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HomeMy WebLinkAboutSUBMITTED PAPPERWORK1 e-' f OFFICE USE ONLY:DATE FILED: qe PLAN REVIEW FEE: ( l O RECEIPT NO.: �y �7� PERMIT NUMBER:y� • C7'.1� CONCURRENCY FEE: RECEIPT NO.: 7.�1 ? ( CERT. CAP. NO.: 1 ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION SCANNED 2 wVirginia Avenue �7 Ft. Pierce, FL 34982-5652 o 1� / 0 C, BY rna6z-lsss � St. Lucie County APPLICATION for BUILDING PERMIT � V� / e CERTIFICATE of CAPACITYMONING COMPLIANCE PROJECT INFORMATION C40- 1. LOCATION/SITEADDRESS: i /00 ("b') !Midway K6. 2. PROJECT NAME: SITE PLAN NAME: \%L kl`/ r/%G 3. PROPERTY TAX ID #: 7 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): /0 4Cre S LOT D]MENSIONS: Sfc&N"eiz1 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY. Y'w STr,. L I d4 Q -Y II. SETBACKS (ACTUAL) FRONT1j�- BACK: `10 r RIGHT SIDE&% LEFT SIDE: 90 12. TYPE OF CONSTRUCTION (Check 1I appropnate boxes) [� NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION RESIDENTIAL COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) �p9 la/ 0. DESCRIPTION OF PROPOSED USE: �pU f'T ( r-O f O 14. SQ. FT OF CONSTRUCTION: � ��(�pZ�7 � 15. /SF. FT Ist FLOOR 16. VALUE OF CONSTRUCTION- $ �1�V-ram o Q�0 (n BCs , . The value of construction is used to determine the meant ofpermit fees to be assessed SL Lucie Countyreserves the right to question and/or modify the indicated value of construction if itis demonstrated thatthe submitted figures arenot consistent with simr7artypm of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form Na: 001-02 A fz9 7 6 UPDATED 625709 OWNER INFORMATION NAME: gq% L ✓Ca< c `&U-t: b ADDRESS:g 3n o w Rf. . CITY: t gr+ STATE: / I ZIP: 3 S1 PHONE (DAYTIME): Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (� / CONTRACTOR INFORMATION ST. of FL REG.CERT #:q ST. LUCIE COUNTY CERT #: LJ �a— BUSINESSNAME: .kAL• QUALIFIERS NAME: PAN L K NN ADDRESS: 36 4o CITY: Ire-e STATE: L ZIP: 3y9N6 PHONE (DAYTIME): 6615 FAX NO. Email: 0�%141,lffirSAO ARCHIT/ENGBEm- Fredrick Q. sLfYer f ADDRESS: ayL40 'Federal gw, sac no CITY: 6iagr7 STATE: ZIP: 3y99y PHONE(DAYTIME):J7 Po!©"I-I990 BONDING COMPANY: ADDRESS: 4 is nn.ei CITY: STATE: ZIP: MORTGAGE LENDER ADDRESS: MOM CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. �/ j CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a fall concurrency review. room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. m LORSIGNATUPE <a O6ROReCO z 9 CONTRACTOR SIGNATURE STATE OF FLORID m ® STATE OF FLORIDA COUNTY OF m COUNTY OF The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me thisLE day ooff 20 a me this day of 20 _v�Y:an$1i �'3i=3i= a.P by who is personally& _ or has produced who is personally now or has produced as identification. $ rZ as identification. �� All Signature of P3 g F. Signature of Vkary Commission No (Sean a �i g Commission No. (Seal) 3 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. tit OFFICE USE ONLY BP #: 13C7. O� SECTION TOWNSHIP RANGE MAPNO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FIRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA (RADON) RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BID IMPACT FEE CORRECTION C -BID IMPACT FEE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE R AD CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF _ ELECTRIC PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING REVIEWS FRONT COLNTJR ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE DATE COMPLETED 'J INITIALS Lydia Galbraith From: Patrick Dayan Sent: Thursday, October 17; 2013 2:48 PM To: Lydia Galbraith; Ron Harris Subject: RE: Sherries Office PDS 13-017 e ff�1307- 4 Lydia, This requirement was waived because the County is constructing the sidewalk as part of the upcoming Midway Road project. Patrick Dayan Engineering Ext 2153 From: Lydia Galbraith Sent: Thursday, October 17, 2013 2:39 PM To: Ron Harris Cc: Patrick Dayan Subject: Sherries Office PDS 13-017, permit 1307-0244 HI Ron, Above PDS order for addition to Sherries office had a condition of approval. "They shall execute an agreement to pay a fee -in -lieu of the construction for sidewalk and remit to the County the required funds within 90 days after receiving final site plan approval. Do you know if they have done this? Please let me know. Thanks, L-iudta g calbratth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772)462-6448 Email: (lalbralthl(U)Stludeco.org Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. °'o?v/z/ .. THE SHAFFER GROUP, INC. 2440 SE FEDERAL HWY (STE 110) STUART, FLORIDA 34997-1795 (772)220-4990 DATE: 10/31/13 To: ST. LUCIE COUNTY BUILDING DEPT. Re: METAL BUILDING FOUNDATION & PEDESTALS PERMIT #1307-0244 Owner: ST. LUCIE COUNTY SHERIFF'S DEPT. 4700 WEST MIDWAY ROAD FT. PIERCE, FL. CERTIFICATION We hereby certify that foundation and pedestals as designed and shown on the plans (dated 08/05/13) meet or exceed the 2010 Florida Building Code and ASCE 7-10 for a risk category I & III (ultimate wind speed 175 mph and nominal wind speed 135 mph). FU Lie X26694 b ���%'--__.__,_ :: �_ -• C6 ] MU 'ETE DISPATCHERS: m ♦, cry MIAMI-DADE: (305) 264-7101 DEERFIELD: (954) 480-9333 41 The On The Concrete Companys° 'BLOCK PLANT: (305) 805-322-6 WWW.SUPERMIX.COM CENTRAL CONCRETE SUPERMIX, INC. LARGEST INDEPENDENT. READY -MIX CONCRETE PRODUCER IN FLORIDA MAIN OFFICE: 4300 S.W. 74th Ave. • Miami,, FL 33155 -.-PHONE: (305) 262-3250 • FAX: (305) 267-0698 CUSTOMER'NO._ ( DELIVERY TICKET - --DATE',..: I t,ERI Ti T1,I �elZ SERVING MIAMI—DADE, BROWARD, PAW BEACH, MARTIN & ST. LUCIE COUNTIES SOLDTO— DELIVERY ADDRESS i•ii_P.'-CNf:C-- rt)pJ'fRO T iI.IG G0),(1� Lf70%J !Cc-=7- P21:! i• P15RG2 - 'F"W, N iJS F'T f'1ci:C:.FLs4v.rE, 'PG 1�: . h!HII NH.'Ztp L.+;CGL L.0 I! L'L iJL,}r3 f-.: <n '•1uk,SV1 I I 1 I QUANTITY DESCRIPTION .PRICE. UNIT -EXTENSION:a yT,A _uk3li '+i Ch4-'M1 f';; 'Sf.il.. -;P°. �- 410W r�l � s!, RECEIVED CT 17 013 PT for'. cI3sUp^ }---_�� KINUTES ALLOWABLE TIME` PER MINUTE j EXTRA UNLOADING TIME CHARGE _ = X $1.00 = -6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE 1* I SLUkiP THIS DELIVERY TOTAL CU. YDS. AMOUNT _ ' OF YOUR ORDER FOR CU. YDS. TAX - CUSTOMER OR HIS AGENT ASSUMES FULL RESPONSIBILITY FOR STRENGTH AND/OR PERFORMANCE OF ANY CONCRETE PLACED ABOVE DESIGN SLUMP OR WHEN WATER IS ADDED. WATERADDED O YES 0 NO GLS. .TIME ARRIVED ON JOB STARTE NLOADING' ' ' FINISHED UNLOADING LEAVING THIS JOB 'TOTALTIME SUBJECT TO THE TERMS, CONDITIONS AND "CAUTION" WARNING LISTED ON BOTH THE FRONT AND BACK OF THIS TICKET. TRUCK DRIVER I acknowledge that I have received and accepted the materiels listed on this ticket. I understand and agree to the terms on both the front and Back of this ticket. RECEIVED BY: X /� = 7'.•1?T'j J. t ' CONTROL 20 LOADING POINTS' AT 15 LOCATIONS TO SERVE YOU BETTER .e.. • MIAl.11 •DOWNTOWN MIA MI • AIRPORT • OPA LOCKA • MEDLEY • PERRINE • PEMBROKE PINES • DEERFIELD /jY��• 14 0 9 5 8 7) BOCA RATON� RIVIERA BEACH • STUART • W. BROWARD • FT. PIERCE • E. 13ROWARD • DELRAY C i — it, Ve, PRODUCERS AND SUPPLIERS OF QUALITY READY MD(ED CONCRETE AND CONCRETE BLOCK NRMCA INVOICE COPY HERITAGE CONTRACTING SERVICES. INC. 3M N US Highway 1 Ft. Pierce. FL 34946 772-216-6612 paul.k.hcs@gmail.com a-Lr Customer I SL Lucie Countv Sheriff Office I A700 W. Midway Rd. I Ft. Pierce, FL 34981 BUDGET Data I 2!7/2013 I Project 1 Vehicle Storage yomoound Building 1 i' Description I Amount ; (Soft Costs IPermif application fee (Planning & Development Dept) $950.00j 1*9ullding Permit St Lucie County Fee $1,BOO.Dri ''Soil Bodngs(Required for foundation design) $1,500.001 1 'Site Plan Engineering $12,000xal f'SLC Stormwater, SLC Fire, SFWMD application fees $1,500.001 (Building Structural Engineering $1,500.00 Total Soft costs:) $19,260.001 \ !!I [Construction Costs ;'Foundation (concrete, bldg bolts, helical piers) $29,500.001 I Metal Building S110,020.001 1 Erection of Building $43,310.001 1 General ContractingWroject Management $25,000.00- Total Construction Costs I $207,830.00 I "these are estimated costs. TOTAL I 5227,080.001 SCANNED BY 1 PDS 13-017 St. Luce County 2 File No. SPMN 420134615 3 4 AN ORDER GRANTING APPROVAL FOR A MINOR 5 ADJUSTMENT TO MAJOR SITE PLAN KNOWN AS 6 ST. LUCIE COUNTY SHERIFF'S DEPARTMENT 7 s WHEREAS, the St. Lucie County Planning and Development Services Director has reviewed 9 the application for Minor Adjustment approval submitted by Stephen Cooper, P.E. & Associates, 10 Inc. on behalf of St. Lucie County Sheriff's Department, and the comments of the St. Lucie 11 County Development Review Committee on this application and made the following 12 determinations: 13 14 1. St. Lucie County Sheriff's Department presented a petition for a Minor Adjustment to a 15 Major Site Plan known as St. Lucie County Sheriff's Department to allow for the 16 construction of a 27,027 square foot covered structure over the existing designated 17 vehicular storage compound and a 882 square foot covered overhang addition to the 19 existing administration and operations building on 10 acres of property located at 4700 19 W. Midway Road in the I (Institutional) Zoning District, as described in Part B below. 20 21 2. The Development Review Committee has reviewed the site plan adjustment for the 22 proposed project and found it to meet technical requirements of the St. Lucie County 23 Land Development Code and to be consistent with the St. Lucie County Comprehensive 24 Pan, subject to the conditions set forth in Part A of this Order. 25 26 3. The proposed project will not have an undue adverse effect on adjacent property, the 27 character of the neighborhood, traffic conditions, parking, utility facilities, or other matters 28 affecting the public health, safety, and general welfare. 29 3o 4. All reasonable steps have been taken. to minimize any adverse effect of the proposed 31 project on the immediate vicinity through building design, site design, landscaping, and 32 screening. 33 34 5. The proposed project will be constructed, arranged, and operated so as not to interfere 35 with the development and use of neighboring property, in accordance with St. Lucie 36 County Land Development Code requirements. 37 36 6. The proposed project is to be served by Fort Pierce Utilities Authority water and 39 wastewater services. 40 41 NOW, THEREFORE, BE IT ORDERED: 42 File No.: SPMN 420134615 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT PDS Order No. 13-017 June 6, 2013 SAINT LUCIE COUNTY Page 1 FlLE A 384647008I1912013 a111:19 AM OR BOOK 3530 PAGE 1187. 1189 Dac Type: ORD RECORDING: $27.00 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Pursuant to Section 11.02.04 of the St. Lucie County Land Development Code, the Minor Adjustment to the St. Luce County Sheriff's Department Major Site Plan is hereby approved as shown on the site plan drawings for the project prepared by Stephen Cooper, P.E. & Associates, Inc., dated June 3, 2013 and date stamped received by the St. Lucie County Planning and Development Services Department on June 3, 2013, subject to the followin ns; The applicant shall execute an agreement tqja� fee9M!1 a the construction for sidewalk and remit to the County the required fun s wl I- O"days after receiving final site plan approval. The acceptable method of payment shall be a certified check payable to St. Lucie County. A copy of the standard "Agreement" can be obtained by visiting the St: Lucie County Public Works Department website at http://www.stlucieco.gov/public works /index.htm. 2. The County's issuance of development approval does not constitute compliance with any federal and state requirements. Applicable, federal and state approvals/permits are required prior to the commencement of any development activity (i.e. clearing, grading, removing structures, etc.). The responsibility for contacting federal and state agencies, procuring permits/approvals and compliance with applicable laws are the sole responsibility of the applicant. 3. Per Florida Statute 125.022, the issuance of development approval does not create any liability on the part of the county if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. 4. Copies of all applicable state or federal permits/written approvals are required by the County prior to issuance of a Vegetation Removal Permit and any development activity. B. The property on which this site plan approval is being granted is described as follows: BEING the West 744.61 feet of the East 2565.00 feet (as measured at right angles from the East line of the North Yz of Section 6, Township 36 South, Range 40 East, St. Lucie County, Florida) of the North 585.00 feet of the South 625 feet (as measured at right angles from the Centerline of Midway Road as per Florida Department of Transportation Right -of -Way Map Section No. 94530- 2602, Sheets 6 and 7 of 7) of that part of Lots 9, 10 and 11 of the Northeast 1/s of Model Land Company Subdivision according to the Plat thereof recorded in Plat Book 4, at Page 34 of the Public Records of St. Lucie County, Florida, lying North of Midway Road right-of-way as per said right-of-way map and containing 10.00 Acres (43560.00 Square Feet), more or less. PARCEL ID# 3406 5010015 000/1 C. The approvals granted by this administrative order shall expire June 6, 2014, unless a Building Permit is obtained or an extension is granted in accordance with the provisions of Section 11.02.06 of the St. Lucie County Land Development Code. File No.: SPMN 420134615 June 6, 2013 PDS Order No. 13-017 Page 2 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 D. The Site Plan approval granted under this Order is specifically conditioned to the requirement that the property owners, successors and assigns in interest, shall obtain all necessary development permits and construction authorizations from the appropriate State and Federal regulatory authorities including, but not limited to, the United States Army Corps of Engineers, the Florida Department of Environmental Protection, North St. Lucie Water Control District and the South Florida Water Management District, prior to the issuance of any local building permits of authorizations to commence development activities on the property described in Part B. E. This Order shall become effective upon the date of approval indicated below. Should the property owner, developer or authorized agent wish to appeal any condition described in Part A above, all such appeals must be filed in writing with the County Administrator within 30 days of the rendering of this Order, as described in Section 11.02.03(B), St. Lucie County Land Development Code. Should an appeal to this Order be filed, no permitting reviews or further administrative action shall take place on the processing of this development project until the appeal is resolved. F. A copy of this Order shall be attached to the site plan drawings described in Part A, which plan shall be placed on file with the St. Lucie County Planning and Development Services Director and mailed to the developer and agent of record as identified on the site plan application. G. The conditions set forth in Part A are an integral nonseverable part of the site plan approval granted by this Order. If any condition set forth is Section A is determined to be invalid or unenforceable for any reason and the developer declines to comply voluntarily with that condition, the site plan approval granted by this order shall become null and void. H. This order shall be recorded in the Public Records of St. Lucie County. ORDER effective the 6" day of June, 2013. File No.: SPMN 420134615 June 6, 2013 PLANNING & DEVELOPMENT SERVICES DIRECTOR ST. LUCIE COUNTY, FLORIDA ,y BY Mark Satterlee, AICP APPROVE AS TO FORM AND CORRE TNESS: BY �/19 County Attorney PDS Order No. 13-017 Page 3 1 2 3 4 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 PDS 13-017 File No. SPMN 420134615 AN ORDER GRANTING APPROVAL FOR A MINOR ADJUSTMENT TO MAJOR SITE PLAN KNOWN AS ST. LUCIE COUNTY SHERIFF'S DEPARTMENT WHEREAS, the St. Lucie County Planning and Development Services Director has reviewed the application for Minor Adjustment approval submitted by Stephen Cooper, P.E. & Associates, Inc. on behalf of St. Lucie County Sheriffs Department, and the comments of the St. Lucie County Development Review Committee on this application and made the following determinations: 1. St. Lucie County Sheriffs Department presented a petition for a Minor Adjustment to a Major Site Plan known as St. Lucie County Sheriffs Department to allow for the construction of a 27,027 square foot covered structure over the existing designated vehicular storage compound and a 882 square foot covered overhang addition to the existing administration and operations building on 10 acres of property located at 4700 W. Midway Road in the I (Institutional) Zoning District, as described in Part B below. 2. The Development Review Committee has reviewed the site plan adjustment for the proposed project and found it to meet technical requirements of the St. Lucie County Land Development Code and to be consistent with the St. Lucie County Comprehensive Pan, subject to the conditions set forth in Part A of this Order. 3. The proposed project will not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utility facilities, or other matters affecting the public health, safety, and general welfare. 4. All reasonable steps have been taken to minimize any adverse effect of the proposed project on the immediate vicinity through building design, site design, landscaping, and screening. 5. The proposed project will be constructed, arranged, and operated so as not to interfere with the development and use of neighboring property, in accordance with St. Lucie County Land Development Code requirements. 6. The proposed project is to be served by Fort Pierce Utilities Authority water and WaSteWater S2rVIC2S. NOW, THEREFORE, BE IT ORDERED: File No.: SPMN 420134615 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT PDS Order No. 13-017 June 6, 2013 SAINT LUCIE COUNTY Page 1 FILE # 3846470 06/19/2013 at 11:19 AM a ORD OR BOOK 3530 PAGE 1187 - 1189 Doc Typ RECORDING: $27.00 A. Pursuant to Section 11.02.04 of the St. Lucie County Land Development Code, the Minor Adjustment to the St. Luce County Sheriffs Department Major Site Plan is hereby approved as shown on the site plan drawings for the project prepared by Stephen Cooper, P.E. & Associates, Inc., dated June 3, 2013 and date stamped received by the St. Lucie County Planning and Development Services Department on June 3, 2013, subject to the following conditions: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 The applicant shall execute an agreement to pay afee-in-lieu of the construction for sidewalk and remit to the County the required funds within 90 days after receiving final site plan approval. The acceptable method of payment shall be.a certified check payable to St. Lucie County. A copy of the standard "Agreement' can be obtained by visiting the St. Lucie County Public Works Department website at http://www.stiucieco.gov/public works /index.htm. 2. The County's issuance of development approval does not constitute compliance with any federal and state requirements. Applicable, federal and state approvals/permits are required prior to the commencement of any development activity (i.e. clearing, grading, removing structures, etc.). The responsibility for contacting federal and state agencies, procuring permits/approvals and compliance with applicable laws are the sole responsibility of the applicant. 3. Per Florida Statute 125.022, the issuance of development approval does not create any liability on the part of the county if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. 4. Copies of all applicable state or federal permits/written approvals are required by the County prior to issuance of a Vegetation Removal Permit and any development activity. B. The property on which this site plan approval is being granted is described as follows: BEING the West 744.61 feet of the East 2565.00 feet (as measured at right angles from the East line of the North'/z of Section 6, Township 36 South, Range 40 East, St. Lucie County, Florida) of the North 585.00 feet of the South 625 feet (as measured at right angles from the Centerline of Midway Road as per Florida Department of Transportation Right -of -Way Map Section No. 94530- 2602, Sheets 6 and 7 of 7) of that part of Lots 9, 10 and 11 of the Northeast 7a of Model Land Company Subdivision according to the Plat thereof recorded in Plat Book 4, at Page 34 of the Public Records of St. Lucie County, Florida, lying North of Midway Road right-of-way as per said right-of-way map and containing 10.00 Acres (43560.00 Square Feet), more or less. PARCEL ID# 3406 501 0015 000/1 C. The approvals granted by this administrative order shall expire June 6, 2014, unless a Building Permit is obtained or an extension is granted in accordance with the provisions of Section 11.02.06 of the St. Lucie County Land Development Code. File No.: SPMN 420134615 June 6, 2013 PDS Order No. 13-017 Page 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 D. The Site Plan approval granted under this Order is specifically conditioned to the requirement that the property owners, successors and assigns in interest, shall obtain all necessary development permits and construction authorizations from the appropriate State and Federal regulatory authorities including, but not limited to, the United States Army Corps of Engineers, the Florida Department of Environmental Protection, North St. Lucie Water Control District and the South Florida Water Management District, prior to the issuance of any local building permits of authorizations to commence development activities on the property described in Part B. E. This Order shall become effective upon the date of approval indicated below. Should the property owner, developer or authorized agent wish to appeal any condition described in Part A above, all such appeals must be filed in writing with the County Administrator within 30 days of the rendering of this Order, as described in Section 11.02.03(8), St. Lucie County Land Development Code. Should an appeal to this Order be filed, no permitting reviews or further administrative action shall take place on the processing of this development project until the appeal is resolved. F. A copy of this Order shall be attached to the site plan drawings described in Part A, which plan shall be placed on file with the St. Lucie County Planning and Development Services Director and mailed to the developer and agent of record as identified on the site plan application. G. The conditions set forth in Part A are an integral nonseverable part of the site plan approval granted by this Order. If any condition set forth is Section, A is determined to be invalid or unenforceable for any reason and the developer declines to comply voluntarily with that condition, the site plan approval granted by this order shall become null and void. H. This order shall be recorded in the Public Records of St. Lucie County. ORDER effective the 6th day of June, 2013. PLANNING & DEVELOPMENT SERVICES DIRECTOR ST. LUCIE COU TY, FLORIDA 4 r BY —.'- Mark Satterlee, AICP APPROVEC—AS TO FORM AND CORRE TNESS: BY Attorney File No.: SPMN 420134615 June 6, 2013 PDS Order No. 13-017 Page 3 SherrifPs Department Covered August 5, 2013 Vehicle Storage Constmctability Review En eineering/Public Works Comments The sidewalk on Midway Road shall be deleted from this plan set. The sidewalk along this parcel will be constructed by the County as a component of the Midway Road improvement project, a funded project due to begin construction in 2014. SCANNED BY g1. Lucie Counhl Building Dept. Project Name r Address Contractor SAINT LUCIE COUNTY FIRE DISTRICT �ttcA�M3 r PLAN REVIEW FORM ,l�s Win' 6y 5160 N.W. Milner Drive g Port Saint Lucie, FL 34983 Telephone: 772-621-3322 �RFpI�" Fax: 772-621-3604 Web Address: www.slcfd.com Lucie County Storage West Midway Road SCANNED BY St. Lucie County FMO Permit # BLDG Permit # city Fort Pierce B13-298 1307-0244 — Add:.ess Pierce 3690N US-1- city Fort State FI ---,_ - - _ - Zip 34946 ��'i Telephone 772_216-6612 Architect/Engineer Telephone Steve Cooper 772-336-2933 Occupancy Type Construction Type Square Feet 27,027 Industrial Occupant Load F Number of Stories 1 Access Box Access Key Switch F AFS Permit I FA Permit F FFP Permit General Notes 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be .pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. S. Failed Inspections require payment of fee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. B. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, and Fixed Fire Protection Systems require a separate review and permit. THE FLORIDA FIRE PREVENTION CODE, 2010 EDITION IS CURRENTLY ENFORCED. BUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODES 69A-3.012 AND 69A-60.0081 PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. See General Notes Above and Required Revisions Below Installation of roof section shall comply with FFA regulations regarding Heliports and distance to structures. Portable fire protection shall be provided for every 75ft of travel. If gates are provided over access roadways Knox access is required. Page I • ! of I' Reviewed by D. Foxx Date 08/23/2013 REVISIONS DESIGN CRITERIA Width (ft) = 158.0 Length (ft) = 148.5 Eove Height (ft) = 18.5/18.5 Roof Slope Rise/12) = 1.0 Dead Load psf) = 2.1 Collateral Load (psf) = 0.0 Roof Live Load (sf) = 20.0 Frame Live Load psf) = 12.0 Snow Load (sf) = 0.0 Wind Speed mph) = 150.0 Wind Code = FBC 10 Risk Category = I -LOW Exposure = B Closed/Open/Partial = 0 Importance - Wind = 1.00 Internal GCpi = +0.18 / -0.18 Seismic Use Group (SUG) = I Seismic Site Class = D Mapped Response (Ss) = 0.0750 Mapped Response S1 = 0.0300 Design Category (SDC) = A Importance - Seismic = 1.00 Site Coeff (Fa) = 1.6000 Site Coeff (FV) = 2.4000 Design Response Sms) = 0.1200 Design Response Sm1 1Sd1) = 0.0720 Design Response Sds = 0.0800 Design Response = 0.0480 Res Mod Factor (Mom) R = 3.0 App Period (Moment) To = 0.2890 Res Mod Factor (Brc) R = 3.0 App Period (Braced) To = 0.1784 NOTE: THE SEISMIC ANALYSIS PROCEDURE USED ON THIS STRUCTURE IS THE EQUIVALENT LATERAL FORCE PRO- CEDURE. Structural Steel ASTM# (Plate) Plate Yield (Fy) ASTM# (Bar) Plate Yield (Fy) Liaht Gaae Steel ASTM# (Cold -Form) Cold -Form Yield (Fy) ASTM# (Panel) Panel Yield (Fy) = A-529; A-570; A-572 = 50.0 ksi = A-529; A-570; A-572 = 50.0 ksi = A-570 = 55.0 ksi = A-792 = 80.0 ksi NOTE: ALL CONNECTION BOLTS ARE DESIGNATED IN THESE DRAWINGS AS EITHER A "M" FOR A307 BOLTS OR A "H" FOR A325 BOLTS. NOTES TO ERECTOR/OWNER: [1] "SBS" IS NOT RESPONSIBLE FOR THE ERECTION OF THE BUILDING, THE SUPPLY OF ANY TOOLS OR EQUIPMENT, OR ANY OTHER FIELD WORK UNLESS "SBS" HAS BEEN CONTRACTED FOR THESE. "SBS" DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION OF THE BUILDING, NOR DOES "SBS" PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION. [2] USE ONLY THE ERECTION DRAWINGS PROVIDED BY "SBS" AND IN- CLUDED IN THE ERECTOR'S PACKAGE DELIVERED BY THE TRUCK DRIVER WITH THE BUILDING. "SBS" IS NOT LIABLE FOR,ANY CLAIM RESULTING FROM THE USE OF OTHER DRAWINGS. [3] CHECK SLAB AND ANCHOR BOLT PLACEMENTS BEFORE STANDING ANY FRAMING. IF THE SLAB IS NOT SIZED CORRECTLY OR IS OUT OF SQUARE, OR IF THE ANCHOR BOLTS ARE NOT CORRECTLY LOCATED, CALL "SBS". "SBS" IS NOT LIABLE FOR LABOR CHARGES RESULTING FROM STANDING FRAMING ON AN INCORRECT SLAB. [4] BEGIN ERECTION WITH A BRACED BAY. INSTALL THE EAVE STRUTS FIRST AND THEN THE PURLINS WHICH FALL AT THE CABLE ATTACHMENT POINTS. NEXT, INSTALL ROOF AND WALL CABLES TO A SNUG CONDITION, SO THAT THE FRAMING IS BRACED. FINISH INSTALLING PURLINS AND GIRTS IN THE BRACED BAY. USING THE. THE CABLE BRACING, SQUARE AND PLUMB THE FRAMING. CONTINUE WITH REMAINING BAYS, INSTALLING BRACING AS ADDITIONAL BRACED . BAYS ARE ERECTED. [5] THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS INTO LINE, MODERATE AMOUNTS OF REAMING, CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORT- AGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT SUBJECT TO CLAIM. CONTACT "SBS" BEFORE MAKING ANY FIELD MOD- IFICATION TO THE BUILDING. "SBS" DOES NOT PAY CLAIMS FOR ER- ROR CORRECTION UNLESS APPROVED IN WRITING BY "SBS" BEFOREHAND. COMPONENTS AND CLADDING COMP/CLAD PRESSURE SUCTION ROOF SUCTION LOCATION (PSF) (PSF) (PSF) COLUMN 0.0 -0.0 GIRT/HEADER 0.0 -0.0 JAMB 0.0 -0.0 WALL PANEL 0.0 -0.0 PURLIN 14.6 -44.2 ROOF PANEL 14.6 -44.2 LONG. BRACING 13.7 -9.9 -35.0 LONG. BRACING 20.9 -14.7 (EDGE ZONE) SCANNED BY Lucie County 3REUQRY S. BARFIELD, P.t 2149 NELL PURNiiS ROAD ADE1 ; GA 31620 P E F 54419 STFZU@T0WI1&/,STAMP L No 54419 0 O B %D..' awe s°© OQ-'O['�A"����°�c °A°sAoeaaae�©e 7-10-13 i, Cd v� F co - L M ,:: L� CD03 co It co rr LL to : pQIMG 0 0 DIA=31r 1E DA=I' ANCHOR BOLT PLAN NOTE: ALL BASE PLATES ® 100'-0" (UNLESS NOTED) :aHrGOWf S. BARFIELD, b'A 2149 NO ?_ pUSV1S ROAD ADEL, GA 31620 pE#54419 EN ®� STD INN S'"JST S INC. 0 f a NO a CUSTOMER: ' h ° ST. LUCIE COUNTY SHERIFF OFF. JOB NO: DATE REVISIONS 13-06-134 1 6 5 13 e �o [l] LOCATION: d� �`"� ° 1°0R ae�e�®®eo FORT PIERCE, FL vv9 �y (z] oRATnxcANCHOR BOLT LAYOUT B_ NONE ���ep saAGIls �c 131 DRAWING NO: DRAWN BC CHECKED BY: 7 PAGE 1 MSS HEF ©_ _ 10 1 2" DETAIL A DIA= 3/4" i 6- 0 j 0 1 1/2^ 3" O 0� 0 17/25 a 3" w Sw --I-- SEE PLAN DETAIL D II 0 I O O I O 1 1/2^ O 1013' O 01 1/2 5za^ Sw N 1/21 1/2" SEE PLAN DETAIL B Pp DETAIL E 5 DIA= 1" DIA= 1" 4" 3" m � I 2" . ---- Sw Sw LJ z^ z" ,'-,0 , s^ 4 SEE PLAN \ DETAIL C 4LN DETAIL F (4 1 3REGORY S. BARFIELD, P.�: 214914ELL PURVIS ROAD ADEL, GA 31620 P E 46 54419 STR,UcT0Rq@BF$TAMP 00�I Ot:TV HT I N(El SL—JSTEAFXS Inc.S 0o N- 54," CUSTOMER: ST. LUCIE COUNTY SHERIFF OFF. w ,° REVISIONS JOB NO: ORE `., _ , = ,,c 13-06-134 6 5 13 LOCATION: FORT PIERCE, FL DRAWING NPA1E SCALE: ANCHOR BOLT DETAILS NONE °aonae"sae°fl°° DRAWING NO: DRAWN W.. CHECKED BY: PAGE 1.1 1 MSS I HEF - (D - ( 3 4 Y Q _ r COLUMN LINE KPAL) rKAML: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES LUM`N REACO�NHMIN) FRM COL LOAD HMAX V ANC BASE (IN) ELEV. LINE LINE ID H VMAX ID H VMIN -BOLT 0TY DIA WIDTH -PLATE LENGTH THICK (in) 1• C 3 2.2 6.5 7 _ -3.4 -8.3 4 0.750 6.000 10.50 0.375 0.0 1 2.0 11.3 5 -0.7 -13.4 1• A 7 3.4 -8.3 3 -2.2 6.5 4 0.750 6.000 10.50 0,375 0.0 1 -2.0 11.3 4 0.7 -13.4 1' B 7 0.0 -22.4 7 0.0 -22.4 4 0.750 6.000 8.00D 0.500 0.0 1 0.0 19.0 1- FRAME UNES:l 7 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES LU RE FRM COL LOAD HMAX V LOCADNHMI N-COk) V ANC -BOLT BASE -PLATE (IN) ELEV. LINE LINE ID H VMAX ID H VMIN OTY DIA WIDTH LENGTH THICK (m) 2- C 2 3.3 11.5 6 -4.3 -12.5 4 0.750 6.000 8.500 0.500 0.0 1 3.0 20.6 5 -1.0 -25.3 2• A 7 4.3 -12.5 3 -3.3 11.5 4 0.750 6.000 8.500 0.500 0.0 _ 1 -3.0 20.6 4 1.0 -25.3 2• B 7 0.0 -33.8 7 0.0 -33.8 4 0.750 8.000 8.000 0.500 0.0 1 0.0 34.3 2- FRAME LINES:2 4 6 RIGID FRAME: BASIC COLUMN REACTIONS (k ) FRAME COLUMN ----- Dead -------- Live ------ Wind_Leftt- -Wind-RightlHORIZ %nd -WMd gg REVE LINE 1• LINE C HORIZ 0.6 VERT 2.4 HORIZ 1.4 VERT 8.9 HORIZ -3.6 VERT -14.3 HORIZ -1.8 VERTHORIZ -24.7 -2.0 VERT E -23.3 -3.4 RT -15.7 1° A -0.6 2.4 -1.4 8.9 1.8 -24.7 3.6 -14.3 3.4 -15.7 2.0 -23.3 1• B 0.0 4.7 0.0 14.3 0.0 -29.3 0.0 -29.3 0.0 -29.3 0.0 -29.3 FRAME COLUMN--Wind_Longyl- --Wmd_Lon 2- -Seismic-Left Seismic_Right FIRAT_11 1- F1PAT_LL-2- LINE LINE HORIZ VEIRi H063 VERT H0R012 VER0T0 HORRIZ VEROTO HORIZ VERT H0RIZ VERT 1. 27 1.1 1.1 4 1* A 6.3 -16,3 -2.7 6.9 -0.2 0.0 0.2 0.0 -1.1 -0.4 -1.1 6.0 1• B 0.0 -42.0 0.0 17.7 0.0 0.0 0.0 0.0 0.0 7.2 0.0 7.2 FRAME COLUMN ----- Dead -------- Live ------ Wind_Leftl- -Wi.nd_RI htl- --Wind_Left2- -Wmd_Right2- LINE LINE HORIZ VERT HORIZ VERT Hu. _ VERT HORIZ VERT HORIZ VERT HORIZ VERT 2- C 0.8 3.9 2.2 16.6 -5.9 -27.0 -2.5 -46.1 -3.0 -43.5 -5.4 -29.6 2- A -0.8 3.9 -2.2 16.6 2.5 -46.1 5.9 -27.0 5.4 -29.6 3.0 -43.5 2- B 0.0 7.9 0.0 26.4 0.0 -54.0 0.0 -54.0 0.0 -54.0 0.0 -54.0 FRAME COLUMN--Wind_Longl- --Y6nd_Lon92- -Seismic-Left Seismic_Right F2PAT_LL_1- F2PAT_LL_2- LINE LINE HORIZ VERT HORIZ VERT' HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT 2• C -8.0 -24.8 4.1 12.7 -0.3 -0.1 0.3 0.1 1.6 11.0 1.7 -0.8 2• A 8.0 -24.8 -4.1 12.7 -0.3 0.1 0.3 -0.1 -1.7 -0.8 -1.6 11.0 2• B 0.0 -64.2 0.0 32.9 0.0 0.0 0.0 0.0 0.0 13.4 0.0 13.4 FRAME COLUMN ----- Dead -------- Live ------ Wind_Leftl- =Wmd_Rightl- --Wmd_Le(t2- -Wind_Right2- LINE LINE HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT 3- C 1.2 4.2 3.3 17.0 -8.1 -27.7 -4.8 -46.8 -5.2 -44.2 -7.7 -30.3 3- A -1.2 4.2 -3.3 17.0 4.8 -46.8 8.1 -27.7 7.7 -30.3 5.2 -44.2 3. B 0.0 7.5 0.0 25.4 0.0 -52.0 0.0 -52.0 0.0 -52.0 0.0 -52.0 FRAME COLUMN--Wind_Longl- --Wind_Long2- -Seismic-Left Seismic_Right -Seismic-Long F3PAT_l I I- _ LINE LINE HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT 3. C -7.2 -113.8 3.7 -88.8 -0.3 -0.1 0.3 0.1 0.0 -10.1 2.3 11.4 3• A 7.2 -113.8 -3.7 -88.8 -0.3' 0.1 0.3 -0.1 0.0 -10.1 -2.4 -0.5 3. B 0.0 -38.6 0.0 19.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.8 FRAME COLUMN F3PAT-LL_2- LINE LINE HORIZ VERT 3. C 2.4 -0.5 3• A -2.3 11.4 3• B 0.0 12.8 1• FRAME LINES: 1 7 2• FRAME LINES: 2 4 6 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES LUME-CON REAOADNHMSN) FRM COL LOAD HMAX V ANC -BOLT BASE -PLATE (IN) ELEV. LINE LINE ID H VMAX ID H VMIN 01Y DIA WIDTH LENGTH THICK (in) ' 3. C 2 3.3 11.5 6 -4.3 -12.5 4 1.000 8.000 8.750 0.750 0.0 1 3.0 20.6 5 -1.0 -25.3 3. A 7 4.3 -12.5 3 -3.3 11.5 4 1.000 8.000 8.750 0.750 0.0 1 -3.0 20.6 4 1.0 -25.3 3. 8 7 0.0 -33.8 7 0.0 -33.8 4 0.750 8.000 8.000 0:500 0.0 1 0.0 34.3 3• FRAME UNES:3 5 NOTES FOR REACTIONS 1. ALL LOADING CONDITIONS ARE EXAMINED AND ONLY MAXIMUM/MINIMUM H OR V AND THE CORRESPONDING H or V ARE REPORTED. 2. POSITIVE REACTIONS ARE AS SHOWN IN THE SKETCH. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS. ' 3. BRACING REACTIONS ARE in THE PLANE OF THE BRACE WITH THE H POINTING AWAY - FROM THE BRACED BAY. THE VERTICAL REACTION IS DOWNWARD. 4. BUILDING REACTIONS ARE BASED ON THE FOLLOWING BUILDING DATA: WIDTH (ft) = 158.0 LENGTH �(tt) ( = 148.5 EAVE ROOF LO AD PE_ (R'SE/12) _ li% .O 8.5 COLLATERAL (LOAD (psf) = 20.0 ROOF LIVE LOAD (psf = 20.0 FRAME LIVE LOAD psf = 12.0 WIND SPEED (mph) = 150.0 WIND CODE = FBC 10 (IBC 12) EXPOSURE = B CLOSED0PEN IRARTIAL = 0 IMPORT, CE WWIND = 1.00 IMPORTANCE SEISMIC = 1.0D SEISIjIC Zone = A SEISMIC COEFF (Fa -Ss) = 0.12 5. LOADING CONDITIONS ARE: 1 Dead+Collaleral+Live 2 Dead+0.6Wnd_Long2 3 Dead-0.6Wind_Long2 4 0.6Dead+O.6Wind_Leftl 5 0.6Dead+0.6Wind_Rightl 6 0.6Dead+0.6Wind_Longl 7 O.6Dead-0.6Wind_Longl WIND COLUMN REACTIONS f REACTIONS LL- COL Z VERT MOMENT ANC -BOLT BASE-PLATE(IN) LE(I CALINE LINE R/L LOAD -ID (k ) (k ) (f k )O DIA WIDTH CK THIICK F_SW A El 3 L WINO 11.0 97.2 181.6 4 1.000 8.000 8.000 0.750 M SEISMIC 0.8 6.9 12.8 F_SW A 5 R WINO 11.0 97.2 181.6 4 1.000 8.000 8.000 0.750 SEISMIC 0.8 6.9 12.8 B_SW C 5 L WIND 11.0 97.2 181.6 4 1.000 8.000 8.000 0.750 V17 1 V SEISMIC 0.8 6.9 12.8 B_SV C 3 R WIND 11.0 97.2 181.6 4 1.000 8.000 8.000 0.750 SEISMIC 0.8 6.9 12.8 REVISIONS ANCHOR BOLT SUMMARY P(in)) OTY LOCATE (in) TYPE O 68 FRAME 3/4' A307 2.50 0 16 FRAME 1' A307 3.00 0 16 WINDCOL 1' A307 3.00 BUILDING BRACING REACTIONS t REACTIONS (k 1 -WALL- COL -WIND- -SEM C - LOC LINE LINE HORZ VERT HORZ VERT L-EW 1 RIGID FRAME AT ENDWALL F_SW A WIND COLUMN IN WALL R_EW 7 RIGID FRAME AT ENDWALL B_SW C WINO COLUMN IN WALL E COUNTY SHERIFF OFF. 3REGORY S. BARFIELD, P L 2149 NELL PURVIS ROACH ADEL, GA 31620 P E # 54419 STMgjj;ft�, STAMP 60®�9�y S. �3 M ' it s a d'e'Oh NONE°seS�0IL4A'e �� ;m BY: +7L600Egfa6 148'-6"OUT-TO-OUT OF STEEL EXTEND " 11 3/411 11 3/4 11 3/4- it 3/4� 11 3/4-till � 11 LAP 3/4" 11 3/4' it 3/4' 11 3/4' 11 3/4" EB 1 El EB 2 EB 3 El El EB-4 PURLIN 2'-11 3/+- 1'-11 3/4 1'-11 LAP 2'-11 3/4 i -11 3/4' EXTEND 11 3/4+ 11 3/4''+J it 3/4+ 11 3/4+ 11 3/4+ LAP it 3/4" if 3/4' 11 3/4' 11 3/4" it 3/4' ROOF FRAMING PLAN EXTENSION CANOPY BOLTS ROOF PLAN MARK OUAN TYPE DIA LENGTH EB-1 4 A325 5 8 2 1/2 EB-2 4 A325 7/8" 2 1/2" EB-3 4 A325 7/8 2 1/2 EB-4 4 A325 5 8" 2 1 2" SPECIAL BOLTS ROOF PLAN o ID IQUAN TYPE DIA LENGTH WASH 1 2 A325 3 4 1 1 2 0 2 2 A325 MEMBER TABLE ROOF PLAN PART LENGTH BUILT UP 12 —1 1 8BUILT UP 12'-1 1/16" BUILT UP 12'-1 1/16BUILT F UP 12'-1 1/8,1Ox25Z16 25'-5 1/210x25Z16 29'-11 1/21Ox25Z16 28'-11 1/21Ox25Z16 28'-11 1/2 1Ox25Z16 29'-11 1/2" P-6 1Ox25Z14 28'-11 P-7 1Ox25Z16 1/2" 25'-5 1/2" P-8 10x25Z16 29'-11 1/2" P-9 1Ox25Z16 29'-11 1/2" P-10 10x25Z14 28'-11 1/2" P-11 t0x25Z16 23'-5 1/2" P-12 1Ox25Z16 26'-11 1/2" P-13 1Qx25Z16 26'-11 1/2 P-14 t0x25Z14 29'-11 1/2" P-15 1Ox25Z14 29'-11 1/2" E-1 10ES14@1 22'-5 1/2" E-2 10ES14@1 24'-11 1/2" E-3 10ES14@1 25'-11 1/2" E-4 10ES14@1 25'-11 1/2" E-5 10ES14@1 22'-5 1/2" CB-4 1/4 CBL 27'-3 9/16' CB-1 5/16 CBL 35'-3 1/4 CB-2 5/16 CBL 35'-7 7/8 CB-3 1 4 CBL 35'-7 7 8" aREGORY S. BARFIELD, P.t 2149 BELL pURVI3 ROAD ADEL, GA 31620 P E # 54419 *NOTE: SEE PAGE 2.4 FOR 0,01C,711Rt4a�TAMP PURLIN BRACE DETAILS. % .orc"q S. 8� �eBmP� wyi, GENS�' ei9 ®� STD EELJL=NS SYSTEMS INC% = C, , No 54i; 3 CUSTOMER: ST. LUCIE COUNTY SHERIFF OFF. JOB N0: OATS REVISIONS 13-06-134 6 5 13 [t] LOCATION: FORT PIERCE, FL [2] DRAWING ME - ROOF SCAB: FRAMING LAYOUT NONE 131 DRAWING NO: ORAWN BY: CHECKED BY: PAGE 2 1 MSS NOTE: FIELD REAM PURLINS AT 5/8" AND 3/4" BOLT LOCATIONS. Iaooaaeam- -fo— I MARK TYPE DIA LENGTH Q7" 12 1/2" lip DD/f�1� 8 137ie ✓�13/ifi RIGID FRAME ELEVATION: FRAME LINE 1 MEMBER TABLE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE START END THICKI LENGTH MARK W x THK x LENGTH W x THK x LENGTH RF7-1 9.6 10.8 0.135 4-3 7 16 S x 1 2 x 17-7 5 16 5 x 3 8 x 16-2 1 2 10.8/14.0 0.135 11'-11 5 x i/4" x 1'-2 1 2" 14.0/14.0 0.188 i'-6 1/16" RF1-2 14.0/24.6 0.135 11'-11 5 x 1/4" x 17'-9 9/16" 5 x 1/4" x 17'-11 3/8" 24.6/30.0 0.135 5'-11 3/4" RFi-3 30.0/26.7 0.135 11'-11" 5 x 1/4" x 20'-0" 5 x 1/4" x 9'-8" 26.7/23.4 0.135 11'-11" 5 x 1/4" x 20'-0" 5 x 5/16" x 20'-0" 23.4/20.2 0.135 11'-11" 5 x 5/16 x 10-4 1/16" 20.2/19.0 0.135 4'-3" RF1-4 19.0/25.6 0.188 11'-11" 5 x 1/4"x 9'-8" 5 x 1/4" "x 9'-8 1/8" 25.6/30.0 0.188 8'-1" 5 x 5/16"x 10'-4" 5 x 5/16 x 9'-10 1/4" RF1-5 EB-1 88X13.6 6.5/ 9.5 0.135 12'-1 1/8" 5 x 1/4" x 12'-1 1/8" 5 x 1/4" x 12'-1 1/8" 6.5/ 9.5 0.135 12'-1 1/e" 5 x 1/4" x 12 -1 1/8 '5 x 1/4" x 12'-1 1/8 2 1 /2' 1 12 3REGORY S. BARFIELD, P,t 2149 NEL L PURVIS ROAD ADEL, GA 31620 P E # 54419 Sjl -M- 6 "PT -A IP � V ii�i>� �'�� >PYSi� INC. C3 iti J 6 0 // a/>] CUSTOMER: ST. LUCIE COUNTY SHERIFF OFF. REVISIONS Job NO: DATE '. 13-06-134 6/ 5/13 NONE _fp -I9 LENGTH FLANGE BRACE FRAME LINE TABLE 3 D ID SIRES MARK LENGTH 1 . 2 F85 V-11 2 2 FB24 9/16" 3'-8 1/16- 3 2 FB38 4'-1" 4 2 FB36 3-11 9/16" 5 2 FB33 3'-10 7/8" 6 2 F831 3'-101/8" 7 2 F830 3'-9 7 16" 8 2 FB27 3'-8,3/4" 9 2 F823 3'-8' 10 2 FB21 3'-7 5/16" '11 2 F820 3'-6 9/16" 12 2 FB16 3'-5 3/16" 13 2 FB17 3'-6 1/16 14 2 FB22 3'-7 7/16" 15 2 FB28 3'-8 7 8" Q7" 12 DD/F.�i 1,�� 6 137-'k-mm RIGID FRAME ELEVATION: FRAME LINE 3 MARKcn WEB�OEPTH WE PLATE OUTSIDE FLANGE INSIDE FLANGE START ENO THIC LENGTH W z 7HK x LENGTH W x THK x LENGTH RF3-1 7.5 10.7 0.135 3 -8 11 16 6 x 1 2 x i fi -7 i 6 6 x 3 4 x 15 -8 1 8 10.7/21.0 0.135 11'-11" 5 x 1/4" x 1'-9 9 16" 21.0/21.0 0.250 2'-1 1/16" RF3-2 21.0/33.9 0.188 11'-11 5 x 1/4" x 17'-3 11/16" 5 x 1/4" x 17'-6 5/16' 33.9/40.0 0.188 5'-6 1/2" RF3-3 40.0/37'0 0.188 11'-11 5 x 1/4"x 9'-8" 5 x 5/16" x 9'-8" 37.0/34.0 0.188 11'-11" 5 x 5/16"„ x 19 -8" 5 x 3/8x 19'-8 1/16" 34.0/31.0 0.188 11'-11" 5 x 5/16 x i -0" 5 x 3/8" x 1 -O" 31.0/3D.0 0.188 4'-0 11/16" 5 z 1/4x 9-5 11/16" 5 x 5/16"x 9-5 3/4� RF3-4 332.5 0.188 f0'-0" 5 z 1/4" x 19'-0" 5 x 1/4 z 19-5 7/8 32.5//35.0 0.250 10'-0" 5 z 1/4" x 1'-O" RF3-5 B8K17 EB-2 7.4/11.4 0.135 12'-1 1/16" 6 x 1/4" x 12'-1 1/16" 6 x 5/16" x 12'-1 1/16" 7.4/11.4 0.135 12'-1 1/16" 6 x 1/4" x 12'-1 1/16" 6 x 5/16" x 12'-1 1/16" 1 "b�, 12 3REGORY S. BARFIELD, ?.t 2149 NELL PURVIS ROAD ADEL, GA 31620 P E 0 54419 mSTD BIJIMNI fl-�S-TFEZIAS 1Nm LIS70MER: o ST. LUCIE COUNTY SHERIFF OFF. REVISIONS 1 13-06-134 1 6/ 5/13 1 �.7 Z PHr =LANGE BRACE FRAME LINE TABLE 4 6 v ID SISES MARK I LENGTH 1 2 FB3 2'-10 1/16- -2 2 F829 V-9" 3 2 F840 4'-3 1/2" 4 2 F839 4'-1 7/16' 5 2 F837 4'-0 7/16" 6 2 F835 3'-11 7/16" 7 2 FB32 3'-10 7 16" 8 2 FB30 3'-9 7 16" 9 2 F825 3'-8 7/16- 10 2 FB22 3'-7 7/16 -11 2 F819 3'-6 7/16" 12 2 FBI 3'-4 1/2 13 2 FBIB 3'-6 1/8" 14 2 FB26 3'-8 5/8" 15 2 FB34 3'-11 1 4" Q1' 12 MARK 1 3ART7END 1 THICK LENGTH W x THK x LENGTH 1Y x THK x LENGTH RF2-1 7.5 10.1 0.135 T—11 11/16" 5 x 1 2' x 16 —7 7 16 5 x 1 2 x 15 —10 15/16' 10.1/18.0 0.135 11 —11., 5 x 1/4" x 1'-6 9 ,6" 18.0/18.0 0.250 V-10 1/16" RF2-2 18.0/34.B 0.188 11'-11" 5 x 1/4" x 17'-6 15/16" 5 x 1/4" x 17'-9 15/16" 34.8/42.9 0.188 5'-9 1/2" RF2-3 43.0/38.8 0.188 11'-11 5 x 1/4"x 9'-8" 5 x 5/16" x 9'-8 1/16" 3B.8/34.6 0.188 11'-11" 5 x 5/i6"x 19—B" 5 x 3/8" x 19-8 1/8" 34.6/30.4 0.188 11'-11" 5 x 5/16" x t —0" 5 x 3/8 x 1 —O" 30.4/29.0 0.188 4'-0 11/16" 5 x 1/4" x 9 —5 11/16" 5 x 5/16"x 9� 5 3/4" RF2-4 29.0/33.6 0.188 10'-0" 5 x 1/4" x 19'-0" 5 x 1/4" x 19 —5 3/4 33.6/38.0 0.250 10'-0" 5 x 1/4 x 1 —0" RF2-5 B8X17 EB-3 7.4/11.4 0.135 12'-1 1/16'_ 6 x 1/4: x 12:-1 1/16" 6 x 5/16;, x 12:-1 1/16;; D/— F 8 13A'- � /�b—'B 13/i6" 1/2' 29'-5. ..-IL —-5" 2 RIGID FRAME ELEVATION: FRAME LINE 4 6 REVISIONS 12 3REGORY S. BARFIELID, Rt-.. 2149 HELL PURVIS ROAD ADEL, GA 31620 P E 54419 mSTD BUL=NS S1-. TESTE S INC. USTOMER: ST. LUCIE COUNTY SHERIFF OFF. De NO: DAM:13-06-134 6/ 5/13 DCA11aN: I FORT PIERCE, FL RAWING NAME: SCALE: RIGID FRAME CROSS SECTION NONE RAWING NO: DRAWN BY. CHECKED BY: PAGE 2.4 1 MSS 6Eft1S' w 6 i.o 5�9 fl� °�oaeuaeo@xaa �-/0 -13 SE PLATE TABLE L PLATE SIZE MARK IBP WIDTH THICK LENGTH -1 6" 3/8" 10 1/2" 6" 1 2" 8" FLANGE BRACE FRAME LINE TABLE 7 61D JES MARK LENGTH 1 1 FB7 2'-7 3/16" 2 1 FB9 V-1 3/16" '3 1 FB13 3'-3 116" 4 1 FB12 3'-3 1/4 " 5 1 FB71 3'-2 1Y2" 6 1 FB10 3'-1 116" 7 1 F88 3'-1 1/8 " 8 1 F67 3'-0 7/15" 9 1 FB6 2'-11 13 16' 10 1 FB4 2'-10 1 2" 11 1 FB2 2'-9 34 12 1 FB15 3'-4 11 16" Q1" 12 CAP PLATE BOLTS MEMBER TABLE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE NGTH MARK QTY TYPE DIA LENGTH MARK START END THICK LENGTH W z THK x LENGTH W x THK x LENGTH RF1-i 9.6 10.8 0.135 4-3 7 i6 S x 1 2 x 17-7 5 16 5 x 3/8 x 16-2 1 2 1/2" RF7-5 4 A325 5/8' 2 1/2" 10.8/14.0 0.135 11'-11' 5 x 1/4" x V-2 1 2" 1 2 14.0/14.0 0.188 1'-6 1/16" RF1-2 14.0/24.6 0.135 11'-11 5 x 1/4" x 17'-9 9/16" 5 x 1/4" x 17'-11 3/8" 24.6/30.0 0.135 5'-11 3/4" RF1-3 30.0/26.7 0.135 11-11" 5 x 1/4" x 20� 0" 5 x 1/4" 9'-B" 26.7/23.4 0.135 11'-11" 5 x 1/4" x 20 -0" "x 5 x 5/16x 20� 0" 23.4/20.2 0.135 11'-11" 5 x 5/16 x 10-4 1/16" 20.2/19.0 0.135 4'-3" RF7-4 19.0/25.6 0.188 11'-11" 5 x 1/4"x 9'-B" 5 x 1/4"x 9'-8 1/8" 25.6 30.0 0.188 8'-1" 5 x 5/16•x 10 -4" 5 x 5/16"x 9'-10 1/4" RF1-5 B8Y 3.6 EB-4 6.4/ 9.4 0.135 12'-1 1/8" 5 x 1/4� x 12-1 1/11" 5 x 5/16" x 12'-1 1/8" 6.4 9.4 0.135 12'-1 1 8" 5 x 1 4 x 12 -1 1 8" 5 x 5 16 x 12 -1 1/8 _ ,.ID/FBI.,. 37'_7• -49 �h` g 13/tb� 13/i6" 3 il- `4F 31_2" �1 yF` 1:; L1L-O" i /2" -5" 29' .2F" -�I I +lia. 29-5" 2 1X 1`t�" 12 RIGID FRAME ELEVATION: FRAME LINE 7 a21 9 BELL PURVIS ROAD ADEL, GA 31620 P E W 54419 0 00 � ap STAMP c At ST ®l,=EMNS 0=40— i EEMS Ibc. a �^° Nip r;6n _ 9 � CUSTOMER: ST. LUCIE COUNTY SHERIFF OFF. REVISIONS JOB NO: DAZE 13-06-134 6 5 13 [1] LOCATION: FORT PIERCE, FL ao •�� fr t i `O ='!! �`fin' (2] DRAWING NAME SCALE: IB9� 3l� `••ee. o•°' \OJ�p® RIGID FRAME CROSS SECTION NONE pppp�� eIA3a Q�\\aaae (31 DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2.6 1 MSS ' r EAVE (2) #12x1 1/4" SCREWS (GALVALUME) PURLIN BRACING DETAILS (SEE PAGE 2 FOR PURLIN BRACE LAYOUT) (4) #12x1 1/4" SCREWS (GALVALUME) REVISIONS r rr 8" SPLICE L® O a 1�1b ti� b (4) #12x1 1/4" SCREWS (GALVALUME) *>k NOTE: MINIMUM SPLICE LENGTH. SPLICE LENGTH = GAP + 8". H/S EAVE @ SINGLE SLOPE (2) #12x1 1/4" SCREWS (GALVALUME) ,m STD E&A-MING Ste -EMS 1m :USTOMER: ST. LUCIE COUNTY SHERIFF OFF. IOD N0: DATE: 13-06-134 6/ 5/13 aCAMON: FORT PIERCE, FL IRAWINO NAME SCALE: PURLIN BRACING DETAILS NONE IRAWINO NO: DRAWN W. CHECKED BY: PAGE 2.7 _ MSS 3REGORY S. BARFIELD, P& 2149 NELL PURVIS ROAD ADEL, GA 31620 P E # 54419 �• C9 ; No 5�J fl rl o= 'OA9',+' 1.S'e 8Bdd9p6D'b'^^aet j i V 1 SBS SUPPLIES CABLES CUT TO THE NEAREST FOOT LONGER THAN THE REQUIRED LENGTH. FOLLOW THESE INSTRUCTIONS FOR CABLE INSTALLATION. [1] INSTALL ONE END OF THE CABLE FOLLOWING THE INSTRUCTIONS OF THE GRIP MANUFACTURER. [2] INSTALL THE EYEBOLT AND HILLSIDE AT THE OPPC CABLE END. [3] HOOK GRIP THROUGH EYEBOLT. [4] PULL CABLE TIGHT AND MARK LENGTH TO MATCH INSTALLATION MARK ON THE GRIP. [5] CUT CABLE TO LENGTH. CABLE COLUMN OR RAFTER HILLSIDE — HILLSIDE OLUMN OR AFTER [6] INSTALL CUT END OF THE CABLE FOLLOWING THE INSTRUCTIONS OF THE GRIP MANUFACTURER. [7] TENSION CABLE AS REQUIRED. COLUMN 0 RAFTE I:II41yPl0 CABI 4BLE HILLSIDE :OLUMN OR ;AFTER aREGORY S. BARFIE'LD, P.:. 2149 BELL PURVIS ROAD ADEL, GA 31620 P E V= 544-19 ®�� STEEL yma St-JSMT .�1 .-. INC. CUSTOMER: ST. LUCIE COUNTY SHERIFF OFF. REVISIONS JOB NO: DAZE 13-06-134 6 5 13 LOCATION: FORT PIERCE, FL DRAWING NAME SCALE: CABLE BRACING DETAILS NONE DRAWMO NO: DRAWN BY, CHECKED Bt: PAGE 2.8 1 MSS No 54 �r O...rn .. '��OI�AL�O°°°°a 9paaeeaoaoD�e 7-(D -r ? OUT -TO -OUT OF STEEL I 3 3 2 _ - - _ - _ - _ - _ - _ _ - _ _ - - - _ _ - _ _ _ :1- - - _ _ ZFi _ _ - - - - - _ _ - _ _ _ - - - _ I RFi-1 RF2-1 RF3-1 RF2-1 RF3-1 RF2-1 RF1-1 SIDEWALL FRAMING: FRAME LINE A SIDEWALL FRAMING: FRAME LINE C 't - I 04hAJD. I O -O E-1 10ES14@t 22'-5 1/ E-2 10ES14@1 24'-11 1 E-3 10ES14@1 25'-11 1 E-4 10ES14@1 25'-11 1 3REGORY S. BARFIELD, F 2149 i�ELL PURVIS ROAL7 ADEL, GA 31620 P F m 54419 ==- a� 5T BULJMNS St-;;ETEanrk lack. USTOMFR: m ST. LUCIE COUNTY SHERIFF OFF. REVISIONS 1 13-06-134 1 6/ 5/13 SIDEWALL NO: PAGE 3 No E, C q 12'-0" 158'-0" OUT -TO -OUT OF STEEL 72'_p• q 12 2x4x14AN — — _ — 2x4x14gry 7 72 I ro ENDWALL FRAMING: FRAME LINE 1 q C 12'-0• 158'-0" OUi-TO-OUT OF STEEL 12•_0- 12 2x4x14AN — — — — 2x4x14gN i "� 12 is I iO ------------ -REGORY S. €3ARFIELD, P. --------- 2149 mELL P-URViS ROAD ENDWALL FRAMING: FRAME LINE 7 ADEL, CA 31620 PET 54419 STRUCIVj3A1ygSST,AMP mq�9�°%d S. g� °R°oso 0oo0�C?®��� E nJ S� ors ao, STD Eh.FlMNGi S-aST'-P1(Y INN. _ �` No 544, CUSTOMER: o g} a ST. LUCIE COUNTY SHERIFF OFF. REVISIONS cos No:13—O6-134 ��6 5 13 '; F [t] LOCATION: � Y P ° O FORT PIERCE, FL [2] DRAWING NAME: SCALE: ENDWALL FRAMING LAYOUT NONE ®0°9le�YasVeeaca� Aap [3] DRAWING N0: DRAWN BY. -CHECKED BC PAGE 4 MSS 7-0-0 DETAIL 8 1'-0"_I GIRT DEPTH (IF BYPASS) 0 ga- (2) M.5x1.5 I I I 1 10 ®1 I _-J RAKE ANGLE W/(2)#12x1 1/4" PURLIN SCREWS RAFTER *UNLESS NOTED ON PAGE 2. PURLIN TO ENDWALL RAFTER DETAIL 0 Lei aim 00LUMN [MAINFRAME * UNLESS NOTED ON PAGE 2. EAVE STRUT CONNECTION AT MAINFRAME DETAIL s LAP PURLIN (6)M.5x1.5 i ® I 01 ® I I I 1 ® 10 ®1 0 RAFTER [MAINFRAME] F-(2)M.5x1.5 FLANGE f II I BRACE *UNLESS NOTED ON PAGE 2. (IF REQ'D) PURLIN TO MAINFRAME RAFTER DETAIL 9 CABLE INSTALLATION DETAIL OLUMN OR AFTER .HILLSIDE DETAIL 8 WIND COLUMN (2)H.63x2.5 (iYP) I r- COLUMN I I [MAINFRAME] I I A/BOLTS I A WIND COLUMN DETAIL M 3REGORY S. BARFiELD, P.t 2149 NIELL PURVIS ROAD ADEL, GA 31620 PE-`54419 NOTE: THE PROPER TIGHTENING AND INSPECTION OF ALL FASTENERS IS THE RESPONSIBILTY OF THE ERECTOR. ALL HEAVY STRUCTURAL (A325,A490) BOLTS AND NUTS MUST BE TIGHTENED BY THE °TURN —OF —NUT" METHOD SHOWN BELOW. A325 AND A490 BOLTS ARE DESIGNATED BY "SBS" WITH A "H". (ex: H.63x2.0 OR H.75x2.75) TURN —OF —NUT TIGHTENING: BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG —TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE AT— TAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION ALL BOLTS IN THE CON— NECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE BELOW. DURING THE OPERATION THERE SHALL BE NO RO— TATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO THE FREE EDGES. NUT ROTATION FROM SNUG —TIGHT CONDITION BOLT LENGTH REQUIRED ROTATION UP TO AND 1/3 TURN INCLUDING 4 DIAMETERS OVER 4 DIA— 1/2 TURN METERS BUT NOT EXCEEDING 8 DIAMETERS OVER 8 DIA— 2/3 TURN METERS BUT NOT EXCEEDING 12 DIAMETERS NOTES:[1] NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) BEING TURNED. [2] APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. 3REGORYS. BARFIELD, P.t 2149 HELL €'URViS ROAD ADEL, CA 31620 P E -§4 54419 148'-6"OUT-TO-OUT OF STEEL (GUTTER WITH 7 DOWNSPOUTS & 12'-0" RETURNS) '8 9 (GUTTER WITH 7 DOWNSPOUTS & 12'-0" RETURNS) NOTE TO THE ERECTOR PANEL MANUFACTURERS WILL NO LONGER BE PACKAGING PANELS WITH COVER SHEETS. PANELS WILL NOW BE PACKAGED WITH WASTE PAPER. ROOF SHEETING PLAN PANELS: 26 GA. R - GALVALUME FL#11868.1 aREGORY &. BARRELD' 2149 BELL PURVIS ROi-;Li ADEL, GA 31620 P E �-P- 54419 (SEE DETAILS F01 PANEL END N INSIDE CLOSUI NOTES: x A92F! Ty�c� �iFss [1] ALL END LAPS MUST BE A MINIMUM OF 6". [2] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. [4] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL -TO - PANEL ATTACHMENTS. ALL FASTENERS ARE SELF -DRILLING. Mli o nurn LAP SCREW CONTINUOUS TAPE SEAL #12 SCREW ` SIDE LAP DETAIL AT PANEL END 12" 12" LAP SCREW CONTINUOUS TAPE SEAL #12 SCREW DETAIL AT INTERIOR OF PANEL SIDE LAP aREGORY S. BARFIELD, P.t 2149 KELL PURVIS ROAD ADEL, GA 31620 P F ;,'� 94419 ---------------------------------------------------------- I I I I OPEN TO REMAIN I I I � L---------------------------------------------------------� SIDEWALL SHEETING & TRIM: FRAME LINE A ------------------------------------------ -------------- I I I I OPEN TO REMAIN I I I I L-------------------------------------------------------� SIDEWALL SHEETING & TRIM: FRAME LINE C -REGORY S. E,ARFIEL. 2149 NELL PURVIS ROAD ADEL, GA 31620 P E # 54419 'z�1,. 12 I I I I I I OPEN TO REMAIN I I I I I I L----------------------------------------------------------J ENDWALL SHEETING & TRIM: FRAME LINE 1 I I Q7" Q 1 2 I I I OPEN TO REMAIN I I � I I I L----------------------------------------------------------� ENDWALL SHEETING & TRIM: FRAME LINE 7 *FOR 10" PURLINS. -REGORY S. BARFIELD, P 2149 NELL PURVIS ROAI ADEL, GA 31620 P E V� 54419 TRIM NOTES: [11 SEAL TRIM SPLICES WITH TUBE CAULK. ROLL CAULK RAKE TRIM [21 SECURE GUTTER SPLICES AND END ROOF PANEL ,(12" O C.) PLUGS WITH RIVETS. (31 SECURE ALL OTHER ROOF TRIM SPLICES WITH TRIM SCREWS UNLESS RAKE TRIM NOTED OTHERWISE. [41 TRIM SCREWS ARE LOCATED 12" ON CENTER UNLESS NOTED OTHERWISE. fj12 SCREW (12' O.C.) PEAK ROX RAKE TRIM DETAIL PEAK BOX DETAIL ROOF PANEL ' I/S CLOSURE SO SCREW (1240N CENT R)-1 _ RAKE TRIM UTTER ^ GUTTER CEE TRIM --I V/ �- i 1?ON CENTER) CORNER GUTTER ND ER SCREW (24 BOX NOTE: INSTALL GUTTER STRAPS 3'0" ON CENTER. GUTTER DETAIL GUTTER END DETAIL 3RE GORY S. BARFIELD, P.t 2149 BELL PURVIS ROAD ADEL, GA 3162C P E 4 54419 DO NOT 'INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR TO THE GROUND. GUTTER INSTALLATION INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR TO THE ROOF. D ETAI L aREGORY 5. BARFIELD, P.� 2149 NELL PURVIS, ROAD ADEL, GA 31620 P E # 54419 ; 6 s? sy CUSTOMER: -. s ST. LUCIE COUNTY SHERIFF OFF. REVISIONS JOB NO: wTE ! F a 13-06-134 6 5 13 [I] LOCATION: 0,9 '°o i� ei 1 Jo FORT PIERCE, FL . ee g®c3�jau.....' (2) DRAWING NAME: GUTTER INSTALL DETAILS BcvENONE �Paa.:sea°g° [3) DRAWING N0: DRAWN BV: \ACC `) GUTTER 'Y' THE BOTTOM OF THE GUTTER AND FOLD THE TABS INTO THE DOWNSPOUT. DOWNSPOUT INSTALL DOWNSPOUT STRAPS 5'-0" ON CENTER. DOWNSPOUT INSTALLATION DETAIL IP OF THE DOWNSPOUT )OF PITCH. ,3REGORY S. BARFIELD, P.L 2149 NELL PURVIS ROAD ADEL, GA 3162C PE#54419 STD 1. � iNS S'-ASTF-nRS IN= a CUSTOMER: ST. LUCIE COUNTY SHERIFF OFF. JOB No: DATE REVISIONS 13-06-134 6Z 5 13 [7] LDGTIDN: FORT PIERCE, FL [z] DRAWING NAME: Ste: DOWNSPOUT INSTALL DETAILS NONE 131 DRAWING NO: DRAWN BY: I CHECKED RY: PAGE 9.2 1 MSS STgQ7Ufd�}poSTAMP �. A1,7;en_ No 54e!19