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Home My WebLink AboutSUBMITTED PAPPERSram' 4 'A J FRASER ENGINEERING AND TE 3504 INDUSTRIAL 33rd STREET • FORT PIERCE! FLORIDA VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 2 Report of ° DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Clyde Heffelfinger SCAB BY CONTRACTOR Client UCf@county SITE: 3521 11 Mile Rd. Foundation Fill INC. P14, P.O.#: DATE: 14-Aug-98 JOB#: 2012104 PERMIT#: 98070094 DENSITY TEST DATE H2O MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION _% NO. DRY WE DENSITY COMPACTION 7450 8/14/98 NE Corner 0 - 1' 7450 116.2 114.3 98.4 " I - 2' 113.6 97.8 " 2 - 3' 113.1 97.3 Center 0 - 1' 114.0 98.1 " I - 2' 113.5 97.7 " 2-3' 112.4 96.7 SW Corner 0 - 1' 113.0 97.2 " I - 2' 112.7 97.0 " 2 - 3' 113.6 97.8 All Elevations Below Slab Grade Copies: Client - I St Lucie County Bldg. Dept - I Respectfully submitted, f Alexander H. Fraser, P.E. Fla.. Reg. No. 16178 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING A ERASER ENGINEERING AND TESTING, INC. 150-1 AIDUSTR A.L 33RD STREET FORT PIERCE. FLORIDA 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7598 STUART (561) 283-7711 FT. PIERCE 1.800-233-9011 Report of MOISTURE DENSITY RELATIONSHIP ASTM 1557-78 P.O. #: CLIENT: Clyde Heffelfinger DATE: 8/14198 CONTRACTOR: Client SITE: 352111 Mile Rd. P.C.F. Dry Weigle 8 10 12 Moisture %d Dry Weight 14 JOB #: 2012 PERMITM 98070094 Test No. Test Method Sample Location Optimum Moisture% Max. Dry . Delsiry-P.C.F. sod Dea#tion " .7450 B Composite 10.8 116.2 Brown slightly silty slightly clayey fine sand Copies: Client -1 Respetxfully submitted,; St. Lucie County Bldg. Dept. -1 ERASER ENGINE ING`ANb T 3T NG, INC. „ I .J� Alexander H. Fraser; R(E;'Fiddda Regiilc `16178 GEOTECHMCALENGINEERING FOUNnATION INVESTIGATIONS CONCRETE, SOL AND ASPHALT TESTING component Performance Method for Commercial Buildings Form 40OB-94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1 PROJECT NAME -PETER B. HAYS PERMITTING OFFICE: -ADDRESSS _ST. LUCIE COUNTY _ST. LUCIE COUNTY CLIMATE ZONES _6 OWNER: PETER B. HAYS PERMIT NO: _98-0000 'AGENT: JURISDICTION NO:_661000 BUILDING TYPE: Business (Office) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _1350 NUMBER OF ZONES: 1 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 3 COMPLIANCE CALCULATION: F' METHOD B DESIGN CRITERIA RESULT ------ "---------------- ENVELOPE PERFORMANCE ------ 33.48 -------- 67.79 PASSES OTHER ENVELOPE REQUIREMENTS PASSES LIGHTING INTERIOR LIGHTING 1600,00 2602.35 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 10.00 PASSES BEATING EQUIPMENT 1. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Unconditioned Space 6.00 4.20 PASSES WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS ------------------------------------------------------- ~-------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation 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: I hereby certify(*) that the system Energy Efficiency Code. SYSTEM DESIGNER 'ACHITECT MECHANICAL: 8:.�e ku1�I:aFsi gecyo PLUMBING bt �:•`If eL:U I: 6 ELECTRICAL: 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 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: is in compliance with the Florida REGISTRATION/STATE LIGHTING-• -- Y (*) Signature is required where Flori w requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING INFORMATION COMPLIANCE CHECK -401.------GLAZING--ZONE 1------------------------------------------------ V_ Elevation Type U SC VLT Shading Area(Sgft) ---------------------•--- ---- ---- ---- -------------- --------- North Commercial 0 .01 0 48 South, Commercial 0 .01 0 48 East Commercial 0 .01 0 24 West Commercial 0 .01 0 24 Total Glass Area in Zone 1 = 144 Total Glass Area = 144 402.------WALLS--ZONE 1---------------- ------------ ..----- -------------- --- Elevation Type U Added R Gross(Sgft) ------------------------------- ---------- ----- ------'- North Frame Wall + 3n InS. 0.081 0 ----------- 450 South Frame Wall + 3" InS. 0.081 0 450 Best Frame Wall + 3" InS. 0.081 0 243 West Frame Wall + 3" InS. 0.081 0 243 Total Wall Area in Zone 1 = 1386 Total Gross Wall Area = 1386 403------- DOORS --ZONE 1----------------------------------------------- --- Elevation Type U Area(Sgft) --------------------------------------------------- ----- --------- North 0 0 Total Door Area in Zone 1 - 0 Total Door Area = 0 4D4------- ROOF$ --•ZONE 1------------------------------------------------ --- Type Color U Added R Area(Sgft) _ _ - .. - - 1 - - - -- WOOD TRUSSES W/R-19 INSUL. Medium 0.04 0 1350 Total Roof Area in Zone 1 = 1350 Total Roof Area = 1350 405.-----FLOORS-ZONE 1----------------------- ------------------------- --- Type R Area(Sgft) --____--^---------- --------------- -------------- ------- ---------- Slab on Grade/Uninsulated 0 1350 Total Floor Area in Zone 1 = 1350 Total F1oor.Area = 1350 406.------INFILTRATION ------------- ------------------------------------- -- CHECK Infiltration Criteria in 406.1.ABC.1 have been met. I,a. 407.------COOLING SYSTEMS ---------------------------- ----_-----_-- • Type No Efficiency IPLV Tons ---------------------------- ------------- ----- ------------- 1. Split System 1 10 0 3.00 408.------HEATING SYSTEMS ---------------------------------------------- --- Type No Efficiency BTU/hr ~------------------------------ ___ ------------------_---_ 1. Electric Resistance 1 1 31420 4Q9.------VENTILATION --------------------------------------------------- --- ICHECK Ventilation Criteria in 409.1.ABC.1 have been met. 410------ AIR DISTRIBUTION SYSTEM --------------------------..-----_-_---- -_ AHU Type Duct Location R-value ----_--_--^------------------------------------ ---------- ------ 1. Split / PTAC Air Conditioner Unconditioned Space 6 411. ----- PUMPS AND PIPING -ZONE 1--------------------------------------- --- Type R=value/in Diameter Thickness !f 412.-----WATER HEATING SYSTEMS -ZONE 1--------------------- ^------------ Type Efficiency StandbyLoss InputRate Gallons ------------------*----- ---------- -------- ------ ---------- -413.-----ELECTRICAL POWER DISTRIBUTION---------------------------------- CHECKMetering criteria in 413.1.ABC.1 have been met. Transformer criteria in 413.1.ABC.2 have been met. 414.- ---- MOTORS ------------ --------------------------------------- ---- Motor efficiencies in 414.1.ABC.1 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 O-801350 Total Watts for Zone 1 = 1600 Total Area for Zone 1 = 1350 Total Watts - 1600 Total Area = 1350 (CHECK Lighting criteria in 415.1.ABC have been met. 3, HVAC load sizing has been performed. (407.1.A8C.1) _7 Duct sizing and design have been performed. (410.1.ABC.1.2) - ----------------------------------------------------------------- .3. Testing and balancing will be performed. (410.1.ABC.4) - - -- 9 Operation/maintenance manualwillbe provided toowner.(102.1) •----------------------------- ------------------------------- ?ROJECT TITLE PETER B. HAYS 3UILDING TYPE 1. Business (Office) 3UILDING LOCATION : ST. LUCIE COUNTY 3UILDING AREA(ft2): 1350 .3UILDING ENVELOPE COMPONENT PERFORMANCE WALL ORIENTATION WEIGHTED N NE E SE S SW W NW AVER. CRITERIA WALL 450 243 450 243 0.10 0.294 GL 48 24 48 24 WWR WWR SC 0.010 0.010 0.010 0.010 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 0.000 0.000 0.000 0.000 0.00 1.150 W Uo 0.08 0.08 0.08 0.08 0.08 0.371 HCJ 1.52 1.52 1.52 1.52 1.52 1 IP 2 2 2 La ADS 2 2 OTAL N/A HEAT 0.278 ID.156 0.329 0.155 0.918< 3.729 COOL 10.200 5.722 11.516 5.120 32.558< 64.059 SUN 10.478 5.877 11.846 5.276 33.476< 67.788 ******** PASSES ******* OTHER ENVELOPE REQUIREMENTS MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS: DESIGN LIMIT Percentage of Roof Area in Skylights 0.000 = 0.0000 MAXIMUM ALLOWABLE Uo: Roof 0,040 < 0.0990 ******** PASSES ******* PROJECT TITLE PETER B. HAYS BUILDING TYPE Business (Office) BUILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2): 1350 SYSTEM PERFORMANCE CRITERIA BUILDING DESIGN . Interior Lighting Power 1600 W 1.19 W/Gross ft2 Exterior Lighting Power 0 W INTERIOR LIGHTING CRITERIA: Space No. Type Area Clg Ht Spaces AF UPD PB LPB Total LPB 26 1350.0 9.0 1 1.07 1.80 1.93 2602 2602 Unit Power Density 1.93 W/Gross ft2 Interior Lighting Power Allowance 2602 W PASSES ******** EXTERIOR LIGHTING CRITERIA: AREA AREA AREA OR ALLOWANCE CODE DESCRIPTION LENGTH WATTS Exterior Lighting Power Allowance 0.00 W ******** PASSES ******** THE LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT SPACE NO. CONTROLS - CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. INSTLD. REQD. 26 Reading, T 1350.0 9 1 On/Off 8 0 II 8> 2 ******** PASSES ******** PROJECT TITLE PETER B. HAYS BUILDING TYPE Business (Office) BUILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2): 1350 HVAC SYSTEMS PERFORMANCE: 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 10.90 0.00 10.00 0.00 PASSES Heating,System Measure Minimum Req.1 Efficiency Result Ele. Resis. I Et I 1 1.00 1 N/A ******** PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION LEVELS: Zone # Duct Location Minimum R-Value Design R-Value Result 1. Unconditioned Space 4.20 6.00 PASSES ******** PASSES ******** PROJECT TITLE PETER B. HAYS BUILDING TYPE Business (Office) BUILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2): 1350 WATER HEATING SYSTEMS PRESCRIPTIVE CRITERIA System Type Measure Minimum EF / Et Maximum SL Design EF / Et Design SL Result **** Not Applicable **** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness(in) System Type O.D.(in) Minimum Req. Design Result **** Not Applicable **** BOARD OF COUNTY COMMISSIONERS Mr. Clyde Heffelfinger 1008 Echo Street Ft. Pierce, FL 34982 �JG�E COS PUBLIC WORKS • DEPARTMENT F�OR�OQ' Subject: Pete Hayes Stormwater Permit Approval Dear Mr. Heffelfinger: July 2, 1998 Enclosed are two (2) sets of construction plans for the above referenced project marked "approved". Because you are acting as the Developer's representative, it is your responsibility to distribute the extra set(s) of approved plans to the Contractor and/or Developer. We will require two (2) sets of signed, sealed and dated blueprint record drawings and a mylar sepia along with the engineers final certification prior to final approval and release for Certificate of Occupancy. Preparations shall be in accordance with Section 11.03.03 of the St. Lucie County Land Development Code. To assist in processing the final approval more efficiently, please reference the building permit number on the record drawings and the Engineers certification. If we can be of further assistance, please call me or Mr. David Hays at 561-462-1707. Sincerely, r F'"Donald B. West, P.E. County Engineer w/att. cc: Brian Barnes, P.E., Capital Projects Engineer David Hays, Project Manager Edwin Arnold, Code Compliance Manager JOHN D. RRUHN. Disrricr No. 1 • KEN 5ATTLER. Disrricr No. 2 • PAULA A. LEWIS, Disrricr No. 3 • GARY CHARLES. Disrricr No. 4 • CLIFF BARNES. Disrricr No. 5 County Adminisrroror - Douglos M. Anderson 2300 Virginia Avenue • Fr. Pierce, FL 34982 Public Works: (561) 462-1485 • FAX (561) 462-2362 Division of Engineering: (561) 462-1707 Fox 462-2362 • Division of Rood G Bridge: (561) 462-2511 FAX 462-2363 Division of Solid Waste: (561) 462-1768 FAX 462-6987 • TDD (561) 462-1428 ST. LUCE =UNTY DEPARTMENT OF COBNUNITY DEvsLoPMENT ZBCD VIRGO" AVENUE ROOM 201 FT. PIERCE. FL 348B -MM 40T-4Q-150 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This CarWkwion is to be mmpbmd by the ptojeG daaiptt an hblimm or ar4am tr. Tm Canific0m must be subm ttad win+ ss apokoumm for by wift permit i vowi i0 tn. mesbumon df naw twt- - - Isiq* *rmttlWvn*t. tisedet7bef addm m any armssary sm mm togmmV a bedov permit and anyndmetdsuia9 abu=m Th's CalDffta m mO rAtmoVy oi on= tenwraboas (Pmwaed that tm snucvnaf waft oohom or wfJm senim oonpomrd to boM o feaem astd ostTabt dUrer mror bWdmq permm. For twom assmmm. Please buds" ftta Buitdefp Impemon Oflbe at 4M-l= or 4C 2TM • ' ': I�GTI31I a.1 I'aa `� CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS _ HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OFTHE 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: fbtme ewer or mrelmr me ammort" bm) 1. BUILDING CODE EDITION USED RNap I q 14 SBCCt ASCE 740 OTHER (SPECIFY) 2. BUILDING DESIGN IS west orq ENCLOSED PARTIALLY ENCLOSED V OPEN BU%DING 1 (1 2. BUILDING HEIGHT: 1 Z -O FT s. WIND SPEED USED IN BALDING DESIGN: t L o MPM 5. 6. 7. E. 9 10. WNIND EXPOSURE CLASSIFICATION omm To maum Tsass w mumm am mearm w um on 0- AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE Z.5 PSF WORTANCEMSE FACTOR taersw war ommm oma �r 0 LOADS: FLOM 4C PSF ROOFIDEAM q_ V*SRE SMEAR WALLS CONSIDERED FOR STRUCTURE mmm oo YES ten) 11, IS A CONTINUOUS LOAD PATM PROVIDED t04= CM YES 12. '. ARE COMPONENT MID CL ACOIN DUALS PROVIDED cum am YES amsrtmon) 11.. MINIMUM SOIL BEARING PRESSURE: ZSoo PSF 3 5- PSF PSF ROOFRNE C(;� PSF No — f1 NO. wbyr (Satan NO NO AS WITNESSED BY MY SEAL. I HEREBY CERTIFY THAT THE INFORMATION CERMFICQA71ON IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND E r NAMALY-- W eC CiR - - CERTIFICATION NO: Ztct `+S DESIGN FIRM: PASL Wr;:-( .l4 (1JC DATE: L I7-7 /, a 1f No. why/ (6aam R NO. ww (amen WIWITH THIS 2 1998 EREI STATE OF FLORIDA PERMIT # L13, "� DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES DATE PAID f ONSITE SEWAGE DISPOSAL SYSTEM FEE PAID $ kL CONSTRUCTION PERMIT RECEIPT'# Authority: Chapter 351, FS6 Chapter'IOD-6,. FAC CONSTRUCTION PERMIT: FOR: jP'jeNew System- [ I Existing System [ ] Holding Tank [ ] Temporary/Experimental [ ] Repair [ ] Abandonment [ ] Other(Specify) 1 - jj.( APPLICANT: Awl £. AGENT: MY `,a.-�,±''L. r PROPERTY 'STREET ADDRESS:, LOT: BLOCK'; .� SUBDIVISION:'/ r PROPERTY ID #: [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER] - - - -- -_ - - [OR TAX I.D ,NUMBER] - - SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER IOD-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. HRS. 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 F..v-..�...""" ;.GALLON / GPD], EPiTIC TANN �AEROBSC UNIT CAPACITY MULTI./IN SERIES:[. ] ] (OALLONS'/ GPD`] _ _ CAPACI.TY MULTI-CHA'FIBERED/IN SERIES:[ ], ] GALLONSGREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK'.: 1250 GALLONS] ] GALLONS PER DOSE DOSING TANKCAPACITY DOSE -RATE [ ] PER 24 RRS NO. OF PUMPS: [[ l� IF AREA IF DRAINED IS SUBdECTE)) TU [ NIP SQUARE FEET PRIMARY DRAINFIELD SYSTEM SATURATION FROM ROOF DRAINAGE, I I SQUARE FEET SYSTEM'. ROOF MUST RE GUTTERED PRIOR TO TYPE SYSTEM: [ ] STANDARD j ] FILLED [ ] MOUND [ j L CONFIGURATION; �'9Lf I TRENCH (q.®] BED ] ��` µ'�:d!% LOCATION OF BENCHMARK::. L_,._ Li ELEVATION OF PROPOSED SYSTEM SITE [ t3 ] [INCHESj-k] [.ABOVE/B_ELOW]• BENCHMARK/REFERENCE POINT BOTTOM OF DRAINFIELD TO BE I' ..,:.�� ] [INCHES/FT] [.ABOVE/BELOW,] BENCHMARK/REFERENCL—P.OTNT' FILL REQUIRED: [f--•]' INCHES EXCAVATION REQUIRED:. [ ] INCHES. f SIECIFICATIONS BY: TITLE:: APPROVED BY: s j — T:.ITLE.: •� F'�. DATE ISSUED:. : - CPHU EXPIRATION DATE HRS-H Form 4015,; Mar 92 (Obsoletes previous editions which rdy not be used) (stock ,Number:. 5744-001-4015 0) BUILDING DEPARTMENT Page I of '2 T%S. IR<4'aTiQNS I'ZAAMr NtJM'BER:_ Permit tsaeftng vnwAer bg'CRHT:. -4,P)II „fCAI ION FOR: i„i"c:k Vpt_ o' pafw;i, typa In ka„k, ._ AP? zCtu"v':: property awlcr s full wm :. 'fELEMONL':� tok, foie number for zpptiaent or 'agent. AGENT-1. - - Prapesiy OwYeS a I.g tli;� authas rw°.acpztaen'tafN- r _ I:eiA:L!Nf' AIDO S98: Mi. baa, ds'stre*t mailing addT"a fiat appileant or agent.. LijT. BLOCK, SUBDIVISION or PROPERT r Mg! 27 cho az ter 1-0 numter far t;rcp5gy. (CPt U, may SCtfu%re pre362 to aygsa set 3ik er e'ecfionitnr os(iglaar,,gail arcei'au �- ;j J`Yb32}?M.Z7sS?tii� ,z.Rii TANY:: hit;rie^rum sRfeCifseeiions hoer: Ch'1 s£er IOID-6, PAC. ukAr�YU'L)s: Minjur=wine sr=jfr"60n3 Imm chaptr IOD-6, F,AC, i THE-R-, C?iktef al ftpi „fii,s pzmtii YCgy3.4S cmL, g�rt�-'YOiuv;g Huth tbiF<!s, `�nr}xrnea Itief4,lStti:. 9PEI IFICATt DN 8 BY: .iaieafc (i tSCtFV}`-FL'Li P}.+.YIE;a Z$ 8 Cilt£8f14i35. i LFi'ni�yL.SF )' :.. it."2yf5EC7'%iKi E:nklnCfF TSi'J$i'F%C $E&Fed. APPR-OVER zy Cmtnty Public HVOth i.7pit (O'Hm p-ersern, (rea;ew:rty and wpwocing pessriz IDA$' IS 'yn: .. " Date t'iE nat is ia�d by C.°)i U , i.i{i'SF'xATiv `i d STI • -. •, 'Las ve; Nouit Rath %t't cc! rM th, yt^,;i:cm, It" not ken ln+ taped. pe Rdir, fa:' Z�At .n .vairs bGnpm- oaid 1)0 d1w fnm .. :Rats i ,net. RIGHT-1 LOAD AND EQUIPMENT SUMMARY File name: HAYS For. HAYS 3521 11 MILE RD FT PIERCE By. GRIMES HEATING AND AIR CONDITIONING 3054 N U.S # 1 FT PIERCE FL 34946 561-461-8711 WINTER DESIGN CONDITIONS Outside db: 42 Deg F Inside db: 70 Deg F Design TD: 28 DegF HEATING SUMMARY Bldg. Heat Loss 41905 Btuh Ventilation Air 30 CFM Vent Air Loss 922 Btuh Design Heat Load 42827 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 0 0 Volume (cu.ft.) 0 0 Air Changes/Hour 1.2 0.5 Equivalent CFM 0 0 HEATING EQUIPMENT SUMMARY Make TRANS 1-15-97 Job k Wthr Fort Pierce FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 90 Deg F Inside db: 75 Deg Design TD: 15 Deg F Daily Range L Rel. Hum.: 50 % Grains Water 62 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 16094 Btuh Ventilation 3300 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult 0.95 Total Sens Equip Load 18425 Bul LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Binh Ventilation 8432 Btuh Infiltration 0 Btuh Tot Latent Equip Load 9812 Btuh Total Equip Load 28237 Btuh COOLING EQUIPMENT SUMMARY Make TRANE Model Model TWV036 A/H TTB036 COND Type Type ac Efficiency /HSPF 0.00 COP/EER/SEER 0.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 861 CFM Actual Cooling Fan 861 CFM Htg Air Flow Factor 0.021 CFM/Btuh Clg Air Flow Factor 0.053 CFM/Btuh Space Thermostat Load Sens Heat Ratio 92 MANUAL J: 7th Ed. RIGHT-J: VI 3.0.14 S/N 10888 Printout certified by ACCA to meet all requirements of Manual Form J vary 1 V, -0 U P yna" An W, ty QA!-, too! j- 7 onw Inn r h1ullIPY; 1 .. 3 ) .. 'i'l boo ;00 lw� fV OrWL M 1!Jq A] fr awns Pj P( "'l ]XI, :all OW, K'" 10 no KhNIAN WO W v can r♦ 0) ul z x v N .H 4J q W Gl N l L J V � Y♦ II A: E Y E♦� E S II K W .q S m g1�f L II 7 L S II II ♦+ II L L L L II Yy E II K S i� II II M II E♦♦♦ L A A II E W H m r � L L II• a S: A E♦ i Z S S L II x a a • II♦ II + E ♦ •• rn o N m m w o II.• m N b a o m J Q V II "« II II II II E II A II II � W O fi �� O ro i II♦ E L � � E L•♦• C W 17 N O OI fl r'V p Y • g E m O N d � i II� E A 1 1 II �� L 1`l (.) P A E � • • f .� .i N 1'i {j�' o S i L � E•• i• ♦_ f M.• � r 01 b O N r N �-1 r OI r lV o N N r O fV ♦_ ♦ {1 [ o m rl O N rl 1'1 b b 0• aT O 'i b m 1 YI U 1 II � � L II E � • E � � J O i o N W II• g .♦ • E N I'1 E • •++ E L S a w o 1'1 o N b O m m m m ri fi E II ty` Y ' II m Co G1 O m O 1�1 (7 N N N � � � O N N m • 1 Y o 0 o a m o 0 o n o 0 UN O O O O O E E E E 1 M N O NN O O N N N O O O O O N O O O O O O r1 p N O O O O N O O O VI m YI O O . O O O O U£Y] N O O O O O N O O , O O O l0 l0 N • O O O O O rl O O N O O . O y a y +6 o sp� x Fy U N U ~ V 7 N rl ei .Ni `f N N O+o m •'+ N (7 V Y1 .O r m p. O N CI V V1 .O r W L1 O N S/N 10888 RIGHT-J COMPONENT CONSTRUCTION REPORT 1-15-97 Filename: HAYS.bld Zone: Entire House Job 4 Htg Clg For: HAYS Outsidedb 42 90 3521 11 MILE RD Insidedb 70 75 FT PIERCE Design IT) 28 15 Daily Range - L Inside Humid. 50 - By., GRIMES HEATING AND AIR CONDITIONING Grains Water - 62 3054 N U.S # 1 INFILTRATION FT PIERCE FL 34946 Method Simplified 561-461-8711 Cons[. glty Average Fireplaces 0 WALLS CST DESCRIPTION AREA R-VAL A/R LOSS GAIN 12C Wood Fr,R-11,1/2" Gypsum,R0.5 Sheathing 1229 11.1 110.6 3097 2500 WINDOWS CST DESCRIPTION 1C Metal Frame, Single Pane, Clear Glass DOORS CST DESCRIPTION 11A Metal, Fiberglass Core 11A Metal, Fiberglass Core CEILINGS CST DESCRIPTION 16D Under Unconditioned Room, R-19 Insul. FLOORS CST DESCRIPTION 22A Slab Floor on Grade, No Edge Insulation AREA R-VAL AIR LOSS GAIN 101 0.9 116.7 3266 5308 AREA R-VAL A/R LOSS GAIN 28 1.7 16.5 463 373 28 1.7 16.5 463 373 AREA R-VAL AIR LOSS GAIN 1350 18.9 71.5 2003 3077 AREA R-VAL A/R LOSS GAIN 1350 1.2 1094 30618 0 MANUAL J: 7th Ed. RIGHT-J: V3.0.14 k f, -; . ALL BEAMS BY BUILDER. a'a' 39-0-0 sa a SEE BACK OF LAYOUT FOR APPROVAL 0-4-1 .L EAST COOASSTTNLUMBER- TRLMSTOMER:HEFFELFINGER, CLYDE B NAME: HAYS OFFICE BUILDING JOB#:7622 DATE 1-15-98 MODEL:- CUSTOM 1540 S0. FT. EI V(4025h 77)1aB151�F(407)254 -329DFFlCE: —1552 ®OFFICE: (407) 2V4a0 FA%: (407)48a—a3aa •B I R'S WARNIN • • THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. • .FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON HIB-91 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. • SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. • ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. • BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE 12 3 (- ALL FLAT CEILINGS11 ALL FLAT CFII IN ql ' o'—l* PLATE HT 24• IIT�^I{II 8'-1 n urE 20 i.r LOADING: TILE m oe�ot to in uuE: ° SCALE: 1 /8' - 1'—d in ec oF�a: la e.t MEAN HEIGHT: 15'-0' tmu Fa n WIND SPEED: 110 M.P.H. DUO iAC 1.7a SPACING: 24' O.C. DRAWN BY: YK *UPLIFTS* 2 SPEC GElA 1337 750 1335 750 18 SPEC M2B 364 341 T# 76Z2 811 1033 2 SPEC MGE2A JobName S o 362 340 809 1032 Calculations provided herein 4 SPEC T1B are based on layout done _ts -V1336 750 Any changes made to layout affect these values.133 6 750 20 SPEC TIC 1188 535 .1336 750 EAST COAST LUMBER.& SUPPLY 2255AVOCADO AVENUE MELBOURNE, FLORICA 32935 Wind Speed L �� 1 at Mean Ht.- I Lo" 2nd Mean Ht. Loading: TL-t_ TD- ! S BL- Q BD- ,IQTotal Load- y S JAN ' c M8 ''UPLIFTS* DIVISION OF ENGINEERING MEMORANDUM 98-441 To: Martha Schurmann, Building Division From: David Hays, Engineerinyl�' Date: December 23, 1998 Subject: Pete Hayes As -Built Acceptance Building Permit aT04B4 Engineering has reviewed the paving and drainage as-builts for this project and are excepting them for completion at this time. A copy of the Engineer's certification is attached for your records. If I can be of further assistance to you in this or any other matter, please let me know. cc: Donald West, County Engineer Brian Barnes, Capital Projects Engineer Edwin Arnold, Code Compliance Manager ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION P.O. BOX 3030 TELEPHONE (561)-462-2312 ,n FT. PIERCE FL. 34948-3030 FAX NO. (561)-462-2323 2400 RHODE ISLAND AVE. FT. PIERCE FL. 34950 :f JURISDICTION: St Lucie County OCCUPANCY: Peter B. Hayes ADDRESS: 3521 Eleven Mile Road CONTRACTOR: Clyde Heffelfinger ARCHITECT/ENGINEER: Paul Welch, BUILDING OWNER: Peter B. Hayes OCCUPANCY TYPE: Business GROSS SQ FT: 1611 sq. ft. OCCUPANT LOAD: CONSTRUCTION TYPE: (NFPA) V (000) PLAN REVIEW F.P.B. # BUILDING DEPT. # 8070094 NO. OF STORIES: One PHONE NO: 561-46M067 Inc. PHONE NO: 661-785-9888 REVIEW DATE: 07-16-98 AUTOMATIC SP'KLRS: No NET SQ FT: IIIIIIIIIIIIIIIII BASED ON:100sq/ft per person SBCCI: Type: VI Unprotected New Construction: X Automatic spklr: Contractor: Tenant Improvement: Fire Alarm: Contractor: Shell Only: Fixed Fire suppression: Contractor: Addition: Hood & Duct System: Contractor: Renovation: Fuel Storage: Contractor: 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hr. notice on all inspections. 3. The building departments schedule all final inspections by the Fire Marshal. Required Revisions: 1. Provide a 2A-10BC rated fire extinguisher for every 75' of travel distance. 2.' Install additional exit lighting w/battery backup as shown in red on plans. Reviewed By: Date: 111to(v