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Home My WebLink AboutSUBMITTED PAPPERS.UG-31-99 TILE 12:73 PM DAVID MILLER & ASSOC. 4076590460 P.02 i ST. LUCIE COUNTY _ DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE reference All American FT. PIERCE, FL. 34982.5652 SCANNED 561462-1553 BY Job #181684 St. Lucie County DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE for the metal bldq. structure only. This Certification is to be Completed by the design engineer This Certification must be submitted with all applications fur building permit involving the construction of new residence (single or multl4arnly), residential addition. any accessory structure requiring a building permit, and any nonresidential structure. This Certification shag not apply to interior renovations (provided that no structural walls. columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building InspeCBDn Office at 462.1553 or 462-2172. PROJECT NAME rl O"lar Use ONLY STREETADDRESS /QQ AveoF r<)4M % n5 PR NUMBER %1 .s PERMIT NUMBER 33y/0 OCCP, TYPE CST. TYPE CERTIFICATION STATEMENT: CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, plans for fne metal bldg_. S�VE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING"CODES CURRENTLY ADOPTED AND ENFORCED 13Y 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'(pleaspchedtorcompletethe vocropritebox) 1. STANDARD BUILDING CODE 1997 EDITION XX ASCE 7.95 OTHER (SPECIFY) BUILDING DESIGN IS (CHECK ONE) ENCLOSED 22 PARTIALLY ENCLOSED _ OPEN BUILDING BUILDING HEIGHT: 12 FT 4, WIND SPEED USED IN BUILDING DESIGN: 110 MPH WIND EXPOSURE CLASSIFICATION IREFER TO EXPOSURE TABLES IN ayIIDNO CODA IDENTIFIED IN LING art: AVERAGE WIND VELOCITY PRESSURE ON £XTER)OR FACES OF STRUCTURE: PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: IMPORTANCE(USE FACTOR (OBTAIN FROM BUILDING CDOE). 1.0 N/A q=25.4131PSF N/A PSI, 9. LOADS: FLOOR N/A PSF ROOFIDFAD: 4 PSF ROOF/LrVE: 20 PSF 1D. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO XXIi NO, why? (attach explalnatlon) braced frames were provided 11 IS A CONTINUOUS LOAD PATH PROVIDED (CHeCK ONJ YES _Xx NO ^ If NO, why? (attach explainetion) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES ? axplaination) 13. MINIMUM SOIL BEARING PRESSURE: N/A PSF NO_ If NO, why? (attach AS VVITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: Eric E. Masterson CERTIFICATION NO: 33579 DATE: 9-3-99 � MAR-21-00 TUE 04:50 PM DqV LD MILLER & ASSOC. 5616974105 P. 03 David MY111er and Associates, P.A David Millcr, A.I.A., NCARB February 29, 2000 St. Lucie County Dept. of Community Development 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: PGA Golf Club Maintenance Facility Addition LZPeCt , fi#19_2=0904_.50 1 Foundation Modification To Whom It May Concern: The footings for the above referenced project have been modified to correspond with field conditions and coordination with the pre-engineered structure. Specifically, the spread footings have been modified to monolithic type and the structure was rotated to accommodate fabrication inconsistencies. A copy of the plan indicating the extent of the foundation modification is attached. The revised pre-engineered building plans have been submitted under separate cover by the General Contractor. The footings and slab as installed are acceptable. Please notify me if you have any questions or concerns. Thank you, Sincerely, 11 , I.A. ''l�.ti►'�rm attachment cc: Phil Morgan A,rcbitecture • Engineering • Planning • Construction Management • Interior Design 2090 Palm Beach Lakes Blvd., Suite 205 West Palm Beach, Florida 33409 (561) 697-4700 • (561) 697-4105 Fax �. . •..... ++ u AA LGAGJ 1]Ayll., ouice :uo west Falm Beach, Florida 33409 (561) 697-4700 • (561) 697-4105 Fax DRM/sjh attachment cc: Phil Morgan Architecture • ingineerlug • Planning • Construction Management • Interior Design 2090 Palin Beach Lakes Blvd., Suite 205 West Palm Beach, Florida 33409 (561)697-4700•(561)697-4105 Fax I ST.IUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW 2400 Rhode Island Ave Telephone (561)-462-2312 Fort Pierce, Florida 34950 Fax:: (561)-462-2323 TYPE OF PERMIT ( ) New Construction ( ) Tenant Improvement ( X ) Addition ( ) Renovation/alteration ( ) Shell Only Jurisdiction: St Lucie County Occupancy: PGA North Maintenance Office Address: 8100 Plantation Lakes Dr Contractor: Mosley & Son Construction Contractors address: 1400 SE Monterey Architect/Engineer: David Miller & Associates Building owner: PGA Reserve Inc Occupancy type: Business Gross sq. ft. 1500 sq fl Occupant load: Construction type (NFPA-220) Type: F.P.B. B-99-140 Building Dept. 99090450 Number of stories: 1 Phone # 561-287-6962 City: Stuart, FL Zip: 34994 Phone #: 561-655-1775 Review date: 9-28-99 Automatic sprinklers: Net sq. ft. Based on: SBCCI: Type: NOTE 1. All revisions must be in compliance before the final inspection, or so noted. 2. The Fire Marshal requires 24 hr. notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's office. 4. Failed inspections require payment of fee prior to scheduling of any further inspections. 5. Permit fees are required to be paid in full prior to any inspections. 6. A copy of the required revision/s have been transmitted to the Architect O Contractor O Yes O No ( ) Revisions Required 1. Provide a 2A-1 OBC rated fire extinguisher for every 75' of travel distance. Reviewed By: Date: September 28, 1999 / Tony Liento 0 DE&T DUNK;LDERGER ENGINEERING & TESTING, INC. Project Name: Golf Club At The Reserve Report Date: 10-29-99 Office Addition to the Maintenance Building Client Name: Robert F. Fromm & Associates, Inc. /0elrA/ j 1t 9Yo 90,�KJ-0 590 NW Peacock Loop, Suite 9 Project No.: 99-10-663 Port St. Lucie, FI 34986 Date Tested: 10-25-99 Technician Initials: SM Attn: Mr. Robert F. Fromm Progress Report No.: 5 (Sheet I of 3) IAborato `.Proctor.; , Eie1d Tests, ` ` v Test No. Probe Depth in Maximum Dry Density c Optimum Moisture % Dry Density c Cone Resistance' is Moisture % Minimum Required Compaction % Percent Maximum Density Test Result 1 12 109.0 12.0 108.4 - - - 6.3 95 99.4 Pass 2 12 109.0 12.0 109.7 - - - 7.1 95 100+ Pass 3 12 109.0 12.0 107.7 - - - 7.5 95 98.8 Pass Type of Field Density Test: (X) ASTM D 2922 ( ) ASTM D 2937 Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) ( ) AASHTO T-99 (ASTM D 698) Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Test No. s6il T e Elevation c _ - r �- -Test location..Oftce`Aiidttionlo'1VIaintim it Buildi'-- 1 1 0-12 20' south of northwest corner 2 1 0-12 35' east and 20' south of northwest corner 3 1 0-12 20' south of northeast comer Elevation Referenced to: () NGVD 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 - -Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: cc: ( ) MSL QEA1 Other Client ... (1) e4; NOV 0 2 1999 St. Lucie County Public Works Inches below top of final I -' 14 David Miller and Associates, P.A e February 29, 2000 St. Lucie County Dept. of Community Development 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: PGA Golf Club Maintenance-Eacility Addition Permit! _1069045q ram,. Foundation Modification To Whom It May Concern: David Miller, A.I.A., NCARB The footings for the above referenced project have been modified to correspond with field conditions and coordination with the pre-engineered structure. Specifically, the spread footings have been modified to monolithic type and the structure was rotated to accommodate fabrication inconsistencies. A copy of the plan indicating the extent of the foundation modification is attached. The revised pre-engineered building plans have been submitted under separate cover by the General Contractor. The. footings and slab as installed are acceptable. Please notify me if you have any questions or concerns. Thank you. Sincerely, i D Il , A.I.A. DRM/sjh attachment cc: Phil Morgan Architecture • Engineering • Planning • Construction Management • Interior Design 2090 Palm Beach Lakes Blvd., Suite 205 West Palm Beach, Florida 33409 (561) 697-4700 • (561) 697-4105 Fax I a David Miller and Associates, P.A David Miller, A.I.A., NCARB April 10, 2000 St. Lucie County Dept. of Community Development 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: PGA Golf Club Maintenance Facility Addition Permit # 99-090450 Insulation To Whom It May Concern: The insulation provided by the metal building fabricator (R-11) and installed by the contractor is acceptable. The insulation is vinyl faced insulation typically used for pre-engineered metal buildings. I have reviewed the installation and have found this to be acceptable. Please notify me if you have any questions or concerns. Thank you. Sincerely avid R. Miller, A.I.A. DRM/sjh Architecture • Engineering •Planning • Construction Management • Interior Design 2090 Palm Beach Lakes Blvd., Suite 205 West Palm Beach, Florida 33409 (561)697-4700•(561)697-4105 Fax i `Whole Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME —PGA RESERVE FACILITY ADDRESS: PORT ST. LUCIE, FL. OWNER: ,AGENT: PGA BUILDING TYPE: _Service Establishments .CONSTRUCTION CONDITION: Existing Building DESIGN COMPLETION: _Addition CONDITIONED FLOOR AREA: 1340 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: COMPLIANCE CALCULATION: METHOD A ----------------- A. WHOLE BUILDING PRESCRIPTIVE REQUIREMENTS: LIGHTING 15" Form 400A-97 PERMITTING OFFICE: Stuart CLIMATE ZONE: 8 PERMIT NO: JURISDICTION NO: 531400 NUMBER OF ZONES: 1 5 DESIGN CRITERIA 35.08 100.00 RESULT PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 12.00 10.00 PASSES HEATING EQUIPMENT 1. Et 12.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Conditioned Space 6.00 0.00 N/A REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by is calcu- lation are in'complian ith the Florida Energy E c ode. PREPARED Y: DATE: AU�G 2 I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE: Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. ` SYSTEM DESIGNER ARCHITECT : MECHANICAL: REGISTRATION/STATE PLUMBING ELECTRICAL: LIGHTING (*) Signature is required where Florida law 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 ENVELOPE SYSTEMS COMPLIANCE CHECK 401------- GLAZING --ZONE 1------------------------------------------------ v- •Elevation Type U SC VLT Shading Area(Sgft) ---------- ------------------------ ---- ---- ---- -------------- North Commercial 1.26 .80 .20 None 64 'East Commercial 1.26 .80 .20 None 32 Total Glass Area in Zone 1 = 96 Total Glass Area = 96 402.------WALLS--ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) ----------------------------------------- ----- ------- ----------- North Mtl Bldg wall/R-11 Batt .084 it 670 East Mtl Bldg wall/R-11 Batt .084 it 200 West Mtl Bldg wall/R-11 Batt .084 11 200 Total Wall Area in Zone 1 = 1070 Total Gross Wall Area = 1070 403.------DOORS--ZONE 1------------------------------------------------ --- Elevation Type U ----- Area(Sgft) ---------- --------------------------------------------------- North 1-3/4 Steel Door -Solid Urethane foam cc 0.40 21 Total Door Area in Zone 1 = 21 Total Door Area = 21 404.------ROOFS--ZONE 1------------------------------------------------ --- Type Color U Insul R ------ ------------ Area(Sgft) ---------- ------------------------------------ Sngl Ply/2"Iso/2" Conc/Mtl Deck Medium .065 14 1340 Total Roof Area in Zone 1 = 1340 Total Roof Area = 1340 405------- FLOORS -ZONE 1------------------------------------------------ --- Type Insul R ------- Area(Sgft) ---------- ------------------------------------------------ Slab on Grade/Insulated 10 1340 Total Floor Area in Zone 1 = 1340 Total Floor Area = 1340 406.------INFILTRATION -------------------------------------------------- --- CHECK Infiltration Criteria in 406.1.ABCD have been met. MECHANICAL SYSTEMS CHECK ------------------------------------------------------------ ----- HVAC load sizing has been performed. (407.1.ABCD) 407------- COOLING SYSTEMS----------------------------------------------- --- Type No Efficiency IPLV Tons ---------------------------- ------------- ------------------- 1. Split System 1 12 12 5.00 408.------HEATING SYSTEMS----------------------------------------------- --- Type No Efficiency BTU/hr -------------------------------- --------------------------- 1. Electric Resistance 1 12 7500 409------- VENTILATION --------------------------------------------------- --- CHECK Ventilation Criteria in 409.1.ABCD have been met. 410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- --- CHECK ------------------------------------------------------------------I----- --- Duct sizing and design have been performed. (410.1.ABCD) AHU Type Duct Location R-value ---------------------------------------------------------------- 1. Air Conditioners Conditioned Space 6 CHECK ------------------------------------------------------------- ---- Testing and balancing will be•performed. (410.1.ABCD) 411.-----PUMPS AND PIPING -ZONE ----------------------------------------- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS -411.-----PUMPS AND PIPING -ZONE 1 Type R-value/in Diameter Thickness --------------------------------------------------- 1. Circulating 4 .75 2 412------ WATER HEATING SYSTEMS -ZONE 1---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413------ ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413.1.ABCD have been met. 414.-----MOTORS --------------------------------------------------- ----- --- Motor efficiencies in 414.1.ABCD have been met. 415.-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- ----------------- ----------------- --- ------ ---------- Conference 1 On/Off 2 None 0 500 1340 Total Watts for Zone 1 = 500 Total Area for Zone 1 = 1340 Total Watts = 500 Total Area = 1340 CHECK Lighting criteria in 415.1.ABCD have been met. ------------------------------------------------------------------ - 16. Operation/maintenance manual will be provided to owner.(102.1) ----------------------------------------------------------------------------