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Home My WebLink AboutSHAFFER GROUP PAPPERWORKf _ . .a THE SHAFFER GROUP, IVC. 2440 SE FED. HWY (STE 110) STUART, FLORIDA34994 (772)220-4990 TO: ST. LUCIE COUTY (PLAN REVIEW DEPT.) 2300 VIRGINIA AVE FT. PIERCE, FL. RE: 1502-0307 LIBERTY BAPTIST CHURCH 3660 WEST MIDWAY FT. PIERCE, FL. ANSWERS TO COMMENTS: RECEIVE® MAY 18 2015 DAIX. OU13MG SCANNED BY St. Lucie County 1.) OCCUPANT COUNT FOR EXISTING BLDG & THE NEW ADDITIaIf� OCCUPANTS SEE (SHT #1) 2.) NUMBER OF EXISTING PLUMBING FIXTURES (SHT #1 & #3) 3.) ALL DRAWINGS ARE SIGNED & (RAISED SEAL) ORIGINALS. 4.) FRED C. SHAFFER AS ENGINEER OF RECORD FOR THE PROJECT HAS MARKED THE SOS PLANS REVIEWED & APPROVED "FOR CONSTRUCTION" 6.) CERTIFICATION OF DESIGN LOADS FORM HAS BEEN COINPLETED. 6.) CONSTRUCTION TYPE 111-13 & THE OCCUPANT LOAD FOR Tj4ES-2 AREA IS 3000 SF 1300 =10 OCCUPANTS SEE (SHT #1)) _ 7.) LIFE SAFETY PLAN SHOWN ON (SHT #3) USING THE ACCEPTABLE PATH METHOD FOR DESIGN, COMMON PATH IS LESS THAN 76'. 8.) STORAGE S-2 WITH LESS THAN 29 OCCUPANTS REQUIRES ONLY (1) EXIT FBC 1021.2. 9.) THE MEZZANINE HAS BEEN REDUCED TO 113 THE AREA OF THE STORAGE BUILDING. THE BUILDING HAS BEEN DRAWN AT 3116" SCALE. THE CLEAR CEILING HEIGHT IS 7' OR MORE, SEE DETAIL ON (SHT 93). 10.) --J" BOLTS DESIGNED PER AC1318 REQUIRE < 18" CONCRETE EMBED, DIAMETER SPECIFIED BY SOS SEE (SHT #3) 11.) EXHAUST FAN HAS BEEN DELETED. 12.) CERTIFIED SOIL TEST VERIFYING ALLOWABLE SOIL PRESSURES SUBMITTED HEREWITH. 13.) NO MACHINERY TO BE OPERATED IN THE STORAGE BUILDING ON 1°t OR 2n0 FLOOR. FBC 1607.8.2 DOES NOT APPLY. -- 14. COLUMN I SUPPORTS THE FLOOR SYSTEM FOR THE 2nd FLOOR AND THERE ARE NO MISSING PADS. THE CONTINUOUS MONOLITHIC FOOTING & SLAB PROVIDE ADAQUATE BEARING & UPLIFT RESISTANCE FOR INTERMEDIATE COLUMN LOCATIONS. 15.) NO MACHIERY (VEHICLE) TO BE USED IN STORAGE AREA AND THEREFORE NO VEHICLE BARRIERS ARE REQUIRED. 16.) PRODUCT APPROVALS FOR THE ROLL -UP DOOR & SWING DOOR (1 HR. RATED) ARE SUBMITTED HEREWITH IN TRIPLICATE. 17.) WALL CUT & INFILL DETAIL SHOWN ON (SHT #2 ). 18.) THE FIRE SPRAY DETAIL WITH UL NUMBER (SHT #3 ). 19.) ALL ORIGINAL PLANS IN TRIPLICATE & (2) DISCS ARE SUBMITTED HEREWITH. 0 Dlgitallysigned byFreddckD Fredrick DAMcrPE DN: n=Fredrick D Shaffer PE, ao--The Shaffer Group Inc, ou, A, emailI�th_es haffergrou pinc@gma' Shaffer RE—il.com, c=u5 Date: 2015.05.1716:38:141-04'00' Submitted by: Date_ Fredrick D. Shaffer,P.E. (FI. Lie. #26694) y-,_r lc: RE: THE SHAFFER GROUP, INC. 2440 SE FED. HWY (STE 110) STUART, FLORIDA 34994 (772)220-4990 ST. LUCIE COUTY (PLAN REVIEW DEPT.) 2300 VIRGINIA AVE FT. PIERCE, FL. 1502-0307 3660 WEST MIDWAY FT. PIERCE, FL. ANSWERS TO COMMENTS: DATE: 03/30/15 SCA1\11vtO 8Y St. Lucie County 1.) OCCUPANT COUNT FOR EXISTING BLDG & THE NEW ADDITION OCCUPANTS SEE (SHT #1) 2.) NUMBER OF EXISTING PLUMBING FIXTURES (SHT #1 & #3) 3.) ALL DRAWINGS ARE SIGNED & (RAISED SEAL) ORIGINALS. 4.) FRED C. SHAFFER AS ENGINEER OF RECORD FOR THE PROJECT HAS MARKED THE SBS PLANS REVIEWED & APPROVED "FOR CONSTRUCTION" 5.) CERTIFICATION OF DESIGN LOADS FORM HAS BEEN COMPLETED. 6.) CONSTRUCTION TYPE III-B & THE OCCUPANT LOAD FOR THE S-2 AREA IS 3375 SF /300 = 11.25 OCCUPANTS SEE (SHT #1) ) 7.) LIFE SAFETY PLAN SHOWN ON (SHT #3) USING THE ACCEPTABLE PATH METHOD FOR DESIGN, COMMON PATH IS LESS THAN 75'. 8.) STORAGE S-2 WITH LESS THAN 29 OCCUPANTS REQUIRES ONLY (1) EXIT FBC 1021.2. 91.) WE HAVE DELETED THE MEZZANINE AND ADDED A 2nd FLOOR OVER 50% OF THE 1st FLOOR. THE UPPER SECTION OF THE FLOOR PLAN HAS BEEN SECTIONED AS INDICATED AND THAT IS WHY THE DIMENSION CANNOT BE SCALED. THE CLEAR CEILING HEIGHT IS 7' SEE DETAIL ON (SHT #3). 10.) "J" BOLTS DESIGNED PER ACI 318 REQUIRE < 18" CONCRETE EMBED, DIAMETER SPECIFIED BY SBS SEE (SHT #3) 11.) EXHAUST FAN HAS BEEN DELETED. 12.) CERTIFIED SOIL TEST VERIFYING ALLOWABLE SOIL PRESSURES TO BE SUBMITTED PRIOR TO SLAB POUR. 13.) NO MACHINERY TO BE OPERATED IN THE STORAGE BUILDING ON 1s' OR 2nd FLOOR. FBC 1607.8.2 DOES NOT APPLY. 14.) COLUMN I SUPPORTS THE FLOOR SYSTEM FOR THE 2"d FLOOR AND THERE ARE NO MISSING PADS. THE CONTINUOUS MONOLITHIC FOOTING & SLAB PROVIDE ADAQUATE BEARING & UPLIFT RESISTANCE FOR INTERMEDIATE COLUMN LOCATIONS. 15.) NO MACHIERY (VEHICLE) TO BE USED IN STORAGE AREA AND THEREFORE NO VEHICLE BARRIERS ARE REQUIRED. 16.) PRODUCT APPROVALS FOR THE ROLL -UP DOOR & SWING DOOR (1 HR. RATED) ARE SUBMITTED HEREWITH IN TRIPLICATE. 17.) WALL CUT & INFILL DETAIL SHOWN ON (SHT #2 ). 18.) THE FIRE SPRAY DETAIL WITH UL NUMBER (SHT #3 ). 19.) ALL ORIGINAL PLANS IN TRIPLICATE & (2) DISCS ARE SUBMITTED HEREWITH. Submitted by: r5/G p Fredric affer, P. I%Lic. #26 -99) PLO ;,;�:SS�ONA4 ,��•. THE SHAFFER GR®lIP INC. 2440 SE FED. HWY (STE 110) STUART, FLORIDA 34994 (772) 220-4990 DATE: 03/30/15 TO: ST. LUCIE COUTY (PLAN REVIEW DEPT.) 2300 VIRGINIA AVE FT. PIERCE, FL. SCANNED RE: 1502-0307 By 3660 WEST MIDWAY St bounty FT. PIERCE, FL. ANSWERS TO COMMENTS: 1.) OCCUPANT COUNT FOR EXISTING BLDG & THE NEW ADDITION OCCUPANTS SEE (SHT #1) 2.) NUMBER OF EXISTING PLUMBING FIXTURES (SHT #1 & #3) 3.) ALL DRAWINGS -ARE SIGNED & (RAISED SEAL) ORIGINALS. 4.) FRED C. SHAFFER AS ENGINEER OF RECORD FOR THE PROJECT HAS MARKED THE SBS PLANS REVIEWED & APPROVED "FOR CONSTRUCTION" 5.) CERTIFICATION OF DESIGN LOADS FORM HAS BEEN COMPLETED. 6.) CONSTRUCTION TYPE III-B & THE OCCUPANT LOAD FOR THE S-2 AREA IS 3375 SF /300 = 11.25 OCCUPANTS SEE (SHT #1) ) 7.) LIFE SAFETY PLAN SHOWN ON (SHT #3) USING THE ACCEPTABLE PATH METHOD FOR DESIGN, COMMON PATH IS LESS THAN 75'. 8.) STORAGE S-2 WITH LESS THAN 29 OCCUPANTS REQUIRES ONLY (1) EXIT FBC 1021.2. 9.) WE HAVE DELETED THE MEZZANINE AND ADDED A 2"d FLOOR OVER 50% OF THE 15S FLOOR. THE UPPER SECTION OF THE FLOOR PLAN HAS BEEN SECTIONED AS INDICATED AND THAT IS WHY THE DIMENSION CANNOT BE SCALED. THE CLEAR CEILING HEIGHT IS 7' SEE DETAIL ON (SHT #3). 10.) "J" BOLTS DESIGNED PER ACI 318 REQUIRE < 18" CONCRETE EMBED, DIAMETER SPECIFIED BY SBS SEE (SHT #3) 11.) EXHAUST FAN HAS BEEN DELETED. 12.) CERTIFIED SOIL TEST VERIFYING ALLOWABLE SOIL PRESSURES TO BE SUBMITTED PRIOR TO SLAB POUR. 13.) NO MACHINERY TO BE OPERATED IN THE STORAGE BUILDING ON Ist OR 2"d FLOOR. FBC 1607.8.2 DOES NOT APPLY. 1, W.W. 14.) COLUMN I SUPPORTS THE FLOOR SYSTEM FOR THE 2"d FLOOR AND THERE ARE NO MISSING PADS. THE CONTINUOUS MONOLITHIC FOOTING & SLAB PROVIDE ADAQUATE BEARING & UPLIFT RESISTANCE FOR INTERMEDIATE COLUMN LOCATIONS. NO MACHIERY (VEHICLE) TO BE USED IN STORAGE AREA AND THEREFORE NO VEHICLE BARRIERS ARE REQUIRED. PRODUCT APPROVALS FOR THE ROLL -UP DOOR '& SWING DOOR (1 HR. RATED) ARE SUBMITTED HEREWITH IN TRIPLICATE. WALL CUT & INFILL DETAIL SHOWN ON (SHT #2 ). THE FIRE SPRAY DETAIL WITH UL NUMBER (SHT #3 ). HEREWITH. Submitted by: Fredrick ""t;olliniryiii Date? P.E. (F, 'G W25694) i�O�F sTATE OF : G2y/` �., .,. CORIO,, ; D307 To: Re: THE SHAFFER GROUP, INC. 2440 SE FEDERAL HWY (STE 110) STUART, FLORIDA 34997-1795 (772) 220-4990 DATE: 09/08/15 ST. LUCIE COUNTY BUILDING DEPT. METAL BUILDING ADDITION INSTALLATION PERMIT #1502-0307 Owner: LIBERTY BAPTIST CHURCH 3660 WEST MIDWAY ROAD FT. PIERCE, FL. CERTIFICATION We hereby certify the installation of a 25' x 90' metal building addition installation has been completed in substantial. compliance with the plans & specifications provided by the building manufacturer and the permitted construction plans dated (4-13-15), The installation was done in a good workmanship manner and meets or exceeds the 2010 Florida Building Code and ASCE 7-10 for wind velocity 130 mph, risk category II and exposure C. /Co/ Wamrr t166' . ",,,4 S . '�. Q •'��pENSe i PLORM C.) .SSi (2c /3 O VsZ). RECEIVED; SEP 11 2015 THE SHAFFER GROUP, INC. 2440 SE FEDERAL HWY (STE 110) STUART, FLORIDA34997-1795 (772) 220-4990 REVISED DATE: 09/15/15 To: ST. LUCIE COUNTY BUILDING DEPT. Re: METAL BUILDING ADDITION INSTALLATION PERMIT #7 Owner: LIBERTY BAPTIST CHURCH RECEIV 3660 WEST MIDWAY ROAD �® FT. PIERCE, FL. SEP 112015 2015 CERTIFICATION We hereby certify the installation of a 25' x 90' metal building addition installation has been completed in substantial compliance with the plans & specifications provided by the building manufacturer and the permitted construction plans dated (4-13-15). The installation was done in a good workmanship manner and meets or exceeds the 2010 Florida Building Code and ASCE 7-10 for wind velocity 130 mph (ASD), risk category II and. exposure C. N �ItrKU.- S1fafFer, P.E.: W = �"/;/,SSION P\- `� THE SHAFFER GROUP, INC. 2440 SE FEDERAL HWY (STE 110) STUART, FLORIDA 34997-1795 (772)220-4990 REVISED DATE: 09/15/15 To: ST. LUCIE COUNTY BUILDING DEPT. Re: METAL BUILDING ADDITION INSTALLATION PERMIT #t,60-Z 301m w Owner: LIBERTY BAPTIST CHURCH 3660 WEST MIDWAY ROAD FT. PIERCE, FL. RECEIVED SEP 112015 CERTIFICATION We hereby certify the installation of a 25' x 90' metal' building addition installation has been completed in substantial compliance with the plans & specifications provided by the building manufacturer and the permitted construction plans dated (4-13-15). The installation was done in a good workmanship manner and meets or exceeds the 2010 Florida Building Code and ASCE 7-10 for wind velocity 130 mph (ASD), risk category II and. exposure C. ��'�rsS' ONAL ��`.