BEAM BLK. WITH (11 05 REBAR. FILLED I WITH CONCRETE EA. COURSE j 811 x 16" CONC, BLOCK I #5 VERT. DOWEL 8" EMBED., IN FTNG. MIN. 20 BAR DIA I INTO. COLUMN BLOCK MIN. 18" ' SLICE LAP CONT. FROM TIE BEAM TO FTNG. AT 8'-0" MAX. j -. 1#5 LAP BAR -48 DIA. MIN.)it GROUT BLOCK VOIDS AROUND EACH DOWEL WITH 3000#- CONCRETE I j j S-1 0.00 GRRDE F3 L.___ I 1--------- F4 1 I L------------------------ J. CONCRETE. TILE ROOFING ON 30f FELT -WITH' 90t HOT`MOF- ON 5/811 CDX PLYWD. ON PRE ENG. WOOD TRUSSES 24"6, SIMPSON HETA 20 EACH - TRUSS 4" x 12" STUCCO DECO: BEAM, STYLE. BY -OWNER 6 ON 2 DRIP EDGE_/ ON 2 x fi CEDAR FASCIA VENTED ALUM. 7 SOFFIT (1) COURSE OF BEAM BLK.-- WITH (11 #5 REBAR. FILLED WITH CONCRETE. PRE CAST CONC.LINTEL� WITH (1) #5 REBAR. FILLED WITH CONCRETE OVER ALL OPEN SPANS 10'-5 1/4" 2nd FIN' FLOOR 91-811 8" x 16" CAST IN PLACE.J BEAM WITH (2) #5 REBAR AT TOP, AND 12) #7 BOTTOM 1 1/4" 5%8" 12 FACH, SIMPSON BETA 20 EACH. .TRUSS R 19 BATT FINSULATION 5121 COURSES OF BEAM BLK. WITH (1) " REBAR FILLED- ` WITH CONCRETE COURSE. 2 x BP.T. FRAMING WITH St/2" C.D.X. PLYWD, WITH �y PAPER BACKE6WIRE LATH I I SPRE CAST CONC. LINTEL WITH hl #5 REBAR. _ FILLED WITH -CONCRETE OVER ALL OPEN SPANS AND STUCCO, SEE STRUCT. DETAILS FOR ATTACHMENT x 2 P.T. FURRING _1 WITH R4 FOIL INSUL I UNDER 1/2" D.W. BEE GUARDRAIL -DETAIL 1 8" x 16" CONC. BLOCK 8" 4 LIGHT TEXTURED I �/ STUCCO FINISH - l: 1 -r 6" CONCRETE SLAB WITH A5 REBAR 6"c.c. BOTTOM j AND 12"c.c. TOP I (1) #5 REBAR. (1) COURSE OF BEAM BLK.- WITH 111 #5 REBAR. FILLED WITH CONCRETE. LIGHT TEXTURED Fc—�' STUCCO FINISH I �J F (21 LAYERS 5/8" C.D.X. PLYWD. GLUED S NAILED WITH 10d NAILS AT AT EDGES S. 12"c.c. IN FIELI (21 2 x 10 P.T. LEDGER FASTEN TO POURED BEAM BLOCK WITH 1/2" x 7" EXPANSION BOLTS AT 18"c.c., STAGGERED I x 2 P.T. FURRING WITH R4 FOIL INSUL. UNDER 1/2". D.W. -#5 VERT. DOWEL 8° EMBED, IN FTNG. MIN. 30. BAR DIA.. 16" x 24" BLK. CLMN, [III INTO COLUMN BLOCK MIN. 16" WITH (4) #5 VERT. DOWELS SLICE LAP CONT. FROM TIE IN=GONG. FILLED CELL&- BEAM TO FTNG. AT 8'-Q'1 MAX. (#5 LAP BAR -48 DIA. MINI GROUT BLOCK VOIDS AROUND EACH DOWEL WITH 3000# CONCRETE -8" x 16" CONC. BLOCK `WOOD BASE FINISHED GRADE 1 TO SCALE \AFTAI RrlftFMl (2I CDURSES_ OF BEAM BLK. WITH (1) 115 REBAR. FILLED - WITH CONCRETE EA. COURSE (2) 2 x 10 P.T: LEDGER FASTEN TO POURED BEAM BLOCK WITH 1/2" x 7" EXPANSION BOLTS -AI-- STAGGERED 1 x 2 P.T. FURRING WITH R4 FOIL INSUL.- UNDER 1/2" D.W. #5 VERT. DOWEL 8" EMBED. IN FTNG. MIN, 30 BAR DIA. INTO COLUMN BLOCK MIN. 18" SLICE LAP CONT. FROM. TIE - BEAM. TO FTNG. AT '8'-01'. MAX. (#5 LAP BAR 48 DIA. MIN.) GROUT BLOCK VOIDS AROUND EACH DOWEL WITH 3000# CONCRETE ...... J ............ Thee drawl". ore in.trumente bf n and are the property of the d.ojgner -the project for which they are prepai e..... led or not. They .hall not be other project., except by written agr. Copyright C 2000 9»ve LJCauli Deeign Group All right. 4.erued Vd ptzl lL� I p o o��ggppll! Be x 1611 CAST IN PLACE ® y CS RAKE BEAM WITH 12) N5 {� TOP AND (2) #5 BOTTOM 0 It - RIDGE OF MTL. BLDG. OIL p 23'-6 1/4" 17, own 11 0='� O(=1 b �PD i � b - PRE ENGINEERED - - STEEL STRUCTURE 0 v:J TRUSS 15 ARTnG my ®' I 10'-5 1/4" 0.00' whether ed be .teed for P.M y M O O �m t3� Iftimn "'Went kn IIimeo nroff Il®IlIlIR II1 (W A46# $.W: 8P. iIlIlbt &ouf. ](aacJe, 3649f Qp 0(� Q OF Ob Ph Ity l 3 00 drawn checked P.W. ---___ dale febuory 24, 2000 scale A2, NOTAD job number 99108 I sheet (3) 500's IN 3" COND. ALL WEATHERPROOF WIRING THROUGH 400 2 120 1201'�ioojam,too (�j,10o j" 20oj�'1� Office CA B C D Whse. 1st lot tat 2nd 2nd #2 COPPER WIRE ORND. TO FOOTER STEEL AND COPPER WATER PIPE ELECTRICAL RI_6.CR DIA®R HVAC SCHEDULES AND NOTES HVAC Units shall be Trane split system DX units, 10.0 SEER, with Heat Strip as indicated. Front area units shall be TTR024 with TWE024 with 5 KW heat strip, 208/220/1/60. Wbse area units shall be TTR048 with TWE048 with 10 KW beat strip, 208/220/l/60. Mount units on plenum stand for return air in front area and mount suspended horizontal in whse area with pan and float switch and drain. Provide fire dampers at all floor/wall/ceiling penetrations as may be required to maintain fire ratings of same - verify requirements (Pertains to all ductwork penetrations), especially thru floor penetrations. Provide single source power for AHU/Heat Strip with provision for individual disconnect at unit. Install all Units to be completely accessible. Lable all AHU's and respective condensing units with plastic lables. Refer to Architectural Sections for ceiling height restrictions - all equipment and materials shall fit in the space provided. Make modifications as required to accomplish same. Registers/Grilles/Diffusers shall be Metalaire or equal unless otherwise scheduled - all aluminum construction unless otherwise required to meet fire ratings. Support independently from ceiling system. SAD's (supply air diffusers) shall be series 5000, M-6, S-4, D-5, of the sizes shown. S-1: one way; S-2: two way, etc. Unless otherwise noted, SAD's shall be 6" x 6" (up to 125 cfm); 9" x 9" (130 to 290 cfm); 12" x 12" for 300 cfm and larger. Provide type M-2 SAD's for all drywall installations. Exhaust registers shall be RHD. Provide exhaust registers on all ceiling WIRE LIGHI T°PE PAN openings to exhaust systems or intakes. RAG's shall be type RHF of the sizes shown on the plans, provide 1" T/A filter. Provide condensate drain lines from each AHU run to landscape area at building exterior. Insulate all condensate drain lines above grade. Paint all HVAC grilles/registers/diffusers white. Exhaust fans shall be Greenheck or equal with BDD's, Model SP, 120/1/60, of cfm's scheduled at 0.125" SP. Provide 6" exhaust duct to 12/12 wp louver for each exhaust fan. Provide outside make up air for each unit - Set cfm at 10% or as noted. WIRE! LIGI- Provide volume damper at each connection to unit ductwork. Maintain HOUSE PAI TYP. minimum 10' separation from exhaust openings. Provide grille in soffit with 8" diameter duct to unit. Provide thermostat for each Unit - Honeywell, Trane or equal "On - Auto" fan and "Heat/Cool" settings. Ductwork shall have all joints and seams sealed with approved tape applied with adhesive to make joints air tight. Ducts shall be reinforced foil faced 1-1/2" fiberglass insulation board (R-6 minimum). Flex duct shall be UL 181 Thermaflex or equal with foil back insulation. Provide spin -in connection with diverter and volume damper for each flex take -off from the main trunk ductwork. The Contractor shall furnish a complete matched -component HVAC system in accordance with these drawings, local codes, and the latest editions of NFPA 90A 6 90B, ANSI 8-9.1 Mechanical Refrigeration, SMACNA, ASHRAE, and State of Florida Energy Efficiency Code for Building Construction - FLA - CON/97. 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 one year from the date of equipment start up and final acceptance. Manufacturer's instructions and guarantees shall be given to the owner. The Contractor shall be responsible for balancing the HVAC system to meet the criteria on the plans and shall return to the site to re -balance the HVAC system after occupancy to satisfy specific individual requirements. Provide firestats for all units per mechanical and building code requirements. "r-DIMS OFFICE (3) #3, #6 1 1/2" COND. A (3) #3, #6 1 1/2" CON[). B (3) #3, #6 1 1/2" COND. C t3) #3, #6 1 -1/2" COND. D (3I #3, #6 1 1/2" COND. WHSE (5) 03/01 #6 2" COND. S 7 9 tl 13 35 17 LLEC'T-RTCKL LOAD CALCUL MNS 21 WAREHOUSE 12t200 sq. FT AT 114 VA. 3050 VA 23 OFFICE 22,00 sq. ft. AT 4.5 VA 10,350 25 A.C. 6 HEAT 7,000 27 SITE LIGHTING 5,000 29 misc. 5.000 31 93400 = 3e9 AMPS 240 USE 400 AMP SERVICE 93,400 3 3s 37 PANEL' WNc,G MAINS, M.L.O. LIMAIN OR TYPE, SQ. '•D°' or IiE BUS RATING, 5� MOITE UNTING, M RECESS SURFACE VOLTAGE, L� PANEL' TYPE' SQ' �CE55 r D SURFACE MOUNTING. IDLESAMPS DESCRIPTION LTc f=Ce-7'T'e NOT 2 4 POLE 2 AMPS io DESCRIPTION �.aa ter.l pT 1 3 0 1 1 AM 2T DESCRIPTION 1 6 8 2 ►o pav lows 77 10 Z 10 A Au 10 k+A 9 ) ,•.� 1 12 Il t +sPAlk 20 ?AGE 14 4 /10 PVu t• ka I3 t 16 15 _ PA.cC 18 2 5o G U 'at L 17 ! i 20 19 ? A 22 12 so LC1 4t 21 Y ! 24 23 26 `L Scs cu 4t 25 ! 28 27 i t 30 L 51 l G1.c ®,� 29 34 36 35 38 IL€ L€ 0� 4E <F o� -e E oQ TO TO oW o4 X0 XO N O o W W N O _ N 'E N 9 I�1 3 u \ t LL N O ��•s.�.. �.w� N O N O E U 00 _ `�``\ I 1 NN WOO X q U U I D U 511C 100A FUTURE Co EL C. PANEL. Z1 Ll FUTURE / e o s• a j�. / t a 1 OIL NOv-v• O d 0 a ^o 1` o f N O N —..— L:L.IrV I iSli#Y1L. C{ 7' &IN-LsVIVtJ. I—L.M111 MAINS, M.L.O. LIMA IN OR BUS RATING, �i o♦ a VOLTAGE* ma,/=:141 t S0 CKT NO. P OLEAMPS DESCRIPTION 2 2 2a /L✓G u 44 6 0 Z Set #, µ 0 9, s !Ce. - 10 ! L0 GlyA C L . 12 14 16 : 20 _ 22 1 y 24 266 28 30 F-3634 ELI HOUSE PANEL glad -LI VEL. ELECTRICAL .PL.ANL.£VEL ELECTRICAL -PLAN 5 7 9 II 3 15 17 19 2l 23 25 2? 29 31 PANEL- orfice TYPE, S®. "D" or ITE MOUNTING, RECESS I] SURFACE A DESCRIPTION _ FUTURE — ELEC. PANEL MAINS, jj�� M.L.O. LTMAIN SR BUS RAT 11MG, VOLTAGE I ® 14 e CKT NO. POE AMPS_- DESCRIPTION 2 T 20 A(C ctA 74 4 To J e drawings are iner.rr..e bf service e the property of the de gner whether roject for which they are prepared be cured or nor. They shall not be used for proj..e, except by written agreemenr. right C 2000 - t LiCouei Design Oroup Tama Wench 1Imeo nee s.�. me. enna, tow. can (56n) 705-9093 i �nmtttttt� FZZI H M J � 3- o e� 'x ? t�i �tr b C P +v U lY N Y drawn a.l. checked , P.W. date febuory 24, 2000 scale 1/80 = 1' job number 99108 sheet �? of E I n A n 0 N a n 0 N n 0 N F3 F3 1-OUNDATION & FOOTING PLAN SCALE: 1/4" - V-O" .................. .......... ..................... _........ _............... ............... a...... ... ................... i................ .... Theea drawinge are inelrum&nta 6f eorvlee and are the. propery of the de gner whether the pralect for which they are prepared be exnculed or not. They &hall not be used for ether projedro, except by writted agreement. Copyright C 2000 grew L .Ai Design Group All right* .r6e.,.d © L •%4---eiopa_ i --- i [C-1 r---------- ---F, ------ i C-1 i-------r-F1-- I -----1 C-1 I --------- Fi-------1 C-1 i---------Fi-------- C-1 i---------F'-------- i C-1 1-------Fl------i C-1 i� - _ _ _ri_ 1 1 I. I t 1 r ------ --------- -- I I -' I I I I 1 I 1 I I 1 I I 1 I I I t I I ; FS 1 1 F5 1 I I I I 1 F5 1 1 F5 I I F5 1 1 I I 1 1 L---- J 1� r-___ o L---- I ---J I I L---- 1 1 _-_ J L---- I I ____ J L-� i i--__ J L---- J i' ____ J----- -1 0 p n---- i a t I 1 I I N I C-3 i I I I ®`v--� 1 F4 i 11 1 t I I 1 I 1 I I I I 11 11 I I 1 1 1 , 1 RECESS 11 1 I 1 1 1 I I I • I1 x I SHWR. I I I I I I I I I I I 1. C -2 -. 1 I I I it I 1 Fr---A I 1 1 1 1 1 _J r--- 1 r--- i r - - - 1 r - - - r---F4 1 L__----1 i F3 1 1 t I I I I I I I I I 1 1 I ' 1 1 I I 1 I I 1 I 1 I 1 I _ v w 1 L--- 1 l I r---1 I J I 1 L--_I l 1 J r---I 1 L---1 l I J f'--1 I I L--- J I I I I t I L--- J ; i--- 1 1 1 F1 0 b 1®IF3 I t r 1 1 I I f I I r---I I I I ,- -----_ I I I I I I I S'1. 1 1 I I I I I I cJ_1 � r r I I I t ... S-1 1 VE r__-___J F4 F3 a� a 1 P 1 1 I I I I I 'i� 1 I I I t F2 I - n r I l t F2 l l l l F2 F3 i i F2 I i 16 i C- o o I I I r------ 11 I I I I 1 I I i, L------ 1 1 I 1 1 I r 1 ' 1 3%1 - tr ( 1 1 I 1 1 1 1 1 I Ir 37 - lD , I 111 I t1 i i 9 i i r tl - -10 I I 29'-0" ; -- -- —i 1� -� i io L1 �i- O F1, I 0 N 1 1 I I 1 TYP. 1 I I I I t I I I I I I I I I I I I 1 I' L------- I L___ i 1 J i ---- I L_-_ I J I L-__ i I i--- 1 f n r___ L--- J L--- 1 n r--- r ----J F4 t f 1 C- I Fc-2 ICJ I j F2 I i F2 F-2j I I. F2 I I I F2 L------� I i F3 r i i I 1 I I I I I I I I, I I 1 1 , _ I1 r l--- T I I r----� l o ,,, I F----� I `- -- I I r----� I .., _a.. �.� L -I I F---- j`---- I I r----' I I `----1 I I I I r----J `----t 1 r-------- \ 0 o N I I 1 I I I I i I I I I 1 I 1 -- -- i C-1 i Ft i C-1 i F1 i C-1 i F1 L i F1 C-1 j F1 j C-1 i F7 i C 1 C-3 ,.. - .. L----------------------------J L---------- -----------J L-------`--'---- I -----J ®--- ra---- w --- n -_J 1 L-------------------J a fi e ra TT L--------LJ------- _J L---..._. ra f� No ® oa ra n .-_.-------- , GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW "STANDARD BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH- ALL APPLICABLE AMENDMENTS ' 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT THE JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STRUCTURAL NOTES 1. DESIGN LOADS: ROOF IOL • LLl - 47 PSF FOR METAL 55 PSF FOR TILE WIND VELOCITY - 110 MPH SUPPORTING STRUCTURE - 110 MPH ROOF SYSTEM 2. SOIL BEARING CAPACI rr : 2500- PSF 3. ALL STRUCTURAL CONCRETE AND GROUT SHALL HAVE A MINIMUM COMPRESSIVE- STRENGTH- OF 3,000 PSI AT 28 DAYS. 4. SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 P5I COMPRESSIVE STRENGTH- AT 28- DAYS: SEE PLANS FOR SIZE AND STEEL REQUIRMENTS 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS FOOTINGS : 3e BEAMS : 1 1/2'r 6. LAP ALL REINFORCING STEEL A MINIMUM OF 2511 7. ALL STANDARD LUMBERSHALLBE SPF l3,OR STUD 'GRADE WITH A MINIMUM lab-1200 PSI, OR BETTER. S. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. -9. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 10. UNLESS OTHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. 11.BEARING POINTS OF 'HEADERS, GIRDERS, AND BEAMS SHALL HAVE VERTICAL SUPPORTS SUFFICIENT TO SUPPORT LOADS AND SHALL BE PROPERLY ANCHORED FOR UPLIFT AS SPECIFIED. UNLESS OTHERWISE NOTED FOR FRAME CONSTRUCTION, PROVIDE AN EQUAL NUMBER OF VERTICAL STUDS AS PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS TWO OR MORE PLIES. 12. ROOF SHEATHING TO BE NAILED AS PER NAILING DIAGRAM. 13. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS- 41-o.c. EDGESAND12"o.c. -MAX. FIELD 14. FOR. RIDGE VENT INSTALLATIONS_ BLOCK WITH 2 x 4 r2. HP OR BETTER 'BETWEEN -TOP CHORDS OF TRUSSES ALONG THE EDGE OF THE-PLYWD. DIRECTLY BELOW THE VENT. IS. IF ADDITIONAL .STRAPS ARE REQUIRED, PROVIDE ill MTS16 WITH 14) 3/16" x 1 3/4" TAPCONS AND 171 10d NAILS FOR EACH 1000r OF UPLIFT ' 16. BONDALL MULTI. PLY 2 x-BEAMS'& HEAOERS WITH led 6"c.c. Foundation ! Cotuml Schedule NOTE: heights are ab.ee Ir below main finished floor Mark' Size Reinforcing Top Elev. Remarks F-1 1•-4"t x 1•-4"w x L (2) #5 cont. F -2 12"t x 1•-4"w (2) #5 Cont. tie rod Ft-ng., ha®k around anchor bolts F-3 l'-6"t x 2'-0"w x L (3) #5 cont. F -4 2'-0" t x V -4" square #5 bar 6"o.c. each way at bottom #5 bar 12"o.c. each wayat top hook anchor bolt Under btm. mat F -5 2'-0"t x 9•-6" square 5 bar 6"o.c. each way at bottom 5 bar 12•'o.c. each wa at top hook anchor bolt under btm. mat Details C -1 steel endwalI column min. (4) 3/4" x 18" anchor bolts pre eng. see structural C -2 intermediate rigid frame min. (4) 11/4" x 24" anchor bolts pre eng. building systeml C -3 24" x 16" concrete block (4) #5 Vert. hook into footing, fi11ed cells 'I C -4 8"-x 8" concrete block cell (1) #5 vert. hook into footing, fill cell S -1 4" 3000# concrete 6" x 6" 10/10 w.w.mesh .006 visquine under TRUSS TO TRUSS CONNECTIONS ARE THE RESPONSIBILITY OF TRUSS COMPANY LOCATIONS AND CONNECTIONS ONLY UNLESS SPECIFIED IN A CONNECTOR SCHEDULE, STRAP TRUSSES FOR 10000 UPLIFT AT EACH BEARING WITH Ill' ETA16 WITH (Ill 10d NAILS OR Ill MSTAIB WITH (141 10d NAILS PER STRAP AS APPROPRIATE TYPICAL OUTLOOKERS 2 x 4 AT 2411 o.c. 4000 UPLIFT EACH BEARING SECURE WITH H3 FASTENER AT TOP CORD OF DROP GABLE END AND TO JACK TOP CORD WITH 131 16d NAILS TYPICAL GABLE END Ill STRAP AT 24" o.c. ETA16 WITH (4) 10d NAILS OR WITH MSTA18 WITH 181 10d NAILS PER STRAP AS APPROPRIATE TYPICAL COMMON AND END JACKS AT In -On OR LESS - 400r UPLIFT ETA16 WITH (,0 10d NAILS OR WITH MSTAIB WITH (8) 10d NAILS PER STRAP AS APPROPRIATE A C B TYPICAL JAM DOMAINS LOCATIONS jJOTF- PQV-::-EI--� 1fJ5-1?�gP-17 h'IL %I.DCo r (At..1N F¢..ar-AF-S 6Kr"L,L %r- oE-5tr.,ra D To SUf Fo1V-T Ar w/-IaA01NJ2, do Z5-e W PZF LIvF- I-6AIt , FW<a ilmn Felr- DF-Aap t oP.0 t-t)F- Ft1Tl)C•-c`_ STIEE..!_ 60L, FoC SeC,o1-�C� fLa>{Z r'l — t :? 01,MEN j l :y P s ate. r Iltr 1= i C — : r, t •Itrow - — RN rl. fyl:atil ��'c•I��In tort•. {°roif'• o1ui:,il l�,nlaiu�ctc'r ��11 I Iti1-II)t�ii)Iti l +V V r �J ICI r . l�. I. 1eeeW ti t• w � J a � � r date COI I revision [1 p[oo jaoV FDQrVr-PS 'Fob F1(zawwt.C,g 11flb�i� R�trlovE 4 AOD l'�r�-s r-ems STI drawn 5.1. checked P.W. date febuary 24,2000 scale t/aR job number 99108 sheet I of 0 RCS t r _ ..:.....:,.........:.................... _., ......... ...................... .......:.. .-:......................::.........:......................................: ...... .._ ..... ...........:.................... 4 e : These,. era n9 are her,rn.nc bf service - and ore the property of the designer whether the project for which they are prepared be oche or not. They shall not be a used for other ghtc'protests,2000 except by written agreement, Cove Lf Cly'le All rihta r0aervetl f Si_pn 29'-4' Sreve LiCau i Design Group 152'-8° 9 n n i n n n i n i n i n u n n 45'-On 4'-5" &1-r7 If. 41_511 1' 4 3'-8 1 4 3'-5 10'-3. 4-6 2-8 4-6 14'-8 4-5 33 GLIDER \J ... - IF _ r N 306rp ONE HOUR _ �. o I LLJJCC�iJ7 a _ EMING . - - ; 0 o 6030 GLIDERIRE a EXT.m o I I I ONE HOUR a F I a CEILING F FIRE - - - r a Fxr. N 1 -p, 2 24 ' 4'-4" 8s 2r_0i 4i_2n •n - " xFRAINE €r I .. • e i o O 740M-IU- TCWIRE GLASS f% I {i�f_ f � p N 24. SH O -. T-8".. \\ - .r> 41_811 2 _4a 3'-Se nl 0 1 5068 6 at = a 24 SH CHAR -. uAfK_.STOR •n pu ga(n' .' i ARE r I Jt-t _ ® ONE -HOUR j o p EI - NGdo . -I n 6.. 4 I _ ONE HOUR WALL. - �X I 4r-2n 2 1Oa 8' N t ai N i 24 S11 ONE HOUR I i _ CEILING a 066 at ut - d N I of 24 SH - - qtl of 24 SH i ONE HOUR WALL I - n F-0 7_�PQ -a' - � 24 SH I x e 0 N o 7t ( i 4- 411 I l J pQa dr ram 40 i I I ut o i4as a _ at < O} TtiL 6f `37' {Off 8n 371-lot, PffimIl Wench Himeo ,-. 4a �'"'' .�i� ,',. II909S.�Y. 3•II.IIlIlbr 1CIm9. ][.Brllas'$441r L 705-9090 n of 24 SH N... - I DR P / H'(��'D.___ "4070TL TFbd N I j j I �s , in .ry 306�, O Psi DQQH� ' — ? Iwo `CCE2A'r£�7 F' 9P re 3P_a7. Fir-Ct,00tit0,Tr� ?.LOCK oar ��- Co1LvsT-a0cTrSP MP- UL DE'lAtL9o5 i TYP. mucxcI�80 w�Ga4Fe 4G ._ pETr+tt- t,.9/ Pou2cp SAKE f31" etc Nr>-eCww¢E. 02' 4'-O° - _. 5,_0 i, 8„ 28i_Ou gn 152i_on 8" ,�• r i � FIRST LCVCL PLAN C Design No. U905 n p - - SCALE: 1/8" f-O" Bearing Wall Ratin 2 HR. Nonbearing Wall Rating-2 HR NOTE: Var i fy al I pre engineered structural data i I s I q�— , ah— Q"� 0 C� CM @J gG'-D" I h s I nod and secrf ed en I ricer (n o c� , �l ob and dImensIons w t g g g ������.y/ � t U Horizontal Section •' �+ v Sgi_gn ipi_qu o f building m f r a 4 .� 1. Concrete Blocks' —Various designs Classification D 2 (2 hr). See Concrete Blocks category for list of eligibe manufacturers. 2. Mortar —Blocks laid in full bed of mortar, nom. 3/8 in, thick, of not Isss the 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by vob ume) and not more than SO percent hydrated Time (by cement volumal. Vertical joints stag- } Bared. _ 2A. Mortar Mixture'—(Alt.mate to Mortar —Item 2F-not more than 130 Ibs of sand and B gal of v water to 76 Ibs lone bao) of mortar mixture. 0 - SEE RAILING is - Cemtek Laboratories, I.C. DETAIL ! 3. Portland Cement Stucco or Gypsum Plaster —Add 1/2 hr to classification if used. Where Q r.• ^ a r SEE RAILING _ combustible members are framed in well, plaster or stucco must be applied on the face oppe- 4. Loose Masonry Fill —If all core spaces are filled with loose dry expanded slog, expanded clay r ip. or shIts a le 11Rotary Kiln Process), ng to acifleve a max. Classification repellent vermiculite masonry fill Insulation, or silicone DETAIL 0068 TEMP. - - �g O S.G.D. O , treated Perlin, loose fill insulation add 2 hr to classification. 'Bearin the UL Classification Markin TEMP. n ° OIL BASE, SEMI GLOSS OIL BASE, SEMI GLOSS B g PAINT ON DRYWALL PAINT ON DRYWALL - date reviei on TO BOTTOM OFF 12' GRABBAR �. REFLECT SURFACE _ �I I p' t✓IRF WPL,(� : a s DM.. s 30" GRAB BAR 11 15r0 fZE(AC4TC bTAI{LC� Ir/ �lSECS ` ' TISSUE HOLDER TO G,TEv BE 25" FROM. -:REAR -. WALL so ' ea pETAI L. a iv rawn 3068- 3068 e.l. a DISABLED ACCESSIBLE checked 24 S.H. 24 S.H. 24 S.H. 121 24 S.H. (2) 24 S.H. WATER CLOSET SEAT AT SHEET VINYL PLOOR P.W. o <' INSULATE HOT WAT€R ACCESSABLE LAV. date 77 i/2° TO 19" AND VINYL COVE BASE 4 iv SEE RAIIt G ni a SUPPLY AND DRAIN febuary 24, 2000 DETAIL ff7o— - --- ACf.ESSABLE� SATti DL�'f'AitS: 1 aMalel; ie '-0' 71-10 1/4o 3t_21,r 7e '-101. y_211 41_51i 3i_211 2' 16" 3'-2" &-H il4" 3'-4° job number ° -OI 93'-7 1/4" '-0' 13'-7" '-O' -13'-7 1/4" '-0' 8'-2 1/4" 13'-7 11411 g'-5n � 99108 sheet 48'-9 1/211 31'-2 1/211 of w% rho SECOND _ LEVEL PLAN s ., SCALE nor = t' Om i i FIQE �ATE1� :NPU. �TtPo PIE,. gat_ `ios v 3�t L�r j I I I i . .......... ....._......_.. _.. .._.._ ............. ................................................ ..................... ... ......................................... ..................................... ......... ...................................................... ............. _.. .._..... ........ i • 1'II�'III II II'I 7 �'7If'' '�'� IIIIIII F[IttITI 1 I II I I I I _ H_ SOUTH = EI.LY�kTIO1V SCALE: 1/411 1'-0" 4 b i t'- , NORTR I SCALE: 1/4" c n CAb I M r.VA I &VIM SCALE: Non - V-0" 8'-8e M-11� 3'-0,. T-11" qn 5'8" 5/8" WEST ELEVATION -. SCALE: 1/4" • 1'-01 xrc 1- u m3m - 0 � 0� O ie U %v idl xi0 N�«x.ot- _ 00 O u IL O dl o dt U O� OV �• xQ N xQ r ZQ Z A 0 cV w N ww_ a0 Flu M Nu'; 2 u'; _ x0 F~XmF Na3w�< en 3i_gn `a POURED CONCRETE SLAB, THIS SECTION m tlI N - FLOOR FRAMING PLAN a it N N J b lif J a 211 moo■ LI I I I I I I I I I I I Illi'.I I I I I I I I l l l I I I I1U I IJ I'II I III It"II Ilil I liil i'I HI, Il uiillnillulnnlnnnilllli'uli SEE GUARDRAIL .DETAILS-\ TILE ON TORCHED OWN. RUBBER ROOF MEMBRANE ON 3/4" T&G DECKING -GLUED & NAILED WITH 10d NAILS AT 61-c.c. EOGES� AND 8-c.c. W FIELD - ONE HOUR- 121 LAYERS, - • �,.• We" TYPE'"X".DRYWALL JOINTS TAPED 6 SEALED 2 x 12 FLOOR JOISTS. 161-c.c. PITCH JOISTS P' V. DRIP EDGE 121 2 it BLOCKING BTWN, JOISTS _"SIMPSON" HETA20 EACH JOIST. -1 — ......... ..........IM.6. .............. These drawinge are inetrumente f service and are the property of the d. finer whether 1 ct for which the are •. 1 area be Pro Y prepared excecutetl oN not. They shalt nPl bee etl for otherprojaere except by written agreement. CopyrlgM-b 2000 stove tt r. D sign Group All rgMs reoervaa �ffi @'C�II' 18'-011 SAVE A9C &w.]/�"M SLSm. Z 41u 8 OF 1 ep pyer�_ d V date revision II�rS�eD FL-cor- FRAIeti,I 4• FIr- M McCoeA.TloN drawn SECOND LEVEL DECK checked I E ......... ..........L ............. .. HANDRAIL SHALL HAVE A fjl CIRCULAR CROSS SECTION WITH A NO C 1 TO 3", OR A NON CIRCULAR CROSS SECTION WITH A 1 ' PERIMETER DIMENSION--OF41I O OI N BUT NOT MORE THAN 6 1/411 j AND A LARGEST CROSS SECTION _ ---------------: DIMENSION NOT EXCEEDING 2 11411 ---------- EDGE SHALL HAVE A MIN. RADIUS n rA n in : �. of va 1-_-�_-.____� 1 I 1 1 i 4 O "1 4 RIDGE I 0 1 w o I I i 1 1 — —If 02 <�,OO" ZONE 1- USE 8d NAILS AT 611o.c.. (IN FIELD) 611 (EDGE) N 0 (0)ZONE- 2- USE 8d NAILS . O (0)ZONE 3 USE -8d NAILS AT 61to.c. AT 4"1 o L SUB FLOOR ONE HOUR FIRE WALL FROM BOTTOM CORD OF FL. TRUSS TO SUE BOTTOM CORD aF-.FLR: TRUSS'— x 4 ifi"c.e, ON DE OF TRUSS BALLUSTER TYP: ti AT 411c c. MAX. FASTEN TQ-.TOP & SHOE RAIL WITH (1) 2 1/211 #10 DECK SCREW 3 x 3 MIN. WOOD INTERMEDIATE POST 12F LAYERS EA. - SIDE- 5!8" -TYPEuku D.W. JOINTS TAPED S SEALED SHOE RAIL FROM FLOOR TO UNDERSIDE. OF ROOF DECK NAIL WITH FASTEN TO WALL AND COATED.6e NAlis 71'ce- INTERMEDIATE POST WITH STAGGER JOINTS 24" ON 2 x 4 WD. STUDS EACHSIDE t/2P- #.lQ DECK, SCREWS Ar 16111 FIN. FLR. (2) 2 x 12 BAND BOARD -ROOF -NAILING DIAGRAM 7/�.,) � }e�I�� I -. ELECT. BOXCAL BOXES TO MEET SB.C. 1001.5.2,5 -� FASTEN WOI POST TO BAND. ELECT. Box TO fie N.T.S. FIREQ FOR A ONE HOUR BOARD WITH 121 3/8" x 4" Flft€WALL THRU BOLTS WITH NUT. & WASHER z x 4 P.T. PLATE FASTEN WIT#-10J- Y' COUNTEWSTNK- BOLT -HEADS FLASH CUT NAIL OR EQUAL F (�L�� GUARDRAIL FIN. FLR. (2) 2 x I+ANDRAIk...&1 G ARD L-DETAILS- . TOP PLATE SPx AT WITH 16)EfOdNAILS RY D TOP S SOLE.. PLATE. CONCRETE SLAB Spx 16"a.c. TWO HOUR INIRC WALL . 121 MSTAIS UL -DESIGN U501 1141 tad NAILS SP4 AT EVERY STUD WITH 161 104 NAILS 2 x 4 P.T. STUD LAGGED TOP & SOLE PLATE TO 8" C.M.U. WITH 5/16 x 8 TAPCON AT 48"c.&. 121 2 x 12 HEADER 0 BOND TOGETHER Z - WITH 16d AT VI z 2 x STUDS (2) 2 x 4 LL TOP PLATE 0 _ SEECONNECTOR-SCHEDULE. FOR EXTERIOR WALL.. 9" dM.U. WALL FOR FASTENER INFORMATION APPLICATION PROVIDE - 1/211 C.D.X. PLYWD. ON n " OUTSIDE FACE OF 0 FRAMING LUMBER TO STUDS, BE AEft BE MIN. 4 x 4 OR AS STRUCTURAL NOTES SHOWN ON FLOOR PLAN 2 x 4 STUDS t6"c c. 5IMPSON "SP4" o (2) 2 x 4 TOP PLATE !` ^.STENER AT • Z CONTINUIQUS .r,,CH STUD 2 x 163IC.c. CONCRETE -FU-I FO CELL FOR EXTERIOR WALL i� 1!2 Lc.0@ J:_ PLYWQ ICATION vary 7 2 x P.T. PLATE OUTSIDE FACE OF - .. STUDS, FASTEN AS BER STRUCTURAL NOTES 1/2" DRYWALL AT . EACH SIDE OF STUDS- -• FIN. FLR."; F 2 x-4STUDS O TYPICAL- EARNt ATTAGHMOT 'a 6/8" z 6" REDHEAD EXPAN. 2 x 4 P.T. PLATE _1 BOLTS WITH 1/8" x 2" WASHER AT 52111 N v:. VVt�1\ir.V 1 ION gyyV �VMASONRY ~ AT BEARING & EXTERIOR WALLS - w N 2 x.4 PT. PLATE FASTENED TO FOUNDATIONWITH /Z"x e" ANCHOR BOLTS 1 3 - SIMPSON "SP4" 7 6" EXPANSION BOLTS S 32" FASTENER AT uA... USE 1!8!' x 2. WASHERS •" 1 - +^�, EACH STUD , d F3 � a .. .. 0",—, r s.'�__ ..; fiLTtgWR -BEARING WALL DETAIL 121 2 LED( -PRE ENS. FLOOR TRUSSES\\y\ \ e I y e SUB FLOOR ONE HOUR FIRE WALL FROM BOTTOM CORD OF FL, TRUSS TO SUB BOTTOMI:.CORD . OF FLR. TRUSS — 2 x4 WD. STUDS - AT 1611d.c. ELECTRICAL BOXES -- TO MEET S-B_C. 1001,5.2.3 -ELECT. BOX TO BE RATED FOR A ONE HOUR FIR)=WALL 2 x 4 16"c.c. ON SIDE % OF TRUSS r-R19BATT INSULATION "\ONE HOUR- 12) .LAYERS 5/8" TYPE "X!! DRYWALL..: JOINTS TAPED & SEALED 5/811 TYPE 11)0 DRYWALL JOINTS TAPED & SEALED FROM FLOOR TO UNDERSIDE OF ROOF DECK, NAIL WITH COATED Gd NAILS 7"c.c. STAGGER JOINTS-24' ON EACH SIDE 2 x 4 P.T. PLATE FASTEN WITH :10d CUT NAIL OR EQUAL FIN. FLR. CONCRETE"SLAB TENANT -SEP RATION DATA. ONE HOUR FIRE RATING U.S. GYPSUM NUMBER: GA WP3510 liVRfrIRC 1 G FI4 L,GRiVEF 40LI P%&F V -- TREADS AT 10" /-WITHDTREAD, WRAP CARPET )3) 2 x 12 STRINGER /-7" NOSING 1TY SEE RAIL DETAIL 12%LATEC� n In1c 1-te�� 3-0 H I FIN, FLR, 2nd i ..........................................._.... _.. ............... t-h es drawl rig& are inetramenle bf service and ore the. property of the de finer wh.th.r theprojectfor which they are prepared be 2 x 4 TOP- PLATE R19 BATT INSULATION •xceculed or not. They &hall not be ueed for .,her project.. except by written agreement Copym�t,rC 2000 ' WOOD. TRUSSES 2411c.c, Blew Lx.I Deeign Group All right. III DIn Ej d 0 IN- 1/211 �DRYWALL AT .EACH .SATE- OF STUDS - q TO BOTTOM CORD OF. 4cy TRUSSES O 2 x 4 STUDS 16"1 qv ® ®, .. 0 r=* <' 8 mob Jill P.T. 2 x 4 PLATE FASTENED TO SLAB h�4J11 b WITH 10d CUT NAIL FIN. FLR. CONCRETE SLAB \J INT 1 I E?R L DETAIL CELLtEE L FELLED CELL, SEE FLOOR PLAN --� FOR VEI:T. : TEFL RQM'NTS STUCCO FINISH RETURNED x TO WIN0Q V FRAME AT —� EXTERICR 2" FLOOR 3/16"-x 1 3/4-" TAPCON 4" hAA�4, FROM -END"-6 811c.c. MAX. T. 1 x 2 11 D.W. 1 x 2 P.T. WINDOW BUCK (AT SIDES & WINDOW HEAD) P.T. 1 x 2 30004 GRQUT FILLED- i CELL, SEE FLOOR PLAN FOR VERT. STEEL RQMINTS, 3/1611 x 1 3/411 TAPCON 411 MAX. / FROM -END & 1211c.c. MAX. Oi; Bad x I P 1 U,UCK CASED HARD NAILS AT 1211c.c. N.T.S. SEE ROOFING TYPICAL WALL lull.-- I"1-a)'cltiialn�ll I:ut�aiuic�cl- cv 1 � n l 1 715�-19Ti` date revision 11'l S�OO jCCV14 r•D 1N1"ER10 hiA1� 5ECTI� t TRUSB.. TRUSB BRNG� drawn -see-TRU� s.l. checked ------------ ZX4 FIRE MATED rit Al.L�-j 56�1.SA -1-0 FLQ?R DELI= a n w m ., i/2" PLYWD. TO BTM. - CORD OF TRUSS, COVER-. date WITH 1/2" D.W. TEXTURED fe5uary 24, 2000 CONCRETE FINISH, FASTEN PLYWD. 5EAA4 AS PER STRUCT. NOTES.. scale a DETAIL: RAKED DCAM NOT TO SCALE 'a" GUTTER AND DOWNSPOUT SYSTEM METAL ROOF m 181-011 JBLK FLA121 COURSES OF BEAWITH (1) #5 REBAR. WITH-0ONCRETE-EA— I - I. PRE-ENGINEERED I STEEL STRUCTURE i r LIGHT TEXTURED ' s STUCCO FINISH 1 1 1 ' 101-011 Ai i. 121 COURSES OF BEAM BLK. WITH (1) #5 REBAR. FILLED i WITH CONCRETE EA. COURSE i C-21 8" x 16" CONC. BLOCK I 1 #5 VERT. DOWEL 8" EMBED. IN FTNG MIN. 30 BAR DIA. INTO COLUMN BLOCK MIN. 18" F SLICE LAP CONT, FROM TIE BEAM TO FTNG: AT 8'-0" MAX. j -1#5 LAP BAR •48 DIA. MIN.) j GROUT BLOCK VOIDS AROUND '.e EACH DOWEL WITH 5000# '. CONCRETE { 1 I 1 i i _s. 0.00, GRADE �aJ L--'- • • I 1 1 L------------------------ i END WALL SECTION NOT TO SCALE t:e f CONCRETE TILE -ROOFING ON 30# FELT WITH 90'# HOT-MDF ON 5/8" CDX PLYWD. ON PRE ENG. WOOD TRUSSES 24"C.C. -ZETA 20 4'- x 12" STUCCO DECO. - BEAM, STYLE BY -OWNER GALV. DRIP EDGE_erS ON 2 x 6 CEDAR FASCIA VENTED ALUM.. SOFFIT // (1) COURSE OF BEAM BLK.- WITH hl #5 REBAR. FILLED WITH CONCRETE. - PRE CAST CONC. LINTEL WITH 11) #5 REBAR, FILLED WITH CONCRETE OVER ALL OPEN SPANS 10'-5 1/411 9'-811 FLOOR SIMP50N HETA 20 EACH TRUSS R 15 BATT FINSULATION II5% '" M.R.WDRYWALDERPLYOOD � h-A '1-Al (21 COURSES OF BEAM B 1 ITH(1) #5'REBAR. FILL j WITH CONCRETE COURSE 2 x 8 P.T. FRAMING WITH PRE CAST CONIC. LINTEL f/211 C.D.X. PLYWD. WITH i WITH 111 #5 REBAR. �y PAPER -BACKED -WIRE LATH _ FILLED WITH CONCRETE. AND STUCCO, SEE STRUCT. �- OVER-ALL OPEN SPANS DETAILS FOR ATTACHMENT 1 x 2 P.T. FURRING WITH R44 FOIL INSUL. I UNDER 1/2" D.W. I BEE GUARDRAIL DETAIL 16" CONC. BLOCK LIGHT TEXTURED j STUCCOFINISH- -` t I 6" CONCRETE SLAB WITH :1 45 REBAR 6"c.c. BOTTOM AND 1211c.c. TOP - SLOPE I ILI -� (11 #5 REE III COURSE OF BEAM BLK.- WITH 111 #5 REBAR. FILLED WITH CONCRETE. e" x 16" CAST IN PLACE /- BEAM WITH 12) 45 REBAR- AT TOP, AND 121 #7 BOTTOM LIGHT TEXTURED STUCCO FINISH LG -_ �51 1611 x 24e BLK. CLMN. WITH 141 05, VERT. DOWELS IN CONC. FILLED- CELLS,- � r 5� FINISHED GRADE -- -_-- PRE ENGINEERED VALLEYTRUSSES 1N4 (2) LAYERS 5/8" C.D.X. PLYWD. GLUED 8. NAILED WITH 10d NAILS AT 6"c.c. AT EDGES 3. 1211c.c. IN FIELD 121 2 x 10 P.T. LEDGER FASTEN TO POURED BEAM - I- BLOCK WITH 11211 x 711 - I EXPANSION BOLTS AT 181-c.c., STAGGERED I T x 2 P.T.- FURRING I WITH R4 FOIL INSUL. UNDER 1/2-e D.W. i 15 VERT. DOWEL 8" EMBED. IN FTNG. MIN.. 3Q BAR DIA.. I INTO COLUMN 'BLOCK MIN. le" I SLICE LAP CONT. FROM TIE BEAM TO FTNG. AT 8'-Q" MAX. 1#5 LAP IiAR -48 DIA. MINI �. GROUT BLOCK VOIDS 'AROUND EACH DOWEL WITH 3000# CONCRETE 1 1 j 8" x 1611 CONC. BLOCK j WOOD BASE i _ - I I L._._._ • • S-1 CROSS SECTION NOT TO SCALE ....................... ....................................:............, .......................... .......:. Thee. drowinge ore instruments f service and are the property of the deegner whether "the project for which they ore prepared be exceduteE or not. They shall not be ueeE for other projects, except by wMlten agreement. Copyright c 2000 Store UCaudi Design Graup All rights r-served pb 8" x 16" CAST IN PLACE �q METAL RD RAKE -BEAM WITH 12) -05 ®F----#- INSTALL ASS PER PER MFG. SPECS TOP AND (2) #5 BOTTOM d OF MTL. BLDG, 2 2-6. 1/4" 0 TIPREERED UCTURE TRUSS 2.BPAM BLK, I _ iAR. FILLED/I E EA. COURSE I j 1 I m ENGINEERED OPEN FLOOR TRUSS 241c.c: . (2) 2 x 10 P:T. LEDGER--/ _ FASTEN TO POURED BEAM BLOCK WITH 1/211 x 71, EXPANSION BOLTS AT" STAGGERED 1 x 2 P.T. FURRING. WITH R4 FOIL INSUL.� UNDER 4 D.W. 45 VERT. DOWEL 8" EMBED. IN FTNG. MIN. 30 BAR DIA. INTO COLUMN BLOCK MIN. 18" SLICE LAP. CONT. FROM TIE -� BEAM TOFTNGAT. 8'-011 MAX. \ (#5 LAP BAR 48 DIA. MIN.) GROUT .BLOCK VOIDS AROUND EACH DOWEL WITH 3000# CONCRETE W000 BASE FIN. FLR. 2nd LEVEL ---- TOP OF LEDGER v a- FiN f-c LNG._1et LEVEL 0 e� 18'-6 1/4" 101-5 1/41, 1 n V li, lnl J.))r, PV a OffeWNDI &R ffW S.W. SL #114 ftrL II.udq 3 G 6C� v 0 drawn 0.1. checked P.W. date febuory 24, 2000 scale As_bf 0r�p-, job number ebeettalled 99108 e sheet of 13) 5001s IN 3" COND. 400 2 ALL WEATHERPROOF WIRING THROUGH PEEDERS OFFICE (3) #3, #6 1 1/2" COND. A (3) #3, #6 1 1/2" CONO. B (3) #3, #6 1 1/2" CONO. C (3) #3, #6 1 1/2" GONG. D (3) #3, #6 1 1/2" GONG. WHSE. 131 43/0, #6 2" COND. too ,too 2 2 Office A let let #2 COPPER WIRE GRND. COPPER WATER PIPE ELECTRICAL too too too zoo 2 2 2 2 B C D Whse. let 2nd 2nd TO FOOTER STEEL AND RISER DIAGRAM ELECT�tiGl WAREHOUSE OFFICE - A,C. 6 HEAT SITE LIGHTING MISC L HVAC SCHEDULES AND NOTES HVAC Units shall be Trane split system DX units, 10.0 SEER, with Heat Strip as indicated. € Front area units shall be TTR024 with TWE024 with 5 KW heat strip, N 0 208/220/l/60. Whse area units shall be TTR048 with TWE048 with 10 KW heat strip, E \ - ' 208/220/1/60.s Mount for in d units on plenum stand return air front area and mount s\ suspended horizontal in whse area with pan and float switch and drain. Provide fire dampers at all floor/wall/ceiling penetrations as may be required to maintain fire ratings of same - verify requirements (Pertains to all ductwork penetrations), especially thru floor penetrations. Provide single source power for AHU/Heat Strip with provision for individual N on disconnect at unit. o N Install all Units to be completely accessible. Lable all AHU's and respective condensing units with plastic lables. Refer to Architectural Sections for ceiling height restrictions - all equipment and materials shall fit in the space provided. Make ,,. modifications as required to accomplish same. wl Registers/Grilles/Diffusers sball be Metalaire or equal unless otherwise scheduled - all aluminum construction unless otherwise required to meet fire ratings. Support independently from ceiling system. SAD's (supply air diffusers) shall be series 5000, M-6, S-4, D-5, of the WALL PACK sizes shown. S-1: one way; S-2: two way, etc. Unless otherwise noted, SAD's shall be 6" x 6" (up to 125 cfm); 9" x 9" (130 to 290 cfm); 12" x 12" for 300 cfm and larger. Provide type M-2 SAD's for all drywall installations. Exhaust registers shall be RUD. Provide exhaust registers on all ceilin; WIRE LIGHTS TO HOUSE TYP. openings to exhaust systems or intakes. s RAG's shall be type RHF of the sizes shown on the plans, provide 1' T/A filter. Provide condensate drain lines from each AHU run to landscape area at building exterior. Insulate all condensate drain lines above grade. Paint all HVAC grilles/registers/diffusers white. Exhaust fans shall be Greenheck or equal with BDD's, Model SP, 120/1/60, of efm's scheduled at 0.125" SP. Provide 6" exhaust duct to 12/12 wp louver for each exhaust fan. A Provide outside make up air for each unit - Set cfm at 10% or as noted. WIRE LIGHTS To A Provide volume damper at each connection to unit ductwork. Maintain HOUSE PANELTYP. i minimum 10' separation from exhaust openings. Provide grille in soffit with 8" diameter duct to unit. \. Provide thermostat for each Unit -Honeywell, Trans or equal "On -Auto" fan and "Heat/Cool" settings. Ductwork shall have all joints and seams sealed with approved tape applied with adhesive to make joints air tight. Ducts shall be reinforced foil faced 1-1/2" fiberglass insulation board (R-6 minimum). Flex duct shall be UL 181 Thermaflex or equal with foil back insulation. Provide spin -in connection with diverter and volume damper for each flex take -off from the -ain trunk ductwork. The Contractor shall furnish a complete matched -component HVAC system in accordance with these drawings, local codes, and the latest editions of NFPA 90A I< 90B, ANSI 8-9.1 Mechanical Refrigeration, SMACNA, ASHRAE, and State of Florida Energy Efficiency Code for Building Construction - FLA - COM/97. 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 one year from the date of equipment start up and final acceptance. Manufacturer's instructions and guarantees shall be given to the owner. M # The Contractor shall be responsible for balancing the HVAC system to meet r the criteria on the plans and shall return to the site to re -balance the r HVAC system after occupancy to satisfy specific individual requirements. Provide firestats for all units per mechanical and building code requirements. S 7 9 21 13 15 17 19 LOAD CAL4CULAT9 21 12,200 sal rt. AT 1/4 VA. 3050 VA 23 2500 eq. ft AT 4.5 VA 10,350 25 7,000 27 5,000 29 5,000 31 93400 . 3g9 AMPS 240 USE 400 AMP SERVICE 93,400 r39 PANEL: w+�sF- TYPE, SQ. ''DII or ITE MOUNTING, M RtCESs SURFACE 0 AM DESCRIPTION ( t° I "Tel F-e6?t'S �u 00 aE o tL Q TO xo w N O a€ ILOIL ZO OK xo w Z - Q E ?i tL E O •—• O a 4 =a NO D f o X00 X x D - U o - D E o lit'• I u O N 7C�i N a `O Q E N O No N jt \ WALL II 1 ,PACK MAINSt�M.L.O. LIMAIv4 SR BUS RA ING, VOLTAGE t _� 1 4-- CKT No. P DESCRIPTION 2 TI_1 4 6 8 Pt•lu low 0 2, .10 A tiv to tW 12 14 1. rtb Pvb t4 ;cu.) 16 IS z 5b cu 41L 20- 22 '1 So LU 4t 24 26 2 9� Gv 4t 26 30 L S4 Gu 4t 32 34 36 - - PANEL: A tgl club TYPE, SQ. 1' D•' or ITE MOUNTING, RECESS II SURFACE KT . D, 0 AM DESCRIPTION t 3 1 5 7 --_ ..-._�_ • it �i PP 1tx 13 j 15 17 19 !A , 21 Y IV 23 25 27 29 31 _ WALL / Ij PACK y / FUTURE ELEC. PANEL FUTURE A.H. MAINS, M. L.O. 1:1 M/ BUS RATO, IeoT T. 3w VOLTAGE CKT NO. P OtE5 AMPS DESCRIPTION 2 2 24 A,/C,cu 4 6 Z So A µ 2 1,5 10 j yo tYe c'- 12 14 16 i Ile i 20 22 26 30 32 34 36 ww —�-- q WIRE LIGHTS TOY --_._— HOUSE PANEL 1T—I --, 2nd-L-r=VE-L 1!LECTRICAL -PLAN WALL PACK � I is1 BR �-a -- PANEL : OFFtc(G TYPE, SQ. D MAINS[ jg M.L.O. LTMAtN OR " or ITE BUS RATING. w sr, MOUNTING, RECESS 13 SURFACE VOLTAGE[ _ 2e o , # KT . 0, 0 AMPS_ DESCRIPTION NOT P MPS DESCRIPTION 1 2.e t_r� / Milecar's 2 2 Zo A(c cw -Z4 ] ! 1 4 6 i 10 Z 3a w N Re i$PPGLf 1 14 1 /Ip } PA, cCfir/16 t20 1 I. t 22 JO i 21 P 24 26 2 9 _ _ 20 r� w���lll� L- FItT11t=E toaA"I-rmep E, r_c I vv� iT EXH. FA 100 cfm BATTERY 9AGIC UP - `- /-'\ I I EXIT LIGHTS { 1 •42 "2 J _ T � \' I ! i ,n - J 1 1 -- —e ryry - — T AL e00 n ! _. .✓� I —A— t — — �_,_ —ice--i - N �— -- \• Y I EMwU C.F.M.f X L \ I / I i� i I Ib�11. SAD i I I I I w( fp / i 1 1 T \ ( I { \ LL Jj I I I I 1 1 PANEL 1 I \ Y I i I 1 BATTERY EMERGENCY BACK LIGHTS UP I t I + R A / i •\ I j X ) j —�-, i I �, �C� T 10 j \ --- -+ Iqut �n?0 JR/A/�,R I r 1 \ — , / ---- I / Y1/ f p j / T QO awliz N—^—'1 it IL`14 \ XIT __._ — / x % 4 xI ! 4-j '. hey I r A.C. COMP ELECTRICAL & AIR COND. PLAN A.C. COMP. M- 71 eu- WALL PACK r eae drawings ore instruments 6r aervae aid are the property of the di goer whether B 9 project ror which they are prepared be cecuted or not. They shall not be used for cr ......ta, except by written agreement. pyrigM C 2000 e LiC... i Orve'qh Gro p A I rights a d ®� L9 0 db 0 Of 2 K-' I � N/d o 'OV71 b V � O f-� QJ WU 0 ]IDMUn Wench J lM(Zo 1m &W. Mm nos SL ltlna, lei a. SL Lud, 0[-1 3- D o C �l e N .a N r •f 1 _ V aPh 0 r �t- date revision 111$10 o KVD rI Rr<W t.LA Ir, SYof�AGF_. n2r.# Ilil7/00 iEhOC ATE lfAl �'. �j drawn 51 checked P.W. date febuory 24, 2000 scale 1/g" ' 1' job number 99108 1 sheet of