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Home My WebLink About4 Carriage Cove Way7BY: CIV CITY OF SANFORD AY OB bI 1 DIN & FIRE PREVENTION MIT APPLICATION, Z.. Application No: - 1 7 LILp Documented Construction Value: $ 3 OO " cc:) Job AAdress: ('ova SVA! 4 Historic District: Yes No Parcel ID• Zoning: Description of Work: Plan Review Contact Person: Title: ` Phone: L/07 -4151-31'141 Fax: E-mail: Pro ert Owner Information 0pY Name t4w;ld - CYvZ 4'1 Vera. Phone: "109 V S 5-319V' Street: LVA- b 2 • Resident of property? City, State Zip: Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: a Address: 7c = 2,50, o 4 r. PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: ; Electrical Plumbing New 'Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm 11 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured `for, electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMEI IT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FI FIs' IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LOR : A$VORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. au'JUA &, Signature of Owner/Agent pp Date, Acs r `a C UZ. ice. .9-Q ci, Print Owner/Agent's Name !,/ 12-1 G Signature of Notary -State o Flonda Date SC iii ON Expol,. ,/ G Qevoa 116 2plyFd,%c Owner/Agent is Personal Produced ID Type of APPROVALS: ZONING: COMMENTS: UTILITIES: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: Property Address: lyrQ-y educt b7 3 2 7 I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. 2o`Zaii Signature of Owner -Builder S oNor4Fs ••. e Date p= 0 Ldp® Form of Identification m6stv Motoom, e: k i •._ 000 T_o Q.> A violation of this exemption is a misderYf 9 first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine inii addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. ' I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at' 1-850-487-1395 or at www.myGorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. n/ I agree to notify the building department immediately of any additions, deletions, or changes to any of the 1 information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: lyrQ-y educt b7 3 2 7 I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. 2o`Zaii Signature of Owner -Builder S oNor4Fs ••. e Date p= 0 Ldp® Form of Identification m6stv Motoom, e: k i •._ 000 T_o Q.> A violation of this exemption is a misderYf 9 first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine inii addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 OWNER BUILDER STATEMENT/AFFID"IT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. - OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Rev. 9.14.2009 understand that building permits are not required to be signed by a property owner unless he or she is L I responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I n, may protect myself from potential financial risk by hiring a licensed contractor and having the permit fled n Cr in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or forresidencemustbeformyownuseoroccupancy. It may not be built or substantially improved sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased withinVin1yearaftertheconstructioniscomplete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise Ipersonsworkingonmybuildingorresidence. It is my responsibility to ensure that the persons whom employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for anyGinjuriessustainedbyanunlicensedpersonorhisorheremployees=while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed Gr" must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 PERMIT # c7 y& STORAGE ROOM ADDITION c AWILDA CRUZ & WENDEL TEIXEIRA 4 CARRIDGE COVE AY SANFORD, FLORIDA 407) 459-3194 DESIGN LOADS IN ACCORDANCE WITH FABC ARE: ROOF LOADS 20 PSF WIND LOADS 110 MPH (PER ASCE 7) INTERIOR PARTITIONS 5 PSF PERPENDICULAR TO THE FACE OF THE WALL LUMBER GRADES SHALL BE A MINIMUM OF HEADERS, COLUMNS, BEAMS 81 OVERBUILD FRAMING #2SYP FB=1500 PSI WALLS, BLOCKING AND MISCELLANEOUS #2 SPF SILL PLATES #2 SYP PT PT LUMBER SHALL ALSO BE UTILIZED WHEREVER INDICATED ON DWGS SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDI OMLI%' ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BC - CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT i .!E BUILDING DEPT FROM THEREAFTER P 01-',:ING A CORREC- TION OF ERRORS ON THE F INSTRUCTION OR OTHER VIOLATIONS OF THL C --DES. APPLICABLE CODES 2007 FLORIDA EXISTING BUILDING CODE WITH 2009 SUPPLEMENT(S) LEVEL 2 ALTERATION 2007 FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE 2006 NFPA I AND NFPA 101 FLORIDA EDITION FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE SANFORD CITY ORDINANCES WIND DESIGN BASIC WIND SPEED ---------110 MPH IMPORTANCE FACTOR----- I EXPOSURE ---------------- B INT PRESSURE COEFFIC-- .18 DRAWINGS I COVER /DATA 2 SITE 3 FLOOR PLAN 4 ELEVATIONS 5 FOUNDATION 6 ROOF FRAMING 7 SECTION 8 DETAILS SCOPE OF THE WORK U W SR 427 SUNOCO GAS STATION LOCATION MODIFY AN EXISTING STORAGE SHED TO INCREASE SIZE AND TO PROVIDE COVERED ACCESS. THIS IS NOT A HABITABLE SPACE. THESE DRAWINGS DELINEATE THE ASBUILT CONDITION WITH REMEDIAL REQUIREMENTS TO BRING THE EXISTING STORAGE ROOM INTO CODE COMPLIANCE I ANDREW ARCHIL AR OQO SITE AN REVIEW 31ERVICES 0" 1 1 UNIT DIMENSIONS 1/8" + I'-0" I 2 7/8" TEK SCREWS @ 12" OC ON ALL PANEL SIDE LAPS EURETHANE CAULK 7" BETWEEN SHEETS AT ALL LAPS AT ROOF = PEEL N SEAL OR 2 LAYERS 15# FELT AT WALLS = 15# FELT OR TYVEK HOUSE WRAP FASTNERS 32" OC LENGTH OF PANEL AT ROOF INTO 2x4 FLAT PURLINS AT ROOF) INTO TOP PLATE BOTTOM PLATE AND INTO BLOCKING AT 4' AFF AT WALLS) 9 HEX HEAD SCREW x 1 1/2 WITH SEALING WASHER (WSW) METAL PANEL ATTACHMENT DETAIL NAILING: WALLS - 6D COMMON @ 6" OC ALL OSB EDGES AND 12: OC AT ALL INTERMEDIATE SUPPORTS IE SOLID BLOCKING AT MID WALL HEIGHT AND BLOCKING AT ALL PANEL JOINTS) ROOF - 6D COMMON @ 6" OC ALL OSB EDGES AND 12: OC AT ALL INTERMEDIATE SUPPORTS IE FLAT 2x4 PURLINS) METAL DECK - #9 x 1 1/2" HEX HEAD SCREWS WITH SEALING WASHER - INSTALL FASTNERS 32" OC ALONG THE LENGTH OF PANELS AT ROOF INTO 2x4 FLAT PURLINS AT ROOF) AND INTO THE TOP PLATE, BOTTOM PLATE AND INTO BLOCKING AT 4' AFF AT WALLS) 2 EXISTING 1/2" OSB i 5 AND METAL PANELS 8 REFRAME THE ADD MOISTURE PROOFING , --- 'OBOTTOM OF THIS ALL AROUND RE -NAIL 2 i M OSB AT SPECIFIED SPACING i z AFTER ADDING ALL STUDS AND JOISTS FOOTINGS 4'--I 2'-7 1/2" f -- iEXISTINGFOOTBOLTSEADOOR AND 2x4 BAR CLOSER AT MID DOR ZD FIELD CONSTRUCTED DOORS -ADD 2x4 BAR CLOSER TO UPPER ND WITH 2x4 FRAME AND OSB i LOWER HALVES OF DOOR FOR FINISH RE -NAIL OSB i STORM WIND RESISTANCE AS SPECIFIED NEW 2x4 STUDS @ 16" OC i EXISTING 2x4 ST DSADDA2x4TOTHISDOOR- DOUBLE OOR DOUBLE THE TOP I ----------------------------------------------------------- PLATE TO THE FIRST EXISTING I7'-4" STUD PLAN 1/4" + 1'-0" 3 2x4 DOOR FRAME 1/2" OSB DOOR PANEL 2-"T* HINGES EACH DOOR EXISTING OPENING DESIGN PRESSURES METAL SIDING 12.5 15.9 LSTA9 2x4 STUDS 9::2x4 REMOVEABLE BAR STD MTL BAR BRACKET 3/8 x 2 1/2 LAG(S) DOOR FROM INSIDE DOOR BAR(S) NEW REMOVEABLE SLIDING DOOR BARS EXISTING DOOR BAR ADD A FLAT ALUMINUM COVER PLATE Ix4 HARDIE BOARD FRONT ELEVATION 1/4" = 1'-0" METAL SIDING PRIME AND PAINT NOTE: APPLY EURETHANE CAULK TO SEAL ALL JOINTS AND GAPS SIDE ELEVATION 1/4" = I'-0" 4 ANDREW KUTZ ARCHITECT AR00006491/ COM I i METAL SIDING 12.5 15.9 LSTA9 2x4 STUDS 9::2x4 REMOVEABLE BAR STD MTL BAR BRACKET 3/8 x 2 1/2 LAG(S) DOOR FROM INSIDE DOOR BAR(S) NEW REMOVEABLE SLIDING DOOR BARS EXISTING DOOR BAR ADD A FLAT ALUMINUM COVER PLATE Ix4 HARDIE BOARD FRONT ELEVATION 1/4" = 1'-0" METAL SIDING PRIME AND PAINT NOTE: APPLY EURETHANE CAULK TO SEAL ALL JOINTS AND GAPS SIDE ELEVATION 1/4" = I'-0" 4 ANDREW KUTZ ARCHITECT AR00006491/ COM I IFOUNDATION NOTES ALL CONCRETE SHALL BE MININUM 2500 PSI AT 28 IDAYS ALL REINFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 DEFORMED STEEL ALL REINFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH CONCRETE COVERAGE ALL REINFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS OR 25 INCHES WHICHEVER IS GREATER ALL LUMBER IN CONTACT WITH MASONRY SHALL IBE PRESSURE TREATED 4 SEE DETAIL $ DRILL EXIST SLAB NEW GALV FLASHING AND INSERT I/2x12 THREADED ROD f—FINISH GRADE GRADE VARIES Z Z x l° • co 2x2 PLATE WASHER I WITH NUT EACH SIDE 12" MIN --I NEW FOOTING THE NEW FOOTING WHICH WILL SHOW ABOVE GRADE FOUNDATION 1/4" + 1'-0" 5 ANDREW KUT ARCHITEC AR000 6 I 4 ,7) 3 2- 5 U CSC COM EI II I LU26 2 LU24 2- 3/8 X 3 LAG o o H RAFTERS TO LEDGER LEDGER 4-I01) o , RAFTER (2x4) 2-I01) RAFTER (2x6) 4-I01) INDICATES CONCEALED I - 3/8 x 3 FLANGES 3 LU 26Z END RAFTERS TO LEDGER CONCEALED FLANGES) LEDGER 4-I01) RAFTER (2X4) 2-I01) RAFTER (2x6) 4-101) 3 H3 TOP PLATE AND PURLINS TO RAFTER PLATE 4-8D RAFTER 4-81) 4 H4 BOTTOM PLATE TO STUDS PLATE 4-8D STUD 4-8D 5 A34 HEADER TO RAFTERS 8- 8D x 1 1/2 6 LST9 DOOR JAMB STUDS TO HEADER 8 -IOD NEW 2x4 REOD FOR DOOR Ti 2X6 ADD NEW I 2x4 FLAT EXISTING I 2x4 FLA NEV 32" 32" 16" LEDGER BOARD 2X6 7 TP15 STAIR STRINGERS TO STUDS 13 - HOLES MIN 8- 8D x 1 1/2 CONNECTORS (SIMPSON) ROOF FRAMING PLAN 1/4" + 1'-0" FOR NAILING SEE DRAWING 3 ANDREW KL ARCHITE9 AR 064 40 ) 22-3 UT 0 L. J NE , 2 STAIRS I I I I L----------I N I EXISTING SLAB NOTE - DO NOT REMOVE ANY STRUCTURE UNTIL SECURE TEMPORARY BRACING HAS BEEN INSTALLED TO SUPPORT ALL STRUCTURE NOTE - INSTALL SOLID BLOCKING AT ALL OSB JOINTS AND SECURE AT THE SPECIFIED SPACING NOTE - DIG FORM AND POUR THE NEW FOOTING IN SECTIONS SO THERE IS A LIMITED AREA OF SLAB THAT IS iUNDERCUT AT ANY TIME. CROSS SCECTION 3/4" = 1'-0" 0 Ml H4 METAL SIDING PANELS RESECURE .AS SPECIFIED SOLID BLOCKING AT 4'AFF 15# FELT OR TYVEK HOUSE WRAP 1/2" OSB EXISTING SECURE AS SPECIFIED EXISTING 2x4 PT PLATE NEW ANCHOR BOLTS AS DETAILED NEW FOOTING WITH 2#5 7 ANDREW Ki EXISTING PURLINS 2x4 FLAT METAL PANELS - SECURE AS DETAILED NEW PURLINS 2x4 FLAT @ 16" OC NEW (PEEL N SEAL MEMBRANE OR 2 LAYERS OF 15 # FELT 1/2" OSB BOARD - SECURE AS SPECIFIED 12 NEW FOAM NEW CLOSER STRIP FLASHING NEW HARDIE NEW JOIST BOARD DRIP EDGE HANGAR ALL AROUND EXISTING 2x4 RAFTER TO NEW 2x6 PT BE REPLACED WITH 2x6 WITH 3/8" LAGS H3 NEW 2x6 RAFTERS @ 16" OC 3 2x4 STUDS @ 16" OC 8 NEW AND EXISTING STAIRS I I I I L----------I N I EXISTING SLAB NOTE - DO NOT REMOVE ANY STRUCTURE UNTIL SECURE TEMPORARY BRACING HAS BEEN INSTALLED TO SUPPORT ALL STRUCTURE NOTE - INSTALL SOLID BLOCKING AT ALL OSB JOINTS AND SECURE AT THE SPECIFIED SPACING NOTE - DIG FORM AND POUR THE NEW FOOTING IN SECTIONS SO THERE IS A LIMITED AREA OF SLAB THAT IS iUNDERCUT AT ANY TIME. CROSS SCECTION 3/4" = 1'-0" 0 Ml H4 METAL SIDING PANELS RESECURE .AS SPECIFIED SOLID BLOCKING AT 4'AFF 15# FELT OR TYVEK HOUSE WRAP 1/2" OSB EXISTING SECURE AS SPECIFIED EXISTING 2x4 PT PLATE NEW ANCHOR BOLTS AS DETAILED NEW FOOTING WITH 2#5 7 ANDREW Ki PEEL N SEAL MEMBRANE PEEL N SEAL 4" MIN COVERED WITH 2" MIN 1/2 OSB PEEL N SEAL CORREGATED FOAM CLOSER STD 1.25 x 1.25 SHEATHING EXISTING MEMBRANE METAL ROOFINGROOFCOATING STD S GALV DRIP 1/2' 0 GALV METAL DECK 2X4 FLAT SHEATHI DRIP PEEL N SEAL MEMBRANE 0 16' OC EXISTING 1/2" OSB SHEATHING EXISTING PURLINS 2x6 RAFTER ZX4 FL,gr PIx4 HARDIE BD AT 16" OC RUNS 016.OC 4-1/4x3 WOOD SCREW QMETALSIDING EVERY STUD Ix4 HARDIE NEW 2x6 PT LEDGER 21(6 EVERY 0 16" 30# FELT BOARD SECURE WITH 2 3/8"x3 LAGS OC IN MANUFACTURED + OR TYVEK 2-2x4 PT HOME STUDS OR OTHER HOUSE WRAP 2x4 STUDS 16" OC CUT TO FIT EXISTING STRUCTURE2x4 ® 16" OC 0 16' OC AT 32" OC +/- I/2" OSB SHEATHING WITH I BETWEEN THESE I 2 3 I/2' 4-1/4X3 SCREWS TYPICAL EA JOIST TIE PLATE EA STRINGER iv 2x6 FLOOR LINE 2-2X12 PT STRINGER NEW FLASHING DRILL EXIST SLAB GALV SET IN URETHANE 2x12 TREADS AND INSERT 1/2x12AND TAPCON TO CONCFTHREADEDROD12" OC, AND SCREW TO PLATE 12' OC 2x6 0 14"OC MAX FINISH GRADE IS I 24<2R+IT<25 GRADE VARIES 7+7+10.5=24.5 N h ^ N Z NEW FOOTING F z m 2X4 L2x2 PLATE WASHER WITH NUT EACH SIDE 12" MIN 2X4(EA Lo JOIST: PAF @ 12" OC 10 1/2 10 1/2 10 1/2 DETAILS 2-#5 8 4 ANDREW KU ARCHIT T 5 (4 0 1 3 38 AKU CF .R .COM El 011 11 PERMIT # //-/ 01; CF CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Evaluation Report Of Berridge Manufacturing Company M -Panel" Metal Roof Assembly for Florida Product Approval FL 11422.9 Florida Building Code 2007 Per Rule 9B-72 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "M -Panel" Roof Panel Material: Steel Panel Thickness: 24 or 26 Gauge Min. Panel Width: 36" Support Type: Steel Purlins Prepared for: Berridge Manufacturing Company 1720 Maury Road Houston, TX 77026 Prepared by: James L. Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 08-136-MPanel-36-S6P-ER Date: 9/l/08 Contents: Evaluation Report Pages 1 — 6 CBUCK, Inc. 1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)49.1-9927 Fax: (561)491-9928 Email: ebuck(alcbucldnc.net James L. Buckner, P.E. Florida P.E. # 31242 g1nIoa f FL #: FL 11422.9 Date: 9/l/08 Report No.: 08-136-Wanel-36-SO-ER C'B iT T J CK Engineering Page 2 of 6 CBUCK, Inc. Florida Certificate of Authorization 0 8064 Specialty Structural Engineering Manufacturer: Product Name: Product Category: Product Sub -Category Berridge Manufacturing Company M -Panel" Roof Panel Roofing Metal Roofing Compliance Method: State Product Approval Rule 9B-72.070 (1) (d) Panel Description: "M -Panel", Steel, Lapped, Roof Panel attached to Steel Purlins. Panel Material / Standards: Material: Steel Yield Strength: 40 ksi minimum Corrosion Resistance: Material shall comply with the Florida Building Code (FBC), 2007 Section 1507.4.3. Panel Dimension(s) Thickness: 24 or 26 gauge minimum Width: 36" Maximum (Net Coverage Width) Rib Height: 3/4" Support Type: Steel Purlins Design of support system is not included in this evaluation) Support Description: • Thickness: 16 gauge minimum Yield strength: 55 ksi minimum Slope Range: Minimum slope shall comply with FBC 2007, including Sections 1507.4.2, 1504.7 and in accordance with the Manufacturers recommendations. Insulation: (Optional) Any compressible blanket insulation, thickness = 4" maximum before compression. Fire Classification: Fire Classification is outside the scope of Rule 9B-72, and is therefore not included in this evaluation. Additional approved substrates may be added for Fire Classification purposes. FL #: FL 11422.9 Date: 9/1/08 Report No.: 08-136-Wanel-36-SERER C -BUCK Engineering Page 3 of 6 CBUCK, Inc. Florida Certificate of Authorization # 8061 Specialty Structural Engineering Attachment Component Panel to Support Fasteners Description: Size: #12 -14 x 3/4" minimum penetration through support Type: Hex -washer Head Self -drilling screws with a neoprene sealing washer Corrosion Resistance: Per FBC Section 1507.6.6 and 1507.4.4 Standard: Per SAE J78-1979 Panel to Panel, Stitch Fasteners Size: #12 -14 x 1" Type: Hex -washer Head Self -drilling screws with a neoprene sealing washer Corrosion Resistance: Per FBC Section 1507.6.6 and 1507.4.4 Standard: Per SAE J78-1979 Installation: Berridge "M -Panel" Roof Panel Attachment: Panel to Supports: Purlin/Support Spacing: 60" o.c. maximum Fastener spacing: 6" o.c. along the purlin, adjacent to every corrugation) Minimum fastener penetration or embedment into supports, 3/4". Panel to Panel, Stitching: Sidelap spacing: 12" o.c. along the length of the side laps) Install the system in compliance with the attached installation method. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Design Uplift Pressure: -52.5 psf ( Safety Factor of 2 : 1 ) @ maximum purlin spacing = 5'- 0" (Based on 2 or more spans) FL #: FL 11422.9 Date: 9/l/08 Report No.: 08-136-MPanel-36-S6NER CBUCK Engineering Page 4 of 6 CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 9B-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Underwriter's Laboratories, Inc. (FBC Organization QUA 1743) Performance Standards: The product described herein has demonstrated compliance with: UL580-94 — Test for Uplift Resistance of Roof Assemblies—with Revisions through February 1998 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2007, Section 1504.3.2 Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as related to Rule 9B-72. System Limitations: The required design wind loads shall be determined for each project per FBC, 2007, Section 1609. Any rational analysis computations shall consider web crippling and fastener pullout/pullover per AISI Cold -Formed Steel specification and prepared by a qualified design professional as required by FBC 2007, Sections 104, 105, 106. The maximum fastener/clip and support spacing listed herein shall not be exceeded. Diaphragm and axial load capacity is outside the scope of this evaluation. This report does not evaluate use of this product in the High Velocity Hurricane Zone. Referenced Data: 1. UL580-94 (with 1998 Revisions) Uplift Class 90 By Underwriter's Laboratories, Inc. (FBC Organization #CER ID: 1739) UL File #TGKX.39, Current as of 9/1/08 2. Quality Assurance Underwriters Laboratories, Inc. (FBC Organization #QUA ID: 1743) 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization# ANE ID: 1916) FL #: FL 11422.9 Date: 9/1/08 Report No.: 08-136-Wanel-36-SORER Page 5 of 6 CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Berridge Manufacturing Company M -Panel" (24 or 26 Ga. Min.) Roof Panel Attached to Steel Purlins Profile Drawings 36" Coverage 6" Typical Panel Profile View 36" Coverage 6" Berridge W -Panel" 7 12 -14 Hex -head Steel Purlins SD Screws w1 VSW Typical Assembly Profile View BUCK Engineerin;" Specialty Structural Engineering FL #: FL 11422.9 Date: 9/1/08 Report NO.: 08-136-Wanel-36-W-ER Page 6 of 6 CBUCK, Inc. Florida Certificate of Authavzation # 8064 Installation Method Berridge Manufacturing Company M -Panel" (24 or 26 Ga. Min.) Roof Panel Attached to Steel Purlins M -Panel 6" o.c. Typical Panel to Purlin Fasteners: 12 -14 Hex -Head SD Screws wMISW F-6"o.c. adjacent to every corrugation Fasteners - Steel Purlins #12-14 Hex -Head Self -Drilling Screws Sidelap Stitch Fasteners: 12 -14 x 1" Hex -head SD Screws w/WSW 12" o.c. Along the Length of the Lap Typical Assembly Isometric View Optional Insulation: Any compressible blanket insulation, thickness = 4" maximum before compression.