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Home My WebLink AboutSt. Lucie Golf Course 91-03210 - 03219MEMORANDUM TO: Dennis Murphy, Land Development Manager FROM: Curtis King, Airport Director SUBJECT: LANDFILL GOLF COURSE SITE PLAN DATE: May 3, 1991 This is to confirm that I concur with the site plan for the above .referenced project. It has been approved by the FAA through their Form 7460-1 approval process. However, they will not approve easements on airport property because easements give up control of the property. They will approve permits for utilities. Therefore, I would not concur with the granting of any easements with regard to the project. Any permits granted need prior FAA approval. Please call me if you have any questions. 114, Curtis King CK/lfr PC: County Administrator County Attorney Special Permitting Agent Ed Alley, Hazen & Sawyer FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-8-91 Non•Rtisidentlal Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Re41411htiel Buildings over 3 stories ALL CLIMATE ZONES PRO CT NAME: OJT• LUGIE Cc• tAOa• 610615 Co ZONE: ADD SS; BUILDING. CLASSIFICATIONS: CITY IP CODE: St• LU - ' Go • BUILDING PERMIT NO.: BOIL R: PERMITTING OFFICE: OWN A • JURISDICTION NO.: BUILDING INFORMATION WALLS ROOFICEILING FLOORS d1b GLASS TYPE U I AREA TYPE U AREA TYPE U AREA TYPE U ARFJ! TYPE U AREA Concrete(CBS) Wood frame ,Q Metal frame Insulation R-value Underatiic Single Assembly Other:.. Insulation R-value p pQ(j Slabongreda Asiaed Wood Ralsed concrete Insulation R-value Wood Mstai Insulated Other Single wail l,I Double, wall Single, roof Double, roof ($IFj SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM u A H WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unitary & Heat Pump nCentral <65,000 sturn 10•DSEEF hS ze5,000 etwh EER -IPLV _ Wat er Cooled EER. IPLV_ - Evaporativey Cooled ._EER PTAC _EER CII _COP IPLv_ other. & Heat Pump <65,000 Btu I HSPF i 65,000 Btu lh --COP Water cooled COP Evaporatively cooled -COP -._ Electric Resistance COP __ Gas /OR (circle one) :< 225.0001300,000 Btu lh AFUE 225,0001300,000 Btu /h E, Electric Resistance Dedicated Heal Pump ❑ Gas Natural ❑ LPG ❑ . Oil ❑ HALT ❑ Other:' LIGHTING 2 Lighting Budget (from Table 5.13): O Total Lighting Wattage Total Conditioned Floor Area pw = Welts/sq. it: 1 PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 502.4 Maximum of .37 cfm per linear foot of operable sash crack. _ Doors 502.4 Maximum of 1.25 cfm per square foot of door area. Joints/Cracks 502.4. To be caulked, gasketed, weatherstripped or otherwise sealed. ✓ Reheat 503.3 Supply air restricted toset cold/hot deck temperature to meet load of worst case zone. Resistance reheat prohibited. ✓ Ventilation 503.4 Supplied wm readily accessible switch for shut-off and/or volume reduction when ventilation is not required. ✓ HVAC Efficiency 503A Minimum efficiencies -Heating: Tables 5-4, 5-5 & 5-6. Cooling: Tables 5-7A, 5-7B, 6-8. & 5-9. {/ Transport Energy 503.5 Minimum of 8.0. ✓ Balancing 503.6 1 Provide means for balancing HVAC air system & water distributions stem. HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. ✓ HVAC Ducts 503.8 503.9 503.10 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated and instated in accordance with the criteria of sections 503.8, 503.9 and 503.10. ✓ Piping Insulation 503.11 In accordance with Table 5-10. Water Heaters ' 504.2 - Automatic electricstorage water heaters 5120 gallons and gas & oilAred storage water heaters s 75,000 Btu/h shall meet performance minimums In Table 5-11. Larger sized water heaters shall meet minimums in Table 11-1 of Standard RS-9 after 111192. V Swimming Pools & Spas 504.2 Spas & heated pools must have covers. Non-commercial pools must have pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Tj /A _ Hot Water Pipe insulation 504.4 Piping heat loss Is limited to 17.5 Btu/h linear foot of pipe for recirculating systems (see Table 5.12). We ' Water Fixtures 504.5 Water flow restricted to maximum. of 3 gpm at 80 pslg; toilets maximum 3.5 gallon flush. Public lavatoryfixture maximum flow of .5 gpm or .5 gallon if has self -closing valve. Lighting 505.1 Lighting power budgets are listed in Table 5-13. Minimum Ballast EKcacy Factors are listed in Table 5-14. ✓ ll0 waH Allowable Uo well Actual . Uo roolkelling Allowable 0910 U0 fool Icelling Actual Oe . U0 flog( Allowable N /A. U0 floor Actual N t If complying under the Provisions; of S. 502.1. enter the cambined Uo values for the entire envelope In this section. Up envelope Allowable U0 envelope Actual OM WAIT Allowable ?.G . 0 OTTV wall Actual OTTV f0bllceill Allowable_ OTTV roof testing Actual � N Compliance with Section 5 was demonstrated by a Prescriptive Measures methodology: 508.0 (a) Deta ed Commercial buildings 508.0 (b) Skyboxes or sports stadium buildings less than 100 q re feet. 0 that are used only seasonally. I hereby cenly that Me plans aid s Ihcatlons covered by Me calculation are In compliance Review, of plans andspecifications covered this calculation indicates lance with That With 1hp Fbride Eneryy Cod PREP*AED BY: pp A�, L. � LcH r- -3C 5 4 R i Florida Energy Code. Belpre construction . 08, F.S.fed, this building will be Inspected for 1r w DATE: compliance In accordance e with Sec ion 553.909, F. I hB�Y'oerety that Ihls build' Is i co Nance with the Rodda Energy Cate. BUILDING OFFICIAL: OWN§GYAGENT: DATE: '{I DATE: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-B-91 Non•Reeldentiel Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 3 stories ALL CLIMATE ZONES PROJECT NAME: roT. 1-11c.1E Co. FAUN- C oL C950 ZONE: ADDRESS: BUILDING CLASSIFICATIONS . CITY ZIP CODE: 'I LI 5 Co. BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: JURISDICTION NO.: BUILDING INFORMATION WAL I ROOF/CEILING I FLOORS DOORS N GLASS TYPE U I AREA I TYPE U I AREA I TYPE U I AREA I TYPE I It I AREA I TYPE I U I AREA Concrete (CBS) Under attic ODD Slabonyrade wood Single, wall 1• l35 Wood Irame +O Single Assembly Raised Wood Metal Double, wall Metal frame Other Raised concrete HE Insulated Single, roof Insulation R-value Insulation R-value Insulation R-value Other Double, roof SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM N HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unitary & Heat Pump n ` Central & Heat Pump Electric <65A00 Blum 10•OSEER <65,000 Stu I HSPF Resistance LY ❑ z65,000 etum IPLV _ i 65,000 Btu/h COP Dedicated Heat Pump _EER Water cooled _ COP Gas Water Cooled EER tPLV Evaporatively cooled -COP Natural ❑ Evaporaavely Cooled _EER Electric Resistance -COP LPG ❑ PTAC _EER Gas l Oil (circle one) Oil ❑ Corners IPLv <225.000/300,000 Bluth AFUE HRU ❑ _COP i 225,0001300,000 Btu /h Et Other: Other LIGHTING Lighting Budget (from Table 5-13): 2+O I Soo I PGA ft: 1 • 3 Total Lighting Wattage - Total Conditioned Floor Area = Wattslsq. PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 5024 Maximum of .37 cfm per linear foot of operable sash crack. Doors 502.4 Maximum of 1.25 cfm per square foot of door area. Joints/Cracks 502.4 To be caulked, gasketed, wealherstripped or otherwise sealed. ✓ Reheat 503.3 Supply air restricted to set cold/hot deck temperature to meet load of worst case zone. Resistance reheat prohibited. ✓ Ventilation 503.4 Supplied with readily accessible switch for shut-off and/or volume reduction when ventilation is not required. ✓ HVAC Efficiency 503.4 Minimum efficiencies -Heating: Tables 5-4. 5-5 & 5-6. Cooling: Tables 5-7A, 5-7B, 5-8 & 5-9. ✓ Transport Energy 503.5 Minimum of BA. +/ Balancing 503.E Provide means for balancing HVAC air system & water distributions stem. HVAC Controls 503.7 Selparatei-pachly accessible manual or automatic thermostat for each system. ✓ HVAC Ducts 503.8 Air ducts, fillings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, ✓ 503.9 insulated and installed in accordance with the criteria of sections 503.8, 503.9 and 503.10. 503.10 Piping Insulation 503.11 In accordance with Table 5-10. Water Heaters 504.2 Automatic electric storage water heaters e,120 gallons and gas & oil -fired storage water heaters s 75,000 Bluth shall meet performance minimums In Table 5-11. Larger sized water heaters shall ✓ meet minimums in Table 11-1 of Standard RS9 after 1/1/92. Swimming Pools 504.2 Spas & heated pools must have covers. Non-commercial pools must have pump timer. a Sri & Spas Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipe 504.4 Piping heat loss is limited to 17.5 Bluth linear foot of pipe for recirculating systems (see Table 5-12). „I Insulation Water Fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig; toilets maximum 3.5 gallon flush. &/ Public lavatory fixture maximum flow of .5 gpm or .5 gallon if has self -closing valve. Lighting 505.1 Lighting power budgets are listed in Table 5-13. Minimum Ballast Efficacy Factors are listed in Table 5-14. Vol Up wall Allowable Up Up roof Icenhg Allowable t0,110 wall Actual If Complying under the provisions of S. 502.1, enter the corobltled Uo VaUee fOr the entire er"Ir'jIC Uo roof Icelling Actual 0A In this secllan, Up Moor Alloreble N /a Up floor Actual Ug pAllwblikn-. A oTTv wan a--Lj OTty roMlcgn uo B tiActual Anowame 1771V wall Actual Complianr OTTV roollcelll Actual y with Section 5 was demonstrated �8.0 by a Prescriptive Measures methodology. Detached commercial buildings 9s than 100 � an quare feet. 508.0 (b) Skyboxes 1:1 or sports stadium buildingslahhatna lens nd pef'wronscoveredb fFlogdE that are used only seasonally.with rMrgy Cod , the IculallonareInompliance PREPARED BY. a Review f I hereby cerHly eat fnisb Itll i LLG�I{,JG DATE: T �( OWNER/AGENT; Pllanoe with the Florida Energy Code, DATE: I`rl N 1 o plans and specNlcatlons covered by this caloulaaon indicates compliance "'o Energy Coda. Beforeegretto, Is completed this building will be In compliance In exoNance in ante wary rite BUILDING OFFICIAL., spatted tar nATF FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 500-8-91 SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Non -Residential Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 3 stories ALL CLIMATE ZONES PROJECT NAME: T: L. GIE II P-AL10- CIOLF COU ZONE ADDRESS: BUILDING CLASSIFICATION(St CITY ZIP CODE: iti Luii Co. BUILDING PERMIT Ni - BUILDER: PERMITTING OFFICE - OWNER: JURISDICTION Ni - BUILDING INFORMATION WAL I ROOFICEILING I FLOORS ti DOORS N GLASS TYPE U AREA I TYPE U I AREA I TYPE U I AREA TYPE U AREA Concrete (CBS) Under attic 000 Slabongrade Wood Wood frame Single Assembly Raised Wood Metal ,� Mrwf Metal frame Other: ffEl Raised concrete Insulated Insulation R-value Insulation R-value Insulation R-value Other SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM N HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unhary & Heat Pump p t to-OSEER Central & Heat Pump c65,000 Electric i <65,000 Btwh V•+� z65,000 Btu/h EER IPLV Stu I HSPF �!t 65,000 Btu I COP Resistance Dedicated Heat Pump ❑ Water Gaoled EER IPLV Water cooled _ COP Evaporatively COP Gas ❑ Evaporativey Cooled _EER cooled Electric Resistance COP Natural LPG ❑ PTAC EER ' Gas 1011(circle one) Oil ❑ chillers _IPI-V < 225,0001300,000 Bluth AFUE Hi ❑ _COP Other ? 225,0001300,000 Btu/h Et Others IF LIGHTING - Lighting Budget (from Table S13): r O � �.t70 (�O Total Lighting Wattage - Total Conditioned Floor Area = Wetis/sq. th PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS - CHECK Windows 502.4 Maximum of .37 cfm per linear foot of operable sash crack. Doors 502.4 Maximum of 1.25 cfm per square foot of door area Joints/Cracks 502.4 To be caulked, gasketed, weatherstripped or otherwise sealed. r/ Reheat 503.3 Supply air restricted to set cold./hot deck temperature to meet load of worst case zone. Resistance reheat prohibited. ✓ Ventilation 503.4 Supplied with readily accessible switch for shut-off and/or volume reduction when ventilation is not required. 61, HVAC Efficiency 503.4 Minimum efficiencies -Heating: Tables 5-4, 5.5 & 5-6. Cooling: Tables 5-7A, 5.7B, 6-8 & 5-9. Transport Energy 503.5 Minimum of B.O. Balancing 503.6 Provide means for balancing HVAC airs stem &water distributions stem. HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. ✓ - HVAC Ducts 503.8 Air ducts, fillings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, 503.9 insulated and installed in accordance with the criteria of sections 503.8, 503.9 and 503.10. ✓ 503.10 Piping Insulation 503.11 In accordance with Table 5-10. Water Heaters 504.2 Automatic electric storage water heaters s120 gallons and gas & oil -fired storage water heaters s 75.000 BI shall meet performance minimums in Table 5-11. Larger sized water heaters shall V meet minimums in Table 11-1 of Standard RS-9 after 1/1/92. Swimming Pools 504.2 Spas & heated pools must have covers. Non-commercial pools must have pump timer. & Spas Gas spa & pool heaters must have minimum thermal efficiency of 78%. d%A Hot Water Pipe 504.4 Piping heat loss is limited to 17.5 Bluth linear foot of pipe for recirculating systems (see Table 5-12). 1/ Insulation Water Fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig: toilets maximum 3.5 gallon flush. Public lavatory fixture maximum flow of .5 gpm or .5 gallon If has self -closing valve. ✓ Lighting 51 Lighting power budgets are listed in Table 5-13. Minimum Ballast Efficacy Factors are listed in Table 5-14, Up wall Allowable Up well Actual II COlrlplying under the provisions of S. 502.1, enter the combined U values for the entire envelope Uo roof Allowable o o _ Up rooflcelling Actual 0e In Ihls sectbn. Allowable Up Moor Allowable Up Moor Actual zo A Up erwelope Allowable L-% Zk Up envelope Actual OTN well Allowable A.ef OTN roof /ceiling All 011 well Actual OTiV roof /ceiling Actual M Compliance with SeOon 5 was demonstrated by a Prescriptive Measures methodology: ❑ 508.0 (a) tytached commercial buildings 508.0 b S less than 110 Dare lase () kyboxes or sports stadium buildings ❑ that are used only seasonally. 1 hereby cerey Mat the P'I d ifCanp. ,area with the Florida Energy CoQr by Me cakuleNon are In compliance PREPARED eeney that this b i NG DATE: *.x 4 qa E piece aM19(facNlfe110n9 eeyarad b♦• IIIIa CBbpleNon Indka Is I • • I gy Oada. Belpre i carro' oil pileroe w1M the corlstracNon h cpmpleted, this bulMl s with Ma Flodde Energy Coda. rxrmpllenca M eaoMence wIM Secllon 553.909, F.S. pig wiz ba Inspected for OWNER/AGENT: BUILDING OFFICIAL: DATE; q( DATF ENERGY CONSERVATION REPORT FOR ST. LUCIE COUNTY MUNICIPAL GOLF COURSE ST. LUCIE COUNTY FLORIDA MARCH, 1991 PAUL WELCH INC. MECHANICAL -ELECTRICAL -CIVIL ENGINEERING FORT PIERCE, FLORIDA 34982 ENERGY CONERVATION REPORT This report was prepared in strict accordance with the State of Florida "MODEL ENERGY EFFICIENCY BUILDING CODE", latest edition. We hereby certify that this project complies with the applicable provisions set forth in Section 5, Building Design by Performance Approach of said code. PAUL WELgR'\INC. Paul Welch, P.E. Florida Registration *29945 REFERENCE: SECTION 502.1 The total heat gain for the entire building envelope shall not exceed the total heat gain resulting from conformance to the U. values specified in Table 5-2. Neglect thermal mass effect. 502.3a.1 Equation 1 shall be used combination of building properties. Ua - Uw A + Ug + Ud Ad A Neglect floors to determine acceptable components and thermal BUILDING COMPONENT AREA DETERMINATION WALLS North Wall Less Glass South Wall Less Glass East Wall Less Glass West Wall Less Glass ROOF TOTAL ENVELOPE AREAS WALLS GLASS ROOF 500 sq. ft. gross 25 sq. ft. glass 475 sq. ft. net 500 sq. ft. gross 50 sq. ft. glass 450 sq. ft. net 200 sq. ft. gross 30 sq. ft. glass 170 sq. ft. net 200 sq. ft. gross 30 sq. ft. glass 170 sq. ft. net 1000 sq. ft. gross 1400 sq. ft. gross 135 sq. ft. glass 1265 sq. ft. net 1000 Sg. f t$ ENERGY CODE ENVELOPE ALLOWABLE LOSSES Design conditions = 38F outdoors (302.16) i 72F indoors (302.2a) TD = 34F Q wall = U A TD Where U = 0.38 (from Table 5.2) A = 1400 SF TD = 34F Q = 0.38 x 1400 x 34 = 18088 BTUH Q Roof = U A TD Where U = 0.10 A = 1000 SF TD = 34F Q = 0.10 x 1000 x 34 = 3400 BTUH TOTAL ALLOWABLE LOSSES Q = Qw + Qr = 18088 + 3400 = 21488 BTUH TOTAL ENVELOPE COMPLIANCE CALCULATIONS No. ITEMS U _ x A x TD = Q 1. Walls 0.05 x- 1265 x 34 = 2150 2. Glass 1.1 x 135 x 34 = 5049 3. Roof 0.04 x 1000 x 34 = 1360 TOTAL LOSSES = 8559 BTUH TOTAL ALLOWABLE LOSSES - 21488 BTUH TOTAL ACTUAL LOSSES _ 8559 BTUH THEREFORE, PROJECT MEETS ENERGY CODE REQUIREMENTS OTTV CALCULATIONS (SECTION 502.b) WALLS OTTV ORIENTATION U A TD Q North 0.05 475 42 988 South 0.05 450 142 3195 East 0.05 170 146 1241 West 0.05 170 146 1241 A SF SC 135 118 0.92 14655 U A TD 1.1 135 12 1782 TOTAL 23112 TOTAL GROSS EXTERIOR WALL AREA = 1400 SF OTTV =_ 23112 = 16.50 1400 TOTAL ALLOWABLE OTTV = 30.0 THEREFORE, OTTV MEETS ENERGY CODE REQUIREMENTS Section 503.4: HVAC Equipment Performance EER Ratings, on all HVAC equipment shall be 8.5 minimum EER for units > 65000 BTUh and 9.0 minimum SEER for units < 65000 BTUh. BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: St. Lucie County PROJECT NAME: ST LUCIE COUNTY GOLF COURSE CONTRACTOR: Guettler & Sons ARCHITECT: William Platts OWNER: St. Lucie County Port/Airpot LOCATION: Fairwinds Dr. _ BUILDING SIZE: OCCUPANCY TYPE: Storage CONSTRUCTION TYPE: SBCCI. NFPA. _ FIRE PROTECTION: Automatic Sprinkler Yes - Occupancy Hazard N.F.P.A. #13 Golf Cart Storage Building Requirements: Golf Maintenance Building Fertilizer & Chemical Building Maintenance Building Starter Shack PLAN NUMBER #6137 BUILDING DEPT. PHONE NUMBER 411-8345 PHONE NUMBER 461-3311 t DATE RECEIVED 6-6-91 6-7-91 NUMBER OF STORIES — BUILDING HEIGHT-------.-- — ------- No 3200 sq. ft. Type VI V (000) 3200 sq. ft. Type VI V (000) 1000 sq. ft. Type V III (200) 5000 sq. ft. Type IV 11 (000) 54 sq. ft. Type VI V 1. Each building shall be provided with a minimum of a Class 2A-10BC extinguisher. Maintenauce buildings shall be equipped with a 3A-40BC rated fire extingusiher for each 75' of travel. distance. 2. Exterior exit doors need not be side hinged swining door for low or ordinary hazard contents. If the chemical storage building contains hazardous chemicals or if they are highly combustible, a side hinged door will be required. REVIL4A 1) by CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS DATE G - .1 -:21---- Sheet No. - of _._ BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: St. Lucie County PROJECT NAME: TFTLUCIE COUNTY GOLF COURSE STORAGE CONTRACTOR:. Guettler & Sons ARCHITECT: William Platts OWNER: _. St. Lucie County Port/Airport LOCATION: _ Fairwinds Dr. BUILDING SIZE: OCCUPANCY TYPE: ---- ____ CONSTRUCTION TYPE: SBCCL NFPA. FIRE PROTECTION: Automatic Sprinkler Yes Occupancy Hazard N.F.P.A. #13 No PLAN NUMBER —. BUILDING DEPT. NO PHONE NUMBER PHONE NUMBER .—.. DATE RECEIVED _.__... NUMBER OF STORIES. BUILDING HEIGHT___ — #6137 461-8345 461-3311 66-6-91 6-6-91 Requirements: CONTAINMENT AREA FOR FUEL STORAGE TANKS. 1. There shall be a 3' distance between the tanks and the containment wall.. 2. The minimum distance between tanks shall be 3'. 3. Provide a non-combustible 2" lockable valve drain pipe to the exterior of the containment area. 4. 'There shall be a minimum of 1% slope to the drain pipe. 5. A separate containment wall or depression is reuqired between tanks. 6. Vent pipes shall be isntalled and terminate above the roof line. 18" minimum. The vent pil shall be the same size as the fill pipe but a minimum of 1 1/2". 7. A separate permit is required for the installation of the containment area. Four sets of corrected plans shall be submitted to the County Building Deparmtnet for permitting. (Mann shall be forwarded of the County Health Department for approval. 8. Provide a 3A-40BC rated fire extinguisher for the dispensing area. REVIENL-L) BY CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS DATED 7-%l .1 Sheet No. _____ of __ _ BUILDING PLAN CHECK 5T. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION:_- St. Lucie County, PLAN NUMBER—_— #6137 PROJECT NAME: _ ST. LUCIE COUNTY GOLF COURSE BUILDING DEPT. NO. CONTRACTOR:_ Guettler & Sons PHONE NUMBER 461-8345 ARCHITECT: _._ William Platts PHONE NUMBER 461-3311 OWNER:'_ ____._ St. Lucie County Port/Airport DATE RECEIVED--... 6-6-91 LOCATION: __.___ Fairwinds Dr.._,,, _ _ 6-6-91 y; .__. t. BUILDING SIZE: __ __ _____.__ T _ _ NUMBER OF STORIES _OCCUPANCY TYPE: _ —___.. _ BUILDING HEIGHT ____. CONSTRUCTION TYPE: SBCCI. NFPA. _ -- FIRE PROTECTION: Automatic Sprinkler Yes--- No_._____. Occupancy Hazard N.F.P.A. #13_______ Requirements: CONTAINMENT AREA FOR FUEL STORAGE TANKS. 1: There shall be'a 3' distance between the tanks and the containment wall. 2. The minimum distance between tanks shall be 3'. 3. Provide a non-combustible 2" lockable valve drain pipe to the exterior of the containment area. 4. There shall be a minimum of 1% slope to the drain pipe. 5. A separate containment wall or depression is reuqired between tanks. 6. Vent pipes shall be isntalled and terminate above the roof line. 18" minimum. The vent pip' shall be the same size as the fill pipe but a minimum of l 1/21'. 7. A separate permit is required for the installation of the containment area. Four sets of corrected plans shall be submitted to the County Building Deparmtnet for permitting. Plans shall be forwarded of the County Health Department for approval. 6. Provide a 3A-40BC rated fire extinguisher for the dispensing arga. W CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY. DATE4-7-9f 51 URE ,.�..� Sheat:Nn '.nf �t e � y PR#�� FOR OFFICE :.USE ONLY'. - sPECZAL•APPROVALS REQUIRED DATE RECEIVED NOT REQUIRED` VEGETATION V ENVIRONMENTAL PLANNING/SITE PLAN CODE -ENFORCEMENT USA ... TAZ _ — WATER SUPPLIER SEWER SUPPLIER — — DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER — MANGROVE. ALT _ SEA TURTLE PROT REQUIRED FEES es BP VALUE S_ PLANS EXAMINING FEE $ J_ _„_ RADON FEE: )I)A ROAD IMPACT FEE $ f�ROAD IMPACT DISTRIC ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: NO: SCHOOL.IMPACT FEE $T—p/y' yam_ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES:' NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $ - jlk DATE PAID: CHK# ALT. DEV. FEE ZONE: I SUB PERMITS REQUIRED NOT REQUIRED GAS s AIR CONDITIONING ELECTRIC" PLUMBING _ SCREEN ENCL/FENCE ROOF_ — i-- DRIVEWAY �BL ZONING CHECKS AA & LOT COVERAGE EASEMENT /J LOT SPLITS PR�___q FOR OFFICE USE ONLY :> SPECIAL APPROVALS REQUIRED DATE RECEIVED NOT REQUIRED. VEGETATION ✓ ENVIRONMENTAL ✓ PLANNING/SITE PLAN ✓ _ CODE ENFORCEMENT L� USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION _ ✓ __ FL DNR ( CCCL ) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT REQUIRED FEES 4V4 BP VALUE $_ %; a O 0 PLANS EXAMINING FEE $ RADON FEE:�/e e0 ROAD IMPACT FEE $�� Per �M ROAD IMPACT DISTRICROAD IMPACT ZONE_ ROAD IMPACT CREDIT: ES: NO: SCHOOL.IMPACT FEE $ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $ DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY NOT REQUIRED ZONING CHECKS /l BB LOT COVERAGE _EASEMENT N/LOT SPLITS PR# FOR OFFICE USE ONLY SPECIAL APPROVALS: REQUIRED DATE RECEIVED NOT REQUIRED, VEGETATION /01 ENVIRONMENTAL PLANNING/SITE PLAN / CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER _ MANGROVE ALT _ SEA TURTLE PROT .REQUIRED FEES BP VALUE $_ 0_-__. PLANS EXAMINING FEE $ RADON FEE: --A& ROAD IMPACT FEE $ 2� ROAD IMPACT DISTRICT A kkWj A 01. E ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: NO: SCHOOL.IMPACT FEE $ /Vlfr _ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES:' -t--- NO: _- SCHOOL BOARD APPROVED EXEMPTION: YES: I NO,: ALTERNATIVE DEV. FEE $____ DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY NOT REQUIRED ZONING CHECKS BBL Me LOT COVERAGE �J� EASEMENT FOR OFFICE USE ONLY SPECIAL APPROVALS . REQUIRED DATE RECEIVED NOT REQUIRED VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT _ USA TAZ - WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION _ FL DNR (CCCL) FL DOT SLC STORMWATER PER _ MANGROVE ALT _ SEA TURTLE PROT REQUIRED FEES BP VALUE PLANS EXAMINING FEE $ RADON FEE: ��• ROAD IMPACT FEE $ _ ROAD IMPACT DISTRICTROAD IMPACT ZONE C�( ROAD IMPACT CREDIT: YES: IIIIII AAAA___ NO: $CHOOL.IMPACT FEE $ DATE PAID: CHK# SCHOOL IMPACT CREDIT: Y S• NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $ DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING -- ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY ----- -- ZONING CHECKS 3BL LOT COVERAGE EASEMENT LOT SPLITS PRn V/ R OFFICE USE ONLY �- L? SPECIAL APPROVALS.. REQUIRED DATE RECEIVED NOT REQUIRED VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT ✓✓ USA TAZ -- — -- WATER SUPPLIER SEWER SUPPLIER ---- DER CERTIFICATION FL DNR (CCCL)-- FL DOT SLC STORMWATER PER _ MANGROVE ALT — SEA ,TURTLE PROT REQUIRED FEES BP VALUE $ PLANS EXAMINING FEE $ RADON FEE: N%A. ROAD IMPACT FEE $ _ ROAD IMPACT DISTRICT /l]4[A)(-AA;D _ ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: NO: SCHOOL.IMPACT FEE $ _ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $__ DATE PAID: CHK# ALT, DEV. FEE TONE: SUB PERMITS REQUIRED NOT REQUIRED GAS _ t/ AIR CONDITIONING ELECTRIC PLUMBING _ SCREEN ENCL/FENCE ✓ ✓ _ ROOF DRIVEWAY +� // ZONING CHECKS �V� 711 BBL `-`tLOT COVERAGE EASEMENT tLOT SPLITS I �OR OFFICE USE ONLY PR# ✓ APPkOVelLS r REQUIRED DATE RECEIVED NOT REQUIRED VEGETATION ENVIRONMENTAL PLANNING/SITE"PLAN CODE ENFORCEMENT . USA TAZ - -- — WATER SUPPLIER SEWER SUPPLIER DERCERTIFICATION _ FL DNR (CCCL) — FL DOT SLC STORMWATER PER _ MANGROVE ALT SEA TURTLE PROT — REQUIRED FEES BP VALUE PLANS EXAMINING FEE $ RADON FEE: KA_ ROAD IMPACT FEE $__Ag " ROAD IMPACT DISTRICT � ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE $l�,__ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTAI/ON: YES: NO: ALTERNATIVE DEV. FEE $ 1 DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED NOT REQUIRED GAS ;. AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY ��r ZONING CHECKS BBL IV 1/1 LOT COVERAGE 'Y' EASEMENT LOT SPLITS �F OFFICE USE ONLY SPECIAL APPROVALS REQUIRED DATE 'RECEIVED VEGETATION ENVIRONMENTAL - PLANNING/SITE PLAN CODE ENFORCEMENT USA - TAZ - - - WATER SUPPLIER SEWER SUPPLIER _ DER CERTIFICATION EL DNR (CCCL) _ FL DOT - - - SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT REQUIRED FEES BP VALUE PR# O 131499/- D NOT REQUIRED PLANS EXAMINING FEE $�___ RADON FEE:__jhL__ ROAD IMPACT FEE $ _ ROAD IMPACT DISTRICT ROAD IMPACT ROAD IMPACT CREDIT: YES NO: SCHOOL.IMPACT FEE $_._��_ DATE PAID: SCHOOL IMPACT CREDIT: YES:_ NO: "SCHOOL BOARD APPROVED EXEMPTION: YES: NO: - ALTERNATIVE DEV. FEE $ DATE PAID: ALT, DEV. FEE ZONE: SUB PERMITS ZONE x CHK# CHK# REQUIRED NOT REQUIRED GAS -- -- AIR CONDITIONING _ ELECTRIC PLUMBING _ SCREEN ENCL/FENCE ROOF DRIVEWAY - ZONING CHECKS BBL LOT COVERAGEEASEMENT LOT SPLITS PR#--- FOR OFFICE USE ONLY VEGETATION ENVIRONMENTAL PLANNING/SITE, PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT BP VALUE PLANS EXAMINING FEE S RADON FEE:______ ROAD IMPACT FEE $ _ ROAD IMPACT DISTRICT MA-/AUtAfl) ROAD 'IMPACT ZONE a ROAD IMPACT CREDIT: YES: NO: SCHOOL_IMPACT FEE $ �%/j�DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE- $ itl�GJ' DATE PAID: CHK# ALT. DEV. FEE ZONE: GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY SUB PERMITS REQUIRED ZONING CHECKS NOT REQUIRED BBL LOT COVERAGE EASEMENT LOT SPLITS PR a� OFFICE USE ONLY SPECIAL APPROVALS 71-4.7 REQUIRED DATE RECEIVED NOT REQUIRED` VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT f USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION _ EL DNR (CCCL) — FL DOT _ SLC STORMWATER PER _ MANGROVE ALT SEA TURTLE PROT REQUIRED FEES. BP VALUE PLANS EXAMINING FEE $ RADON FEE: ROAD IMPACT FEE $ rd!& A 11 —Z150 �y ROAD IMPACT DISTRICTROAD IMPACT ZONE 75 ROAD IMPACT CREDIT: YES: NO: $CHOOL_IMPACT FEE $_ 41* _ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: _ NO: ALTERNATIVE DEV. FEE $ /V/{/- DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY —4—k BBL LOT COVERAGE ZONING CHECKS EASEMENT LOT SPLITS PR4 FOR OFFICE USE .ONLY A"e SPECIAI,APPROVALS REQUIREb DATE RECEIVED NOT REQUIRED VEGETATION r ENVIRONMENTAL PLANNING/SITE. PLAN ✓ CODE ENFORCEMENT USA TAZ WATER SUPPLIER �— SEWER SUPPLIER =---- DER CERTIFICATION FL DNR (CCCL)— FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT PLANS ROAD ROAD ROAD REQUIRED FEES 01' BP VALUE_.... — EXAMINING FEE RADON FEE: NLA• IMPACT FEE-$ _ IMPACT DISTRICT ROAD IMPACT ZONE IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE $ A%_ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES. NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $..%� DATE PAID: CHK# ALT.'DEV. FEE ZONE: _ SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING _ SCREEN ENCL/FENCE _ ✓___ ROOF DRTVF.WAV ,BBL ZONING CHECKS LOT COVERAGE EASEMENT LOT SPLITS "tl ..FOR OFFICE USE ONLY �. S�.ECIAL AP„PROVAI,S REQUIRED DATE RECEIVED NOT REQUIRED VEGETATIONy ENVIRONMENTAL PLANNING/SITE PLAN I CODE ENFORCEMENT USA TAZ _ T- WATER SUPPLIER ' SEWER SUPPLIER DER CERTIFICATION _ FL DNR (CCCL) -. - FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT REQUIRED FEES BP VALUE PLANS EXAMINING FEE $ y _ RADON FEE: NA ROAD IMPACT FEE $ ROAD IMPACT DISTRICT 4�_�%� ROAD IMPACT ZONE_! ROAD IMPACT CREDIT: YES: p NO: SCHOOLIMPACT IMPACT FEE $_ T/_ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE DATE PAID: CHK# ALT. DEV. FEE ZONE: 7�I� SUB PERMITS REQUIRED NOT REQUIRED GAS _ AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY ZONING CHECKS BBL AiL LOT COVERAGE LA EASEMENT Allk LOT SPLITS FL DOT _ SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT - yREQUIRED FEES BP VALUE $__ IOQ� PLANS EXAMINING FEE $_T - -- RADON FEE: ROAD IMPACT FEE $ e �7 ROAD IMPACT DISTRICT /iwYA.r�e1L ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: NO: SCHOOLIMPACT IMPACT FEE $ A� FA-'--_ DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES(:_ NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $ _ DATE PAID: CHK# ALT. DEV. FEE ZONE: _ SUB PERMITS REQUIRED NOT REQUIRED GAS --- AIR CONDITIONING ELECTRIC PLUMBING _ SCREEN ENCL/FENCE ROOF ------ DRIVEWAY ZONING CHECKS CHECKS BBL 1W_Z_\ LOT COVERAGE EASEMENT EASEMENT I � � LOT SPLITS PERMIT INFORMATION LOCATION: '4-'f Vo LOT SIZE DIMENSIONS: BUILDING SETBACKS (ACTUAL): FRONT REAR SQUARE FOOTAGE OF CONSTRUCTION: DESCRIPTION OF WORK: /- IJ / i t INA R.SIDE- L.SIDE PROPOSED USE: 07pLr- ('tau TYPE OF CONSTRUCTION. (CHECK ALL APPROPRIATE AREAS) RESIDENTIAL: COMMERCIAL • INDUSTRIAL• OTHER: ✓ -NEW CONSTRUCTION: EXPANSION OF EXISTING BLDG- INTERIOR REMODELING: OTHER (SPECIFY): EST COST: �( 2 j 6 jjmom STATE OF FL I;FM./CERT #: CONTRACTOR NAME: ADDRESS: CITY: ZIP: COUNTY CERT #: _ O / / b GE- STATE: � PHONE : ( ) j� �d37 S ARCHIT/ENGINEER: —�i Li 1A-M -10 ADDRESS: AJ /QZG.I_&Al CITY: _ �7 e,QceSTATE: ZIP: J`�--- PHONE: BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: �L ZIP: 3,3ia04, STATE. I ZIP: PLEAS NT: DO NOT COMPLETE SHADED AREAS. �iiE14Y PERMIT REQUIRED Yes ' No PROJECT INFORMATION %tO � Elnit. CC14 PROJECT ADDRESS: _ �VOo SITE PLAN/PROJECT NAME: ;Si' L uctic r., : 4 z- DATE L( y . rC�., � 5 3 Pr; 32 SUBDIVISION: gz 23%3S LOT: BLK: M - 3 I�OF I �l _33�-0001-000(Z �— v 1�Flgs � J �S PROPERTY TAX ID #: % Zp-3 ��Zq—l1/ —coo/-oaog PARCEL SIZE (ACRES OR SQ. FT.) �_lL3 c« es LEGAL DESCRIPTION: OWNER NAME: /� nn t C.O" ADDRESS: 3 ci v V4,e6U!< C 4-4 CITY: T� ZIP: STATE: `%g Z� PHONE,:#: IF THE FEE SIMPLE'TIPLEASETLEHOLDER (PROPERTY' OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, IN NAME AND ADDRESS BELOW, FEE SIMPLE TITLEHOLDER:. ADDRESS... '- CITY: STATE: ZIP: PR - FOR OFFICE USE ONLY �-- -= SpECZAL'?cPPROVALS -` REQUIRED VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL:DOT SLC-STORMWATER PER - MANGROVE ALT SEA TURTLE PROT DATE RECEIVED NOT REQUIRED REQUIRED FEES BP -VALUE PLANS EXAMINING FEE $ ROAD IMPACT FEE $ PQ LN q O ROAD IMPACT DISTRICT —� ROAD IMPACT CREDIT: YES- NO. RADON FEE:A/A ROAD.IMPACT ZONE SCHOOL IMPACT FEE $ SCHOOL IMPACT CREDIT: YEJII— DATE PAID: SCHOOL BOARD APPROVED EXEMNO PTION: YES: NO ALTERNATIVE DEV- FEE $ . ALT- DEV- FEE ZONE: DATE PAID: SUB PERMITS REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE NOT RED HIRED CHK$ CHK$ ROOF �--- DRIVEWAY ZONING CHECKS _ COVERAGE ��/ 1 �4�EASEMENT /V/,/r LOT Sp LITS r1_,,. ,, TO: Dennis Murphy, Land Development Manager FROM: Curtis King, Airport Director SUBJECT: LANDFILL GOLF COURSE SITE PLAN DATE: May 3, 1991 This is to confirm that I concur with the site plan for the above referenced project. It has been approved by the FAA through their Form 7460-1 approval process. However, they will not approve easements on airport property because easements give up control of the .;, property. They will approve permits for utilities. Therefore, I would not concur with the granting of any easements with regard to the project. Any permits granted need prior FAA approval. Please call me if you have any questions. Curtis King CK/lfr PC: County Administrator County Attorney Special Permitting Agent Ed Alley, Hazen & Sawyer FLORIDA ENERGY EFFICAENCV, CODE FOR BUILDING CONSTRUCTION FORM 500-B-91 SECTION 5 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Non -Residential Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS y� Residential Buildings over 3 stories ALL CLIMATE 1OKS PROJECT NAME: A C- L ZONE: r ADDRESS: BUILDING CLASSIFICATIONS CITY ZIP CODE: o- 7 - BUILDING PERMIT NO.! BUILDER: PERMITTING OFFICE: OWNER: S' Y0 A - C- - JURISDICTION NO.: Unitary a Heal Pump <65,000 Blwh a65,000 Blurt Water Cooled Evaporstively Cooled PTAC Chrome Total 4 _ EER _mLV _EER IPLV _EER _EFR _ CGP IPLV Central a Heat Pump <65,000 atulh 65.000 Bluth Water cooled Evaporatively cooled Electric Resistance Gas1011(circle one) < 225.0001300,000 Btulh ? 225.0001300,000 Btulh b•4 HSPF COP COP COP COP AFUE EI l y D upon Total Conditioned Floor Area PRESCRIPTIVE MEASURES (Must be met or exceeded by all SECTION REQUIREMENTS Resistance r9 Dedicated Heal Pump U Gas Natural ❑ LPG ❑ Oil ❑ HRU ❑ Other: lip Budget (from Table 543): Z' d = Walls fed. it: /• m ows Maximum o .37 m per linear foot of operable sash peck. Doors 502.4 Maximum of 1.25 cfm per square foot of door area. X Joints/Cracks 502.4 To be caulked, gasketed, wealherstripped or otherwise sealed. Reheat 503.3 Supply air restricted to set coldbot deck temperature to meet load of worst case zone. Resistance reheat prohibited. Ventilation 503.4 Supplied with readily accessible switch for shut-off and/or volume reduction when ventilation Is not required. HVAC Efficiency 503.4 Minimum efficiencies -Heating: Tables 5-4. 5-5 a 5-0. Cooling: Tables 5-7A, 5-78,.5-8 a 5.9. X Transport Energy 603.5 Minimum of 8.0. X Balancing 503.6 Provide means for balancingHVAC airs stem S water distdbuflon s tem. HVAC Controls 503.7 Separate readilyaccessible manual or automatic thermostat for each system. HVAC Ducts 503.8 503.9 Air duds, OOings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and Installed in accordance with the criteria of sections 503.8, 503.9 and 503.1). insulationroping n acco ance with Table -10. Water Heaters 5042 Automatic electric storage water heaters Sl20 gallons and gas a oli-fired storage water heaters s 75,000 BiWh shall meet performance minimums In Table 5-11. Larger sized water heaters shall meet minimums in Table 11-1 of Standard RS.9 after 111192. X Swimming Pools 504.2 Spas a heated pools most have covers. Non-commerdal pools must have pump Omer. 8 Spas Gas spa a pool heaters must have minimum thermal efficiency of 78%. N/A Hot Water Pipe 504.4 Piping heat loss Is limited to 17.5 Btu/h linear foot of pipe for redreulating systems (sea Table 5-12). Insulation N/A Water Fixtures 504A Water flow restricted to maximum of 3 gone at 80 Pslg; tollets maximum 3.5 gallon gush. Public lavatory fixture maximum flow of .5 gpm or ,5 gallon If has sell -closing valve. X Lighting 505.1 Lighting power budgets are listed In Table 5.13. Minimum Ballast Efficacy Factors are listed In Table 5-14. X o U wall Actual U wan Allowable a II conlptyilp under the provisions d 8. 502.1, ardor the combined U ,,Foes for the and h Up root/celling Allmaublq,E;_j,(( r__-_, Uo mcUceilinp Acluel ° In Thy section. He Moor Allowable -. 70 .',Qg floor Actual Uo envelope Allowable y, 7 U emml Actual OTN wall Allnwah.n '' - 0 °� compliance with Section 5 was demonstrated by a Prescriptive Measures methodology: ❑- 508.0 (a) Detached commercial buildings 508.0 (b) Skyboxes or sports stadium buildings less than 100 square feet. that arA used only seasonally, t hereby candy that to aid 9 nna covered by ere calculation are M compliance with the Florida Erse Review d plans and specincations cover ad by this alculason IMlCetea Canplierlcg W"Inv the PREPARED By _ . _. DATE: J'rX K. Florida Energy Codo. aelore corrMnrctlon is completed, this bending will be Inspected for I hereby cemly, that this bullding7e N compllence with the Florida. Energy Code. compliance In accordance with Section 553.908, F.S. BUILDING OFFICIAL: OWNER/AGENT-_ --DATE, BAT,: MANUFACTURER MFR. MODEL Gross Wall Net Wall Glass Doors Gross Roof Gross Floor Gross Envelope r FLORIDA MODEL ENERGY EFFICIENCY BUILDING CODE OTHER THAN "R" BUILDINGS -16 YO .4 - AOW = /eIf A = /349 AG = g70 AD = - D — HWC PLAN NO. / FJ'7 4 UW = , 0 UG UD AOR = / /cflo UOR = . O S AOF = / / �lo UOF - c,, 05 AO - AOW + AOR + AOF - S 7 / 0 Wall UOW = (AW UW) + (AG U G ) + (AD UD) AOW Wall UOW = L4�)(,D�) + (�7D)(/i/�) + Envelope Allowable UO = .36 (AOW) + .10 (AOR) + .30 (AOF AO Envelope Allowable UO = .36 V/9) + ,10(/y1'`) + .30( 1!4)— ( s7so ) Envelope Actual UO = (UOW AOW) + (UOR AOR) + (UOF AOF) AO Envelope Actual UO = (,36) (/V/V) + (,Os) (!V4) + (,D5j) (/m ( 5740 Wall OTTV = (UW A TDEG) + (AG SF SC) + (UG AG AT) + (UD AD TDEG) AOW Wall OTTV =(.P%)(Off) (44)+(97D)(1)8)(.7)_+(1,13)(47o)(15)+(A.)(-o-(44) < 29.0 ROOF OTTV = UOR AOR TDEQR AOR ROOF OTTV = (,Qf)(80) = 4,Q < 8.5 •' MODULE WIDTH PIER TO B MODULE EDGE STEEL BEAM c SPACING 32 1/4- 75 1/2- a r k " c. nLL ono a cnp MVJI I 11Q1_l MIN /WIM AJV/. 3. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS. RIDGE BEAM CONSTRUCTION LAYER I %7. X !!L MICROLAM. EACH MODULE. (SEE PLAN F:6p EpC4jj ) NOTES: I. OLAM FB 2800 PSI 2. MICROLAMMUST BECONTINUOUS OVER CLEARSPAN(S). INTERIOR FINISH MATERIAL EXTERIOR FINISH MATERIAL 162-r 9ouTll MYRtL.E AVENuIE 3.'BEAMS-SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS CLEARWATERi FLonwA,3481 ` TO EXTERIOR FACE OF ENDWAU_ CEILING - 1/2' MINIMUM GYPSUM BOARD INSTALLED PER MANUFACTURERS FASTEN ROOF :SHEATHING INTO TOP EDGE OF MICROLAM TO PROVIDE CONTINUOUS LATERAL SUPPORT -OF OF BEAM. SPEGIFlCATIDNS. � �s� ROOF - 29 GAUGE GALVANIZED METAL ROOF COVERING INSTALLED PER MANUFACTURERS SPECIFICATIONS. G E L C O PA C E .�; INSTALL (2 x 4y- 20" SPFJ3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS s'7 F nn v rc.. i WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE OF THE STIFFENER TO THE RIDGE BEAM WITH 1T GLUE COVERAGE AND 6- 18 GA, STAPLESWITH3/4" MINIMUMWALL 'PENETRATION - IZZ` C-gPSUt,� �' WALL - p( KO SIpINC� WSTAL.LEp PEK- M�UF,4�-UTJ2E/LS Sp[-�'$ pl/E_/L I/Z" O.,9T�=. REVISIONS: INTO IN?0 MICROLAM BEAM. f�YubOD �E 2q•('Ep St}Eg7NWC� , MW• EX(? I -Z4�0 .'� WHEN MORE THAN ONE LAYER OF MICROLAM IS INSTALLED _ • SCALE: -NTS- GdDES: SI3G rt.iEC ON EITHER SIDE OF THE 'MATING LINE, LAYERS ON THAT SIDE OF THE HALING LINE MUST BE FASTENED TOGETHER �" SHEETMAY .WITH 16 GA. STAPLES x 7/16" MINIMUM CROWN (INSTALLED PARALLEL TO BEAM SPAN , BE USED AS A BRACING MATERIAL, FASTEN SIDING PER SPECIFICATIONS GIVEN ABOVE FOR " x 3/4 MINIMUM PENETRAl10N INTO CONNECTING LAYER. STAPLES SHALL BE PLACED AT q.C, MAXIMUM VERTICALLY AND HORIZONTALLY WITH FIRST AND LAST ROW OF " _ 11�"�, FLOOR `ti B,4"fFilt.15.4;1✓,tIDT/fE.E? LtJC7'•.�7.[�S• 3/8 INCH APA RATED SIDING EXTERIOR. 4 OF 4 - - PI STAPL�OCATED 1 FROM TOP AND BOTTOM EDGE OF BEAM RESPECTIVELY. " G A.e F T- /.vST,�t_G �L/ }i E-yy,�AlN.t7 j,2 "pF8„/7L�i,�� JOB NO. -' w _ �•- TYPICAL CROSS SECTION "" 3 �• ..: " � .. {.r......o a " ,_.._ . .... a ,. � n ..,, s r.y .. '. " /r t . ..: .�. .{ v 5 4. .... ......... .:„,. .,._,. ,--..... -.",.. .,..,. .. ,... I . -. - ...: .....,.'ssi:,.,...,...•.u..:-...e„�,.. z.,:..,:.a.mvc�..,w.uaM:. r..d._...$s'eau...w.:�_?1.. y .. : , ... .. . , ,'.: , a ,,: , ., . r _ �. ..:.. ..; . a <. —, •zo. r I t x ry M o -- o DESIGNED-- Q. a DRAWN _ P.E.A. -'- CHECKED --! .E.Ar___._ 1 5/14/91 COUNTY SITE PLAN APPROVAL D.G.C. PROJ. ENGR. G.WB- NO. DATE ISSUED FOR BY 4 SCALE ,4'f,,, $ -- e LU COUNTY HAZEN AND SAWYER, P.C. "F AIRPORT LANDFILL CLOSURE g` AND PUBLIC GOLF COURSE ENGINEERS` �t 1905 SOUTH 2-1 STREET ry r" r �r y { .. '. ,.:;. ,... ,..-,- FORT PIERCE. FLORID -` .; i�' '^ .',.; .,: =�i`' „».. `� '. r� tis*il « - o;�rr„; ^ ;- PACKAGE 69 No. 199 GARY W. BORS P. E. r ,.r; G COUNTY PERMITTING r SITE PLAfl SHEET 1 I -� _ '7 wx 1 1lug 11112t • • N MEMORIES d r ------------ w RIF 77 � 24 23 o DESIGNED d DRAWN --._--- R.M.R.__...._ CHECKED _____P•._.. _.. d 1 5/14/91 COUNTY SITE PLAN APPROVAL D.G.C. PROD. ENGR. G•W.B. _ _ N0. DATE ISSUED FOR BY 1 1 EMERGENCY E�•kci GENERATOR 1 7' i r , ■ s M 7 ■I 1 1 24 22 M 2 27 HAZEN AND SAWYER, P.C. ENGINEERS i 1905 SOUTH 25TH STREET GARY W. BORS_ P.E.. FORT PIERCE, FLORIDA NO. 19959 MIAMI - HOLLYWOOD - JUPITER - RALEIGH - NEW YORK - BOCA RATON t/ V IL I uV lVl Guettler & Sons, Inc. P.O. Box 1987 ✓• 1 1 1 1(.1110 II 3.2 Foundation Plans 4.1 Floor` Plans 4.2 Floor'l Plans 5.1 Framing Plans ., 5.2 Framing Plans x 0 Lo Ld U t4w 1 V4w U U11 Ly MuniciDal 6.1 r "r x. A A �'�,'.GyNp �tk IkpM1reu4 Iwfi e- - Elevations 6.2 Elevation's 6.3 Elevations 6.4 Wall Sections,lnt. Elev. 7. l Schedules, Plumbing Ris 16.1 Electrical Plans , 16.2 Electrical Plans 4� C-1 Temp. Club C 2 Club. Elevations C-3 Club. Elev., Sect. n i� Stiu w. C 4 Club. Found. Framing LIMITS OF SWALE "4 AT EL 22.0 N.G.V.D. in ... . . .. . AT EL 25.0 N.G.V.D. MS 5' WIDE TOP OF BERM 7 ,.a . .. ... .-. .. .. .. � ... .. ,. - -. I �I� .. ..,r. .. .-..- a. .. .. �. -.,. � ,. .. . _.. .... . -... ,.... o ....�....L L. .fi., .... ..� �... >.., ,... .. ... :.. _... .. PQ. ,.... .. 4...- i ll. 1. .e. ?.... .,�. , ,v..--xLL. .ST'... n.... u, _.r .... 1\ .. .1. ........... .. s....>.., ,..,.......... ... .......... .0.. .......... ... .,.. ,....,... , .x.......,...>,_u_».,a....,a_.. .. e.. _... ...,.a ... n.. ...c..0 .a..,e....,. w..,..,e.. m,., .... 40 East, St. Lucie County, Florida being described as follows: OF BEGINNI -'X corner of said Section 20 for the POINT COMMENCE at the West 'r. South of said South 89034'44" East along the North line of the Thence L 5 3989.09 feet; Thence South 00*' Section 20 for a distance of 2516" West, for A 2742.49 feet to a point lying in aforesaid Section 29; Thence North 89*42'35" West, for 4411.92 feet to a point lying in aforesaid Section 30; Thence North 31057'25" West, for 187.95 feet to a point in aforesaid Section 19-, Thence North 00013'30" West, for 1956.44 feet; Thence North 89011'04" West, for af: line of F, for 620.69 feet to the North 964. 09 feet; Thence North 00002' 01" East, the South of said Section 19; Thence South 89*57'53" East along said North line of the South for 1513.83 feet to the East corner of Section 19 and the POINT OF BEGINNING. 14 1�1� k yw Parcel containing 299.163 Acres more or T r. *ZbRT I vIk j Io m Z; 'IV .......... . . . . . . . . . . . SCALE CONTRACT: ST. LUCIE COUNTY MAY 1441 I l§�, lr Ell El. Z r O M � M ,0 O a � O.:Z O LL d. SOIL BEARING VALUES. THE FOOTINGS 1 '� . ,m �•nr.' % �� d `�i, HAVE BEEN DESIGNED FOR A SOIL ` BEARING VALUE OF 2500 PSF. THE GENERAL CONTRACTOR SHALL GET SOIL BEARINGS TO VERIFY THIS PRESSURE. THE FOUNDATION MAY BE REVISED TO 7-ak MEET SOIL ENGINEER'S RECOMMENDATION — — _ _— t-- — — — —�\ WITH ARCHITECT'S APPROVAL. py> FOOTING PENETRATION. BOTTOM OF p� ALL FOUNDATIONS AT PERIMETER OF W M BUILDING SHALL BE A MINIMUM OF 12NMI " a BELOW GRADE S� i' l-, 14,,- - �' p Ir�� ql 10°, CONCRETE STRENGTH. MINIMUM := OJ ' 7 + �� _� ( ( * .., " CONCRETE STRENGTH FOR ALL SLABS, LL _ I j PATIOS, AND FOUNDATIONS SHALL BE Q W Q — �� I�� " t 3000 PSI IN 28 DAYS., TEST RESULTS T I �iY w_-- f� J wT _ til sydpr� SHALL BE ACCESSIBLE TO OWNER AND L++ ARCHITECT. a a �✓ � pq- FLOOR SLAB. 4" THICK CONCRETE SLAB WITH 6x6 10/10 W.W.M. ON Io I ' �� t� �•' �CLEAN, COMPACT, TERMITE TREATED E z. ;.,. , SOIL. MOISTURE BARRIER BENEATH v,_ Fie, I---�� FLOOR SLABS SHALL BE 6-MIL VISQUEEN. oe �,4 SLAB FINISH. PROVIDE STEEL TROWEL •` oqy tlt3 �� 1�_ FINISH FOR ALL INTERIOR SLABS AREAS. , y PROVIDE WOOD TROWEL FINISH FOR ALL � J-ocA9'r-?,ImE` a � s GO 7I U£ S EEL r+�l t{C I �I S of EXTERIOR AREAS. oP ►�Fi-�ir� es t 11 Go�T'' i 11EO sr� t4jr EXPANSION JOINT. PROVIDE 1/2KI " 1-41 V. �t � � �� ✓� I V � rG 4 I � � — `G' THICK X 4EXPANSION JOINT " WIDE BITUMINOUS AT r ♦ i jj = -(—�- I � % SURFACES WHEREEXTERIOR LSLABS LL —I �. � T�� G ., _ .I "` ABUTT FLOOR SLABS. S 07 t,-KCr- SLABS. 4" THICK CONCRETE SLAB WITH 6x6, 10/10 W.W.M. ON CLEAN, COMPACT, TERMITE TREATED , t .. .. *F .. .. ... P S. N e r, s.... Y.. :.... .. rs a .. h .. ,.....,+� .. ..Ss. .,, .. }.!'. 'F :."a. `e. .. ,V ` � ♦\ SOIL AN 6-MIL V E N E DI S U E SLOP . .: +tFlsn ,i:...E.':ki,. X:.,:. :Y ... .. .._ ..a5:.,. ..+.�ws'°{, �. ik .�U'.: '.)-._, fi-, ,:... Gm w'R ..r.•..,. .«..... 5 'F :..>,e-..._,r,.. , k::...{ ,,,.. A,..,. ,.. `'ki. ,r ..._. a,,�k C..-.m.,a-.1,.4... x..., N rYJ'w . a.. °_• a'i „' —__ _ '. . 1',. T^p?hr✓xAl�' iGh Iw'ro"`G :.., .... _.x , SLAB AS INDICATED ON PLANS. �tr >tC\ rl� ,�t £ . � I`f' •2-� �;. ,< ' ""� � _ -1-"� ._ __ OB PLUMBING FIXTURES. GENERAL PLUMBING FIXTURE LOCATIONS ARE SHOWN BY DOTTED LINES. REFER TO FLOOR PLAN FOR EXACT LOCATION.-77 SLAB EXTENSION. EXTEND FLOOR SLAB 1/2" AT ALL EXTERIOR DOOR LOCATIONS. ANCHOR BOLTS. PROVIDE 1/2" ANCHOR z BOLTS @ 4'-O" O.C. MAXIMUM IN W ; BOTTOM PLATE AT ALL EXTERIOR WALLS. o "^ +I '�I I �� IJ• MONOLITHIC PERIMETER FOOTING. PROVIDE CONTINUOUS MONOLLTHICCONCRETE EE FTG4"WIDEXIC�" DEEP WITH 3 - #5 CONTINUOUS. it i If I � �1�� (1 �� t2. MONOLITHIC {'s•X'I': FOOTING. PROVIDE \ >- al d y• xl'�V . �� y CONTINUOUS CONCRETE MONOLITHIC ��j FOOTING 8" WIDE Xi&y " DEEP WITH �' #5 CONTINUOUS. Stp Q� % it 1 CONTROL JOINTS. PROVIDE TYPICAL SAW CUT CONTROL JOINTS AT LOCATIONS 1 (yl�f SHOWN ON PLAN WITHIN 12 HOURS OF ".§ ! IFINISHING SLAB. METAL EXPANSION zv. JOINTS ARE ACCEPTABLE IN LIEU OF SAWED JOINTS. _L 1+.. FILLED CELL. PROVIDE 1 - #5 —� VERTICAL IN CONCRETE FILLED CELL FROM FOOTING STEEL TO 20" MINIMUF! 1 ABOVE FINISH FLOOR, AND 1 - #5 !� VERTICAL FROM FINISH FLOOR TO 1 — BLOCK BEAM ABOVE. SEE FLOOR PIAti, , #T---� ''"-� .fit'{'l`� PrParr} VNL'1 Aft vtr o -to 6-0Aor- a- :I r I i Lk xY J� 4 77 ; , '.k x � ® `,A FOR LOCATIONS. 15�. HOSE BIBS. PROVIDE H( LOCATIONSO, PROVIDEOOx BLOCKO WITH 2 #5 CONTINUOUS IN EACH, £N„ � .,fix j'• w..,.z� �5� a�g�' �ntSaeS y r.: ,.g.: k,..„.Y�, � ' it___- fl\ � � ----4.04c.-rluav L4` ^ '�s 1/'/|8 | W 44*"u-'"r.Oil o 17 � � � " { \ ^ / \ | � . f(� | ° 6\| | 11 | 1| | � ��'�� :�'�~||�~� -� |-��^° ~ ^r-^~-'`~-" 7 / 07. VXc< SL88S, 4'/ THICK CONCRETE SLAB WITH 6x6, 10/10 W.W.M. ON [LEAN, COMPACT, TERMITE TREATED SOIL AND 6-MIL VISQUEEN. SLOPE SLAB AS INDICATED ON PLANS. PLUMBING FTXTURES^ GENERAL � PLUMBING FIXTURE LOCATIONS ARE SHOWN BY DOTTED LINES. REFER TO FLOOR PLAN FOR EXACT LOCATION. � SLAB EXTEN3ION, EXTEND 0 l/%" AT ALL EXTERIOR DOOR LOCATIONS, ANCHOR BOLTS. PROVIDE 1/2" ANCHOR BOLTS @ 4'~0o D.C. MAXIMUM IN BOTTOM PLATE AT ALL EXTERIOR W/\LLS0��^ | .rz.�� | - MONOLITHIC PERIMETER FOOTING. PROVIDE CONTINUOUS CONCRETE MONOLITHIC FTG, |/oo WIDE X DEEP WITH 3 ~ #5 CONTINUOUS,, MONOLITHIC tX-r. FOOTING. p12__�A CONTINUOUS CONCRETE NUN0LTTH FOOTING 8'/ WIDE X W�` DEEP WITH#5 CONTINUOUS,|3�CONTROL JOINT3^ PROYI0E TYPICAL ' SAW CUT CONTROL JOINTS AT LOCATIONS i4/P4:--7 WITHIN 17 HOURS OF r FINISHING SLAB. METAL EXPANSION JOINTS ARE ACCEPTABLE IN LIEU OF SAWED JOINTS. it. A/C SLEEVE. PROVIDE PVC PIPE SLEEVE FROM COMPRESSOR TO MVAC LOCATION AT INTERIOR OF BUILDING. SIZE SLEEVE TO ACC0MODATE REF. LINES AND SEAL ALL VOIDS WHERE SLEEVE MEETS SLAB. rl A/C SLAB. PROVIDE 4" THICK CONCRETE SLAB AT LOCATION SHOWN FOR A/C COMPRESSOR, ELEVATION OF � SLAB SHOULD NOT BE MORE THAN 8// BELOW FINISH GRADE. - 1&.NETAL BUILDING. STRUCTURAL STEEL, FOUNDATIONS, AND METAL COMPONENTS OF METAL BUILDING SHALL BE SPECIFIED BY MAMUFACTURER . ' � 17 HOSE BI83, PROVIDE HOS8IBS IN ` LOCATIONS SHOWN. r�� lb FUEL STORAGE WALL. PROVIDE 2/- o' HIGH BLOCK WALL WITH 1 COU9S� C0UC. FILLED U°BL0C WITH 2 CO ` ��|p�J�� TOP,1�P��V��4��|+�r�.~,.,.U,~.wAv �"��i� 1q FUEL STORAGE. FUEL 'AND SHALL MEET 0LL LOCAL FIRE AND HEALTH' J CODES.THERE WILL BE �'-O" NIN �,-7�� ^ CLEARANCE B/W TANKS AND WALL AND B/W TANKS, FUEL STORAGE SHALL 17 BE COVERED WITH NON-COMBUSTIBLE ROOF AND STRUCTURE BY CONTRACTOR. VENT SHALL BE PROVIDED AS REQUIRED� r-. r 1� it —� OI HS purLls� " —LOA Paull r�l -1_ " Wirt+ it�u�y n .t ,.i, - <; y d ,h ,.f.`i t`.: (,✓1+ ..�� eY: w Y i 'Nia^. 'ac;a s;", y"y'd, 1.: f v'. :`z `iG'xh�nM-y, w,ya= ;:"y$ f'yC .gsymnu r:.$ uwt'.`:" "';y..�xi X :'P '.p y,•.�� m. ,m.. F'v, .v; 3e,t,, y, t IS"'I;. �x��5'I t -0..4 y' .c.:kpi .� �.�'.s ..s. , c� r.Pj S Sx .,,,?r»<' ,y,""ri, s'$`",,� �� GrY t!« Fay,.+.� �r a" r'". 2, �; .;'::: , r � s :..,,� .r* 3 '... z.0 -rQ ^�%r.:y �^ ,z:' �,. �• T' .:., �' . Y.. r: ,, � r :-, , ^..,. fi w',`'r� ,,� - s§`" .. I ; ' a', �t a M1 j X e '.;... «..:,r `. =r - h� 9� .t ?,;a:4 � ♦ ..x.. n,. .. s� f � nw.. '�t r.°: r: >' ,. 's`d,. .�"A ,dy. m:t �!" Q J a a , 'H ;..., n ... i ,. „b .. .n,. �.•:-. R r. ..ffi, e �.(.:, n. .>b a' .: � a AS. .,.. >.+ ..�. b. .. .. x. .,:. 4 :€ � ,,:..: ,, .. a .. , �9 .. _• ,. ��S ', r r ,., I § ,.. .. .r ii. " x . k,• :u« bA...N '. : ti♦, { k. p �:' io... 1 v.. *F. .. .. �' .. Mb��`�'e'.4 1 L 1 t is s rF+..� �aat+tt d xr ,u,l '^" i '4-a aye' ,"533i%�;-�x�'xT:,.1�;�'� *. v� ,�} r #� � „^`:�. �:`.:e�1..., ,,F„ci`�Ps�•.:k'�TM�rs'�+:�. �Y�f.,�Y: PRI ENG` ED, PRE-FABRIC�i W00 USSE FOR SPANS CON-'-0NS' SHOWN SPACE TRUS -0" O.C. MAXIMUM AND AS REQO TRUSS MANUFACTURER. GAMINO, BLOCKING, STENERS AS REQUIRED CURE A RAME ROM SECURE F, EACff.` NAILING SCHEDULE. NAILING, P. NOTICE IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, o THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS �- 000NTY, AND THERE MAY BE ADDITIONAL PERMITS REOUIREO FROM OTHER GOVERFIMENTAL ENTITIES SUCH AS WATER MANAGE- MENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. G3�e�"� r�d991 113 ;va Aa q/- ST. Ulf AM— PIERCE FIRE PREVENTIOMBUREAU 1 REVIEWED BY Mid HA 09 FOR CODE COMPLI CE T PH"N": 465.6655 DATE SUBJECT TO: 1. '? I :r!" CO. -FT. PIERCE FIRE PREVENTION OQE.'� "- �2E SAFETY CODE-101 c�. STAi: FIRE MARSWAI'S R 81 R O y � O Z 1t Z 4 O n �{ cx 'k st }�•X,TA " � k, ��u (. ,. .'� r��, pr,,^N`�:1�F'4�� t I V :: ,: ,. yy ,'• 0 4i.�: E. ,.t ;F a� ,K' .�'S: :. OC v s, i k4' r- - f ,s � I S '; F � , •r. ;,_ .. ,_;. 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F, .".x,i- ,„,,.:+. r_.,: r,. , .„, .•.....r.: ..a�kl' . ,x. ,.. ,�rlI....J.W.n.,.r.�rL..., ,,.,,.. r.,;.fkr.r. ..IL-�..L. :n..�'.,...,,.:.,.... ..r :1 �4!'Ir, 'fi1tI I H!�r.. r.„,,e I",,�r,,.+s,.,,'...;.-,.m...:,...a..e..I.....A.,......... . ...,r..,.,,.r:.{.4..�.. .,... . a. , ,.79.,.,,.�.� I�. .-S,,h.m. : +P... ..7-........,,..t_r.i.z..:..:a.v,.,_.... ,. i Enn.',. �<,'�,.,�: i_.,,.ry , �..".4._ ,:..x.,._..�-. ... ..,*R.m _ tS.,.�e , „. 'r..y.P,,i&1..._x,:. z.5..`...a,...�z.,:✓...,,......4 .-..v...-....... .-.E.,:.,.,. ' s• 2141 , x +.♦.,3�9-.''i..,a., .". . . e, ,✓,FJs' dn -. . `< ..�.:,. p.:F.i 5rU,. D WALL. . N7ERIOR AND EXTERIOR WALLS SHALL BE MINIMUM 2 X 4 WOOD ,,M. STUDS 16 O.C. PROVIDE 6 STUDS , i♦ � s=r ,.. + Ja,i, t .x. + . _., , a _, ,_ , c.. , , �, ...• � � ._ 4� , r , < ,. S S (� . ,.... , , . ::: * .. :. "k, ,, F.. r. -r:: ^k I , •... ,d , ...,.. ..:55 �. x ..., .. ,...:. eg .. .. .:a,. r ,�rr� r P., k .. Ckr. �. sr �h ri < .r.. _.. �-,. ,.. ':, x... 'w'v#, .'6,. Yr. "N: .:Y ,k:. ,a.. I *, ... .. 3e'" ,, .. .: 41" -... �..ai ,rv; ..:,": • M: _... r' .,-,d'.s ,.. .., :+PS.'x:, 5. 4 5w r.. y ..r t ,a,,.. W .... .. , ✓ ,:<c.1x..- ..-......, r w : -_ F .. ..,tat ,....: , -. ,., ..3 WHERE NOTED FOR PLUMBING WALLS. x .. .... ,' S - �' 4 YiWA... �' r w. o .. ,: a. r 'i'..:. , C, r... .. i. ,S _ ♦ M..'.sX ,.- G , ..... a A ...; ,.. : fi _�: 2 .:,. .n8 .. .. r .. _ . ✓: � ..._ _ ♦ : .( :,: ,>.. , r , .::, ,. �. � ,. r L a•}*§"�, ,. �.-,_n -� „ �r > a. , ,:.,. _:' .. _ ,,..., ,.... i kk ., "rv:. ._I*.. +.<. a. , ,.,-.. r: ,_ ,3.w:. �� PROVIDE SINGLE PRESSURE TREATED .- a lz ,. rt , ..., ,:.., ,, .., Y ,. � il:fi ?e _.:,. .✓ `� .:, v _...`ii h . , z� Y ..,G.,. -..h, ,. x 4 r....; �- ,.. _✓'. ,. ry, ,., I. �.,: r .�',-^,. .'�.i. m , xYl ., .-? u v W.'... yy. ,m. "!l. �R ., , _,+ . ,:.... ., r w , ,- w wrrF ,. , v_ _-. c„ ,::, °. , ...:.: „ ,.._.. <s a .. -. . „ „ 'E; > ,:t. - ... e X , ., ,.. .. at-..,.. _.,. ..., + ... _ ., , ,.._ , ,. , •�,... , .. , cv:i -. , .. ,> .x..,, .e _...-.. .,.. , .. `� .�..-•o.:-F .f N .,. P ,! ,..k w .:.. e .... ! ,. a ..:.- ru BOTTOM PLATE AND DOUBLE TOP PLATE a. .. -1+.2. x.x , s.r5.. ._rtw.. ..,:..:...... ...,;, ...., , a, _• .., , .. ,. . � l; v r I 1 ,,r•.. .,.r.:a".,...a ,_ ey >bL ,, . .,,..,._,._.,,#.,.:;v,,,t....I ,�, �*:t.�,,,:,:'r 5 � r.: .. .,.t...,r.. ... . , _v�,• ..., c. , J ^., ,. ,*K,*.�, _° r .:..o :.a,2 s G ..Y.. x+...ar._.. r . �, , ,F. a......: .r.:.:3 ... e}•i,. .".r✓:r...., .R.> F., N�,[.; r".fYi` ,,._... me. � fa.,. . .+., Ye.:. ..�,isr Y..-. .ro . n �.. ,:n.: .. ,..,..14. : AZ,METAL BUILDING. D STRUCTURAL ONSETNEETLS2,Nrt,Y,,RIM,, v� r wk`a r*R ,I TS>, a cv OF METAL BUILDING SHALL BE SPECIFIED 1. x e tk >t W k >r r_ � r, a i! e�R'aRr1 .,..::. „ .n ''. ✓ LL ":'.:. ,,:„Ur s .. - j.n.. ,..U: 1-111-11 �4/p.1 HR WALL : PROVI DE 2x4 STUD D WALL .. \i: w,.4r. „ , ...C..r. ..4. +P� 5 M,a WITH 5/81TYPE _ X GYPSUM WALLBOARD ��li _ I_a �.acX. :.... :,P ,r, v. ,r, t :rr.,a ...",,r.. ...a, ,.... .. .. :_ a -, YI ,..., .... ...a ....., ,n,, �„x,Yz �<, _e:ri:.:,r:5:,,':. t, ♦w,, r_l I r*, .,.J. J{ M1,,_ ..,...,♦.r.'a.:,....u..7.,:,- ,xn�..,s a I .rsY...Y:,..a,'..•.....,w u.r..r ..r„,..,..t .l.,..:i... , I 2 , ,,_,.,.- .5..-:. .,..F......:r"..... ... S r , n,r_..:::.:ti.w." ,, r 1 , ,_w. .b. ..,, ..: .„' n .1, -..r,..,,... .,J_ :: i.. .1 ,✓3` ..':.k'rr.....'�.;:-... , . ,. s., , ,. v.+.. :_:.-.,:: r ,.i::....x-.i.. . .' r,Ies, a i5rz4hL.. a, x,. "� e-, va. Y»..:e......a.. ,. ry r.e.. H,+n �_A..x,.1,,.,.,0, 2n. °J, ,,✓ ",,;,: ,,� ,Y , ,a .. r ,,♦..... t,..,. ;,..av ,,.«.s,,. v�.. ..,... .,..,,.... �1 *--+.._., ...„:::.v,,+.� :[�..'g ,,_n. F ,L xr ;^,y..'"v. .v'ita,:�... '::i" ~�.I i^*f:� 5>.~x.n.,;v..,:.k. �:ydy i ,r <. BOTH SIDES. ALL OPENINGS THROUGH VlJL , rr , �, I . . } ..., . , ., _,.: a v -_.. � . , , .. .... ,N.>4•i„a -. ;..a '' ✓ ' • 4,.'^F t :6r �, t'4r.�s , ,., ask, _ WALL TO B 1 HR ,r,. , -�` .,. R, �r , , ,,: ;': , r ,,. ✓, .; ss ,.,fir 6 r: an: � �. ATE , . , , . ,.: ,F r I r I p . 1 ,•r >z ,, „ .. ,.:. ::: ' .,, ,. :., , „ -.. f ,i , t, r -1'D � -, , :{_ r , , :::, ..kb, ,,,. •i"':.3 , Wai:,. , ,1...4 ,. " c,;i -... ,. - „ "#"'.. ,: „�3.�.. 'd?ae°^:a �s �.a... �'t�F nt�6 .^�o.> �?��"I_j �' � : rI1 5toDill i �r•N �WALL. d 5�lRi`C A L PR0IDE HIGHr LWITH1t4 AT. FILLED U—BLOCK WITH 2 #5 CUIv(p� r , t ', ,,,'Fr, 1 � ' ^=' J? .X=+• ,.> fi 9Ati;MY" .:� ," IF�'b ,mid Fk rl yl� ':14i! :, F".k >N >•. , f`C . ,x,? kx x'�X� ��"`�`�` I . -k., �^,r+I :: 6a � I5 -dq v, x ,.f , 5r! td " ;,.; r a IGI•b �G�• f�� IGI S " V r: YF 9,4, �F^ 2i8 F P.`. * ..:_�._....r�f,."k r A+x,^+%%�>6n F - :�'.s i^S'i: ✓.k `:1'f M ,i k' ,Yc I I•�II Z�-�1��_�r� V y +• .{, O t � gv 5 ry R < ! `. T .^� t d 0 ll IV 1 II i i � ! I 1 i a"6y '� ;?, 1• �'t � x:'.1+� _ . •;,, w r, �'.�"` � Y„ � a� .} � w'::,F, +.`~.t�.� ,. a. J,S{ `,r �, —. �__.� ��—__—__�__- _ `_ _ ` ' tr 3 I 3 Iol Irk 3 I, f �1 ____ ��• 5 f,."" xo4*.1F w, s:' €, ^k,M Kv�A^. a: W 1. 1 I • I� ... I -. � Y Yfi �. a �#. " 1 .�.. .,'�''. Y.(. ,�. 1 I I ,Sa y x,l� w, '.i 1 ��#y� F atk ,y�,:: .^ `- - w dd _ , r ,I - s O a x 5 b, ..:'-ka S` 'I�' ', -, W�,< a •'+ a §tc, � %, s ? x " ,a" ' :.. :rp '"xF+l, - 3,'T,:-:n .. fi '`", x..6 ,✓ ? s+`t31. r' ... r 1"� , �..i.,.. E,0449 J„ +..;,, a' a» :r.; * " ,. .y..i ." ,,? s : 4 ' yF •m Tr i.;u:i€ u, -.. .F ,' u,�l`a ";.. '..-.3PM ,. t v. r. � �+. �.w.,1 �F.°"f ✓'Y Y�Y �'9 �.4 a yer gy x 3 , � ` „ `V Ai �t I „'f �. , � c- r, I Ir„ -- b'4'Y ,''%Yi ;.5 •, - , -, ', . :a: 4 YL , lY '':F .. pj,� �' S _. .3. , �.. i ✓ ,, '.. ' a. ', n^ 'ry�yx,,t `'"U ::r g✓5� � , ,,.� i r1Y. , a ' 9 µ V •,c y,:"-'� > tc`, "`.' Y .p. :..:t ,. .., a ,..': t::.' , -„m n .T l FM1 P:. v.. / x A. >♦. ,� r ,V- er _i ttv ". A,Z.0 F• } F, r. >r .: c.. i. z'P. '. �� i J. ,}. w .._.:,.•:e lad a � f' �+ +1^ 'Ekaa' y' ' F S'a «'PI w q wr�,"vj 'k,e� xY f e _ � I CPO f ulPotiti Ats 2 <+ >� I I �� OP Ir�Cw 6 L— �Q Lxo'-rr-W55455:5 Fi2-4iOG• OI it jr . + L a 1 � � Piffil3n+N 1 I ' { i 1 i i f f i 1 jI I J � �w °."9,?1 -11, - � qm I I !1 -o a, rf ,,. n .. reww vT�Sk'-tifl'�v1Fwr;aCL?q;�. "Wl �Y M1'3t Y 1 6� ;M ■ � inn J I V G.4 DI..ROOF TRUSSES. PROVIDE F�F_- ENGINEERED, PRE -FABRICATED 2 X WOOD TRUSSES FOR SPANS AND CONDITIONS AS SHOWN. SPACE TRUSSES AT 2'-0" O.C. MAXIMUM AND AS REQUIRED BY TRUSS MANUFACTURER. PROVIDE ALL FRAMING, BLOCKING, BRACING AND FASTENERS AS REQUIRED BY CODE TO SECURE AND FRAME ROOF .o ASSEMBLY. SECURE END OF EACH ~ TRUSS WITH GALVANIZED HURRICANE CLIP, W M a GZ.NAILING SCHEDULE. NAILING, H FASTENING, AND STAPLING OF WOOD =' 0 O MEMBERS SHALL BE AS SPECIFIED IN W THE STANDARD BUILDING CODE TABLE si 1705.1. t! Im TRUSS SHOP DRAWINGS. PROVIDE a SHOP DRAWINGS AND LOAD DIAGRAMS FOR ROOF TRUSSES TO ARCHITECT FOR APPROVAL. ' C Q_TRIPLE STUDS. PROVIDE MINIMUM TRIPLE STUDS BELOW ALL BEAM CONNECTIONS 'K� z a1 ,:l79 BEAMS. ALL BEAMS WHICH TRUSSES ^ BEAR ON SHALL BE DESIGNED BY TRUSS MANUFACTURER. SHOP DRAWINGS TO BE APPROVED BY ARCHITECT. W /g,.CUPOLA. PROVIDE CUPOLA TO DIMENSIONS SHOWN ON FRAMING PLAN AND ELEVATIONS, � WITH 2 x 4 FRAMING SECURELY ANCHORED TO ROOF AND SCREENED WOOD LOUVERS TO VENTILATE ATTIC SPACE. F_XTEND FLASHING 4" MINIMUM TO SIDE OF+,G4,PO,A. .M SEE DETAIL 9 ON 6.',. a .y/y3 � �1� �a �-t '♦M1J z ,rb'%* :« a I'•.. rs ', , r +� + s r d r ar. ?:v, + �'..., Y �+ „}4 n 'c^ t "x�. ,: i" ir * ,. t; i R �R ��. »,. ._ %6i .«Y-,@ �f �mlow 7tlh,:: v>rr rl r••au: ,+ara .x�,:n e., .r.�.,, �> _>..�,#�i. ..� ..,._.... � .w.an. .;�`�".%4a.�-t A�.�.r.:rt:.azk. .3u,.,,ta�e 'r! i w*�i't37 r ' —r G •• ®�� gh h ya n a �® • 4 + „A y • j•�' i'� ��'. 114 ^i/ lr•'0 M .".45e Y "�" a A "; � t",1 Y 4J r+y "r x r z .t; r';� 'yw . di �� ., .,,f^'mY +N; a:. p R r •Po+ rM t8 a i' }'A, a-T, 'w u"k'. .: M, S .,iz "�`fi ,K ✓ ;54: 5 At 1 y ' � Ir$, r %� ,, ..r ` s.r... t ., ' . ^' ^, • m,'ej: a ',;;`} a �. d a,. i, I ... / ,. ,.. .. .. a 5 r.... .. . .,.. , n.. ✓.: '4 ...,:.. n ...Y. li4 v Y .N. G .... .. vl :. d. }::: r .... 'n. .. :.... e. ., .... .$ d .,.r ,. 1 .... v P>':.,... ..,w _ �+.. n L .... a ..G.. . .:r,., ,.3q� 1 ,. ,. 4 .rY * ..u. .,.:...�fi�., x.A �...�.�e V n ",•8�,nuli;im�fk v E.4 ....:. 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Ss, •..: q„ ,.,t' s.. � _.., mKE" .3.^ tr. r . ,i'� na'm•Ww;t�+ .... «� . a , 4. ,AJ s ..x •U . >r.ry a.. ^.+1 ..z r + .y r r , « S' ... 3.r:. , ...,,.4 .wi4.. ux , w j C S.. `Yxi,:. ,� 4s ,R .. , . _, x, vp r a✓, .... . y„I. ) r!Sa .:, n -., .'S :;.,• :r - r N.: 41, , � � r'§I�•:Pllr'' ..., ..- ,.1., ,2.-:..,., y fi ^:ti L 2 n Y: Oki orsAli NOTES .ROOF TRUSSES. PROVIDE PRE- EN&INEERED, PRE -FABRICATED 2 X WOOD TRUSSES FOR SPANS AND CONDITIONS AS SHOWN. SPA';` TRUSSES AT 2'-O" O.C. MAX '.M P\? AS REQUIRED BY TRUSS MANUI i PROVIDE ALL FRAMTNn PLC; BRACING AND FAST `!^ ' S r, E)UIRED BY CODE TO SECURE AND FRAME= ROOF ASSEMBLY. SECURE END OF EACH TRUSS WITH GALVANIZED HURRICANE M 'AllCLIP. Q 0 dZ. NAILING SCHEDULE. NAILING, °C FASTENING, AND STAPLING OF WOOD MEMBERS SHALL BE AS SPECIFIED IN-MASS THE STANDARD BUILDING CODE TABLEl 1705.1. cuc W a QA TRUSS SHOP DRAWINGS. PROVIDE �- SHOP DRAWINGS AND LOAD DIAGRAMS FOR ROOF TRUSSES TO ARCHITECT FOR P APPROVAL. a i "'fib' � ` � a},TRIPLE STUDS. PROVIDE MINIMUM ' TRIPLE STUDS BELOW ALL BEAM• CONNECTIONS. 05..CUPOLA. PROUDE CUPOLA TO DIMENSIONS SHOWN ON FRAMING PLAN AND ELEVAT"ONS _ w,,, WITH 2 x 4 FRAMING SECURELY ANCHORED �- Y � TO ROOF AND SCREENED WOOD LOUVERS0 � TO VENTILATE ATTIC SPACE. EXTEND t _ g,^a RFLASHING 4" MINIMUM TO SIDE OF CUPOLA. A=> SEE DETAIL 9 ON 6.4. ' M 4Y,.STEEL BUILDING FRAMING. SEE MANUF. DETAILS FOR FRAMING OF STEEL BLDG. '17 BEAMS. ALL BEAMS WHICH TRUSSES d- �5„nd�"�` BEAR ON SHALL BE DESIGNED BY TRUSS $-o r MANUFACTURER. SHOP DRAWINGS TO w m BE APPROVED BY ARCHITECT.lkc o �a 1. ' '' DB.NOTE. CART STORAGE BUILDING TRUSSES SHALL BE DESIGNED TO CARRY LOAD FROM BATTERY PACKS SUSPENDED IN TRUSSES. : 7 f i'p' 15Y fG1 y ' k 1 ^ NOTES .ROOF TRUSSES. PROVIDE PRE- EN&INEERED, PRE -FABRICATED 2 X WOOD TRUSSES FOR SPANS AND CONDITIONS AS SHOWN. SPA';` TRUSSES AT 2'-O" O.C. MAX '.M P\? AS REQUIRED BY TRUSS MANUI i PROVIDE ALL FRAMTNn PLC; BRACING AND FAST `!^ ' S r, E)UIRED BY CODE TO SECURE AND FRAME= ROOF ASSEMBLY. SECURE END OF EACH TRUSS WITH GALVANIZED HURRICANE M 'AllCLIP. Q 0 dZ. NAILING SCHEDULE. NAILING, °C FASTENING, AND STAPLING OF WOOD MEMBERS SHALL BE AS SPECIFIED IN-MASS THE STANDARD BUILDING CODE TABLEl 1705.1. cuc W a QA TRUSS SHOP DRAWINGS. PROVIDE �- SHOP DRAWINGS AND LOAD DIAGRAMS FOR ROOF TRUSSES TO ARCHITECT FOR P APPROVAL. a i "'fib' � ` � a},TRIPLE STUDS. PROVIDE MINIMUM ' TRIPLE STUDS BELOW ALL BEAM• CONNECTIONS. 05..CUPOLA. PROUDE CUPOLA TO DIMENSIONS SHOWN ON FRAMING PLAN AND ELEVAT"ONS _ w,,, WITH 2 x 4 FRAMING SECURELY ANCHORED �- Y � TO ROOF AND SCREENED WOOD LOUVERS0 � TO VENTILATE ATTIC SPACE. EXTEND t _ g,^a RFLASHING 4" MINIMUM TO SIDE OF CUPOLA. A=> SEE DETAIL 9 ON 6.4. ' M 4Y,.STEEL BUILDING FRAMING. SEE MANUF. DETAILS FOR FRAMING OF STEEL BLDG. '17 BEAMS. ALL BEAMS WHICH TRUSSES d- �5„nd�"�` BEAR ON SHALL BE DESIGNED BY TRUSS $-o r MANUFACTURER. SHOP DRAWINGS TO w m BE APPROVED BY ARCHITECT.lkc o �a 1. ' '' DB.NOTE. CART STORAGE BUILDING TRUSSES SHALL BE DESIGNED TO CARRY LOAD FROM BATTERY PACKS SUSPENDED IN TRUSSES. : 7 f i'p' 15Y fG1 y ' k 1 ^ ,9" Q i �1 r ,�//-�.1i l I,4„1 .,, �, �Zi ,l r � Y , =1' r: '�.TI l ,�'_► I- ' `T f-1�-y, '�= '�' N ' 4A,,S t' CtPL- r t Ka r,�. r-.HAV—. Ali I h, , T"4V, N�4j..: m garball IT -4' to 4 z 0 C't 'o 0 0 ky r R 0 V E MET 7 / 8 ot 30 FELT P. CDX FLkWUOD. 11 T ON TOP OF INS eg, SIDING. PROV c 10 SAWN CEDAR OVER 30 LE PLYWOOD. LAJ FASCIA. PROVIDE P. a SAWN CEDAR FASCIA A-, TOP CHORD WITH GALVANIZED METAL EDGE OVER P.T. 1 x 3. LL I La SOFFIT. PROVIDE PAINTED SOFFIT W/ CONTINUOUS 4.5, CUPOLA. PROVIDE CU[ SHOWN ON FRAMING P-LAN 0 WITH 2 x 4 FRAMING SECURELY AN TO ROOF AND SCREENED WOOD IOUV FP ,. TO VENTILATE ATTIC SPACE. L ''b 0 FLASHING 4" MINIMUM TO SIDE p 'J� SEE DETAIL 9 ON 6.4. z 0 gV& CMU WALL. PROVIDE 8tfx8lvx16ll CMU t WITH GALVANIZED LADUR TYPE DURO- WALL METAL ANCHORS @ 16" O.C. ,VERTICALLY IN HORIZONTAL MORTAR JOINTS. rLw54{ 'joir+- jz-wjrlir4c. v�-+o Z t97 EXTERIOR COLOR. CONSULT ARCHITECT 0vt FOR EXTERIOR STAIN COLOR. 68, FUEL STOFtAGE WALL. PROVIDE 2'-0" HIGH BLOCK WALL WITH I COURSE CONC. FILLED U-BLOCK WITH 2 #5 C)NT, AT TOP. U\ r . FUEL STORAGE. FUEL STORAGE SHALL !R ;4 MEET ALL LOCAL FIRE'AMD HEALTH CODES. THERE WILL BE 3'-O"MIN CLEARANCE B/W TANKS AND WALL AND B/W TANKS. FUEL STORAGE SHALL BE COVERED WITH NON-COMBUSTIBLE ROOF AND STRUCTURE BY CONTRACTOR. VENT SHALL BE PROVIDED AS REQUIRED. Z. a; 0 --T z 0 0 A tI -r,,-r er- W!p A, A A A I rk 120A Elms IMAM K'777"NM 777M '77 !wm V _'k li, � � kQAN Alty"M VTA*�" "�v* �4' AAA A,. w! A 41 'pm V,111� hn F- A4 ' ww� —7 1 -4 . I --rail -��I�j rJ r.� ail — r. 447 z ROOF. GALVALl_:'l- PLACE C D.C. OV01"ll COX PLYWOOD. ON TOP OF INVEL' A, .pZ, SIDING. PROVIDE 811 T R' r'-) UC, 10 SAWN CEDAR SIDIN,.-, r"! P OVER 30 LB FELT PAPER JV cm) et PLYWOOD. LAJ c*) 0. FASCIA. PROVILl- SAWN CEDAR, Fr " A err; ;"07- TOP CHORD WI` Alln�_v C.31 S LL EDGE OVER P.T. 'I x Lj ,0,4, SOFFIT. P R 0 V T F) F D P L W 09, F) SOFFIT. W/ CON-; lcP5_METAL BUILDING. STRUCTURAL S I FOUNDATIONS, AND METAL COMPONENJ LL OF METAL BUILDING SHALL BE SF)Fr'-fr BY MANUFACTURER. 0 A%o. CUPOLA. PROVIDE CUP CILJ'i DljvlENSi0l,,iS 77 SHOWN ON FRAMING PLAN', jONs, A WITH 2 x 4 FRAMING SE-C E LY ANCHORED TO ROOF AND SCREEN EO LOUVERS TO VENTILATE ATTIC., SPACE. EXTEND FLASHING 4"MINIMUM [0 SICE OF CUPOLA, SEE DETAIL 9 ON 6.4. 07.WINDOWS. PROVIDE ANODIZED ALUMINUM Z ip SINGLE HUNG WINDOWS AS SHOWN ON 't o WINDOW SCHEDULE. .o 0& EXTERIOR COLOR. CONSULT"ARCHITECT OR EXTERIOR STAIN COLOR. aj 1-HR WALL. PROVIDE 2X4 STUD WALL WITH 5/8" TYPE - X GYPSUM WALLBOARD BOTH SIDES. ALL OPENINGS THROUGH WALL TO BE 1-HR �ATEDI. < to L 0 ts�� ( , �1•2-1II ;pI.PI1 -- _ x k gG uP.I~I�uI cw t §or} Cb 1 F-ir 6-r<p i I � D F de: �+ =4 kL cry{ p � M&-- ELA/1 9L tA21 ZA& ;-I<i'aF F� CABINET `If E . WALL AND CABINETS SH!"LL BE FLUSH FACE, FULL_ CABINETS WITH SELF EDGE PLASTIC LAMINATE ON 1/2" PARTICLE BOARD. ZZ,MIRROR. PROVIDE 1/4" POLISHED PLATE MIRROR OVER BATHROOM LAVATORIES TO SIZES SHOWN. PROVIDE ANCHORAGE AS REQUIRED. Z'-O'x 2 Cr - r k.. ,1,,'HANDICAP BATHROOMS. ALL HANDICAP BATHROOM DIMENSIONS, FIXTURES AND GRAB BARS SHALL COMPLY WITH APPLICABLE ANSI STANDARDS AND LOCAL CODES. 1 3q"=1'G -rn . r-j c i P-pop �o Iry o.e.• orf I'v-¢- ra1.7 07�: - -t4_ w m •:►� Q7 r-r-At- I� SOIL BEARING VALUES. THE FOOTINGS HAVE BEEN DESIGNED FOR A SOIL_ BEARING VALUE OF 2500 PSF THE GENERAL CONTRACTOR SHALL GET SOIL BEARINGS TO VERIFY THIS PRFS'SURE. THE FOUNDATION MAY BE REVISED TO MEET SOIL ENGINEER'S RECOMMENDATION WITH ARCHITECT'S APPROVAL. FOOTING PENETRATION. BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING SHALL BE A MINIMUM,OF 12" BELOW GRADE. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS, PATIOS, AND FOUNDATIONS SHALL BE 3000 PSI IN 28 DAYS. TEST RESULTS SHALL BE ACCESSIBLE TO OWNER AND ARCHITECT. FLOOR SLAB. 4" THICK CONCRETE SLAB WITH 6x6, 10/10 W.W.M. ON CLEAN, COMPACT, TERMITE TREATED SOIL. MOISTURE BARRIER BENEATH FLOOR SLABS SHALL BE 6-MIL VISQUEEN. G5 MONOLITHIC PERIMETER FOOTING. PROVIDE CONTINUOUS CONCRETE MONOLITHIC FTG. 16' " WIDE X Iv " DEEP WITH 3 - #5 CONTINUOUS. CMU WALL. PROVIDE 81lx8"x16" CMU WITH GALVANIZED LADUR TYPE DURO- WALL METAL ANCHORS @ 16" O.C. VERTICALLY IN HO IZONTAL MOR�TAR�,! JOINTS.t%1J 5H atsitiIS. I.WHP`I+o GJ BLOCK BEAM. PROVIDE 2 COURSES OF CONCRETE FILLED 8"x8"x16" W-BLOCK WITH 2 - #5 CONTINUOUS IN EACH COURSE. /6, FILLED CELL, PROVIDE 1 - #5 VERTICAL IN CONCRETE FILLED CELL FROM FOOTING STEEL TO 20" MINIMUM ABOVE FINISH FLOOR, AND 1 - #5 VERTICAL FROM FINISH FLOOR TO BLOCK BEAM ABOVE. SEE FLOOR PLAN FOR LOCATIONS. ANCHOR BOLTS. PROVIDE 1/2" ANCHOR BOLTS @ 4'-0" O.C. MAXIMUM IN BOTTOM PLATE AT ALL EXTERIOR WALLS. Ip ROOF TRUS�ES. PROVIDE PRE- ENFINEERED, PRE -FABRICATED 2 X WOOD TRUSSES FOR SPANS AND CONDITIONS AS SHOWN. SPACE TRUSSES AT 2'-0" O.C. MAXIMUM AND AS REQUIRED BY TRUSS MANUFACTURER. PROVIDE ALL FRAMING, BLOCKING, BRACING AND FASTENERS AS REQUIRED BY CODE TO SECURE AND FRAME ROOF ASSEMBLY. SECURE END OF EACH TRUSS WITH GALVANIZED HURRICANE CLIP. i t1�i �I o ROOF. PROVIDE 26 GAUGE 5 V CRIMP " I GALVALUME METAL ROOFING SCREWED IN PLACE ON 7/8 x 3 BATTENS PLACED 16" O.C. OVER 30 LB FELT PAPER OVER 5/8" COX PLYWOOD. FASTENERS TO BE PLACED 19 ON TOP OF INVERTED "V", NOT IN FLAT. IZ. SIDING. PROVIDE 8" TAPERED ROUGH SAWN CEDAR SIDING WITH 6" EXPOSED OVER 30 LB FELT PAPER OVER 1/2" COX PLYWOOD. 17, FASCIA. PROVIDE P.T. 2 x 6 ROUGH SAWN CEDAR FASCIA AT END OF TRUSS TOP CHORD WITH GALVANIZED METAL DRIP EDGE OVER P.T. 1 x 3. 14 SOFFIT. PROVIDE PAINTED PLYWOOD SOFFIT W/ CONTINUOUS SCREENED VENT. CUPOLA. PROVIDE CUPOLA TO DIMENSIONS SHOWN ON FRAMING PLAN AND ELEVATIONS, WITH 2 x 4 FRAMING SECURELY ANCHORED TO ROOF AND SCREENED WOOD LOUVERS TO VENTILATE ATTIC SPACE. EXTEND FLASHING 4" MINIMUM TO SIDE OF CUPOLA SEE DETAIL 9 ON 6.4. Iv. STUD WALL. INTERIOR AND EXTERIOR WALLS SHALL BE MINIMUM 2 X 4 WOOD STUDS @ 16" O.C. PROVIDE 6" STUDS WHERE NOTED FOR PLUMBING WALLS. PROVIDE SINGLE PRESSURE TREATED BOTTOM PLATE AND DOUBLE TOP PLATE. INTERIOR FINISH. SEE FINISH SCHEDULE - --- °, FOR INTERIOR FINISHES. ',, METAL BUILDING. STRUCTURAL STEEL, FOUNDATIONS, AND METAL COMPONENTS OF METAL BUILDING SHALL BE SPECIFIED BY MANUFACTURER. 1, CABINETS AND COUNTERTOPS. REFER TO FLOOR PLAN TO VERIFY ALL CABINET SIZES SHOWN WITH ACTUAL FIELD CONDITIONS. V, COUNTERTOPS. ALL COUNTERTOPS SHALL. BE SELF -EDGE PLASTIC {� LAMINATE OVER 3/4" PARTICLE f/ BOARD WITH 4" MATCHING BACK AND SIDE SPLASH. IF ` '<'E MTL. R. OP`ENING REMARKS l' 4 TYPE A t1 °-_>",.3 `-4" !Single Hung Alum 0. 3°-0"x3'-4"'Single Hung Alum 4+-0"x3'-4" Single Hung Alum D 6'-0"x3'-4" Single Hung Alum 3'-0"x3'-0" Fixed- 1 Hr 1 4" Thk.W're - - steel frame FN .ate -.`.,YE .. _..,.....-., ............,.,e...,a�., —$.,...� .,,...,...a.. d 1 1,0. SIZE THK. TYPE MTL. REMARKS 6'-0"x6'-8" 1-3/4 HM Hollow Metal 1 44 s + " 3'-0"x6'-8" 1-3/4 M Hollow Metal 10 0 x12 0 etal Garage Door 3'-0"x6'-8" Class B Door etal andrassem� oor 31-01lx6'-811 1-3/8 C Hollow Core Wood 10'-0"x10'-0etal Garage Door 31-O"x6'-8" 1-3/4 ;C SM id Cc e Wood yi 4% r. HJILDING ROOM FLOOR BASE WALL CEILING REMARKS E If, k� " Wood Wood Panel Wood Restroom x� Men Concrete Panel �� -r-tII Women Concrete Wood Wood Panel Wood Panel lt7a� 1 1�1 w,a starter Sh. Concrete Wood Wood Panel Wood Panel Z-F-V Y- i'III -�ump House Concrete None None None sr # Rain Shelt. Concrete None None 3/4" Plywd. }} r.an e Bldg. Concrete None None 3/4" P1 wd. Concrete None None None T •' lect. Bldg4 Concrete Cone. Blk. Cone. Blk. None �,4 nem. Bldg. Cart Sto. Concrete None None Bone Cart Maint. Concrete None None None 'saint. Bldg Tool Shop Concrete None Metal Metal xF i Mech. Rm. Concrete None Metal Metal �,....,,..,.,�..- �' Utility Rm. Concrete None Metal Metal Open Shop Concrete None Metal Metal y Lunch Rm. Vinyl Vinyl Gyp. Bd. Acoust. Tile vl Yl Offices Vinyl Vinyl Gyp. Bd. Acoust. Tile Rest/Lockers Vinyl Vinyl &s Gyp. Bd.-MR- Acoust. Tile VI+L f -I"IL-F- V Il-IYL &yr. P55? A, 0Lj5'f. - Ti vi 1 EQUIPMENT !MODEL NUMBER Grab Bars Bobrick B-6106 1-2/2" Diam. P"1 Soap Dispensers Bobrick B-112 Toilet Paper Disp. Bobrick B-6677 1r�1x '�IE� Paper Towel Disp. Bobrick B-359 LTR MODEL NUMBER REMARKS v A Lithonia DL 240 4' Fluor./ 2-40 W Lamps D Stonco SLA70NLXL Flood C Lithonia L296 8' Fluor./ 2-75 W Lamps - D Lithonia LB 240 E Lithonia XSWIR Exit Sign F Lithonia 2GT 240' 21x4' Fluor./ 2-40 W Lamps G Lithonia WC 220A 2' Wall Mounted/ 2-20 W Lamps Fi _Progress P6916TS Shower Light/ 60 W Lamp I Pro Less P7383 6" _ amper Proof/ 22 W/F,-U,9I-. Jrxhaust K Fan _ - chaust Fan _.._ groan Model -No. 689 - 60 CFM _ 0 CFMCFMMINOR -�✓�_� 111 I 1 •fi. L1. y m Z W 3 J a a MOM D {A 0 i „-, fAa RE QUANTIT MODEL NUMBER ts 4 Eljer Hi -San 111-12+5 White L 1 ories < Eljer Selwyn 051-1634 White - �t I ud0-u--try+-ten+ iti 0"s WHhts ts : Delta Faucet NP. ZP80 r Mixing valy 2 No. 624, Chrome Sink 1 Elkay BCR-15/Delta Faucet 2170 Chro o`��` r Heater 1 Jackson RE 030 210,220/240 Volt in Fountain Elkay EHF-8 - Drench Show. 1asher 1- It W .18 4� i fi 1 s dk „+:a",ls s was4,v� na itl� ,x4.d. 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ALUMINUINI WILL BE PERMITTED FOR SERVICE ONLY. ft µ p�� a _HAY tau s£ - 45 A l-G'1 5 I i' i?I i llwr io tV-our++ pis IDN11 ol"I t'U'ri11�'E c-�z-1' p�Ls sra¢sv�. �,o.t��LS 4 t z O Q V .. _. , ;. �:✓ _ . u '. _ .. ... ...,...ra r� mY' - _ :. r .(:. e. N h: e .r'::. M ,a, .. 1, -Y .u.. h._. . .4 �u .::..,.. +%.a.,_.., x .v ,=i".r 0;'Y.:. x'r i t•"., va .P. .�: �:.J1 N�',.. m`v... ,ui9iW�: .�I��v��.'R:Si.. J . =Mis . � ,.- M' . ,�.,......iw..a a.. ...M 'w'.2r..!=. _ ..._ .. .Mr.Il,r. .�C....9rtw.".W .. , ...iA�PM,xiF �kb>�.e �l�.: e'L.v,., IN6e�"Sbe... '�» r �5.,..n..._. w{ L> t . i. m... c�rn.. ...._. .., x.. r_ a.r.. �.... il {i n d ky 4Y.=4 -5�7. Gsl-21q GSZ-517 l 1= tl (41t S k; t; I C.61-Yo.23 ... ChZ'q�11 M1 (� r tioE os1�13015 c-5z-10 G5Z-I Is z-zih t` cs-17,141 cl�pl-14�2 -17Y 19 csz- �r1 x 1 y t y x a €�M,v' Gsi-ZIk17 G9�-ib�2o Ch3 GSA Zo�2Z�a r y , a� � r � »• � C y G51-1 fG51-� s �� x 6$!%yp k3h{a Wq �^.� �{�F! I � # cy..�✓1`�h ''� ,�, R-"�. A' d'y ✓„�4 1 F � A Al; A ♦S si t':r . 'k f '} , �. s F,v ` \ v.#x .'rt :.j:��,�,yyyy,�'< tj %;.+, r.. /". �� _ �.. ...,. .. ..,.. _, an vv&:d>. w 3 ter, Mill1011101©❑MEN IIME107 4,1 n c� 4LF71, 4 MV-5,7 p rr�csso� �193 �a -rr ti rx a — ! a t i w T ANC, 5, is Is, 's f. t. 4 7 4 P"s- 4446* _j__ __ __ I -I- I-e)q +r r— Ppo t4-jo p +Z- 11 ql(�q OL 4-O 1-� I I, ]F. I NJ 17 1_1 L T719 — I pl it I le, 1, 11 11 do- J_ It 4 1 i— rK-F- - l5y © ROOF TRUSSES. PROVIDE PRE- ENGINEERED, PRE -FABRICATED 2 X WOOD TRUSSES FOR SPANS AND CONDITIONS AS SHOWN SPACE TRUSSES AT 2'-0" O.C. MAXIYUV Lj AS REQUIRED BY TP;S MANUF,'t P'l R. c PROVIDE ALL FRAMTt. BLOCK: It BRACING AND FASTFI\AS RL -t BY CODE TO SECURI ^=ND FRS ie lfjr ASSEMBLY. SECURF - _ND 0 1 F TRUSS WITH GLAVANIZED HURRICANE CLIP. 0 ilz NAILING SCHEDULE. NAILING, L6 LL� FASTENING, AND �_TArsl_ 'Ht." !_)F WOOD I',- - � m 11 L, 1.1,- 11.1 Ll THE STANDARD B`Ljll_DiNG C' 1705.1 . CL TRUSS SHOP DRAWINGS, PROVOE d� SHOP DRAWINGS AND LOAD Ix A 0 FOR ROOF TRUSSES TO ARCH_TF 10 R APPROVAL. e3, TRIPLE STUDS. PROVIDE MINL$tUiM jx 0 TRIPLE STUDS BELOW ALL BEAM z CONNECTIONS. 0 cl- CUPOLA. PROVIDE CUPOLA TO DIMENSIONS UL SHOWN ON FRAMING PLAN AND ELEVATIONS, V_ WITH 2 x 4 FRAMING 5Fr"URELY ANC90RED TO ROOF AND SCREENED MOOD LOUVERS I TO VENTILATE ATTIC SPACE. E"X;FND ',j 0 Z :111!! it Fj FLASHING 4" MINIMUM TO SIDE OF CUPOIA j lot SEE DETAIL 9 ON 6.4. '0 2 f,5 BEAMS. ALL BEAMS WHICH TRUSSES L BEAR ON SHALL BE DESIGNED BY TRUSS MANUFACTURER. SHOP DRAWINGS TO BE APPROVED BY ARCHITECT. G. 01 17� tn' A 3� < Its t, r .x, _ zr `Yv i I �11 OILi� �� h^ -T s. ara ,I ,e 'r 5 r p � � Ys Ad 3- 5' t d I ti. r v: y' e j t pll x^A yr: ip • , Pv�,-F. Y -��- t. �' !-J �c —"-�-'G'�•arii Z Cc 1 I4 r -4-gam 'P ' 4 J-N, 11 1Z I oy I t 'hr n'�r•; pan If i di, ROOF. PROVIDE 26 5 V CR GALVALUME METAL _; SCRF' PLACE ON 7/8 x p!.. D.C. OVER 30 LF COX PLYWOOD. F _ ON TOP OF •INVEC _• "V", NOT IN FLAT. OZ SIDING. PROVIDE 8F' ROUI`! SAWN CEDAR SIDING XPO 10 F... OVER 30 LB FELT PA PLYWOOD. L&j ri O'P,FASCIA. PROVIDE P.T. 2 x 6 ROUGH .~ c SAWN CEDAR FASCIA AT END OF TRUSS _ w TOP CHORD WITH GALVANIZED METAL DRIP Ci A EDGE OVER P.T. 1 x 3. " Q ui 04 SOFFIT. PROVIDE PAIN u SOFFIT W/ CONTINUOUS St-r\ttiILu Lu a OS CUPOLA. PROVIDE CUPOLA TO D T W S c SHOWN ON FRAMING PLAN AN[ 0 ,. WITH 2 x 4 FRAMING SECUREI LL TO ROOF ,AND SCREENED WOO[ Q ,TO VENTILATE ATTIC SPA^' FLASHING 4" MINIMUM T _A'Oa SEE DETAIL 9 ON 6.4. �Z �O 4&. EXTERIOR COLOR. CONSULT FOR EXTERIOR STAIN COLOR. t{ \ W C �m 0Z a til a � N Q �;,� 5"•., 1nr'ri� Yq u." .» iyrrr�''N�rr .:. ''.x^a,. 'k5n;,' t. I� g , -.. ,. .•, n Au s kr �. r �. ry .,. « ,. ,. ,., s€" is r.� nry J... "P" �,I.-i. .. .€ ✓.;4 , ,.. , v „ {, j r, Y4�f. :.. : u M ,� .. n .rv.. 4r A. . �,. . e , .. / - e ,b ,, d:., a ax S9'+,. 'S.. 'r f. �.._ , •.'.t^. , ' r .Y. (�. k. .. � .... e..: ,h '..:.. 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