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Home My WebLink About06-6040 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6040 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 6040 RE-ROOF ROOF REPLACEMENT SINGLE FAMILY RESIDENTIAL Address: 5648 12TH T ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 11-26-21-0010-08400-0150 2,000.00 8/18/2006 60.00 60.00 8/18/2006 RE-ROOF - METAL Name: SLOAN,MARLA Address: 5648 12TH ST ZEPHYRHILLS, FL. 33542 Phone: 813 788-6146 ~"! h'AS ~f llq, REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. 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, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same nWarning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement. n NO OCCUPANCY BEFORE C.O. m&d4 ~~a-J t~~ CONTRACTOR SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ;': .. ,. C-BUCK Engineering Specialty Structural Engineering C-Buck, Inc., FL Cert. of Authorization # 8064 Evaluation Report of Corrugated Industries of Florida, Inc. "R-Panel" & "PBR Panel" Metal Roof Assembly for Florida Product Approval # FL 5818.1 Florida Building Code 2004 Method: 1- D Category: Roofing Sub -Category: Non-Structural Metal Roofing ~\-'l ~ ;a.Jt..\-\- C~~G, -a,\31\-v~G,~~\-f: !",,~G ~ p ~y\-~ yV)t"....... M-\- :.....n\cM-, cov13.s. 13.\-13.~c,bJ.. ~ I t~ ~. l~ ,.-fh ~'-, D Product: . Material: Panel Thickness: Panel Width: Support Type: R-Panel & PBR Panel Steel 26 Gauge Minimum 36" Maximum (Net Coverage) Wood Deck Prepared for: Corrug~ted Industries of Florida, Inc. 1920 U. S. Highway 301 North Tampa, Florida 33619 Prepared by: James L. Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Engineer. Assistant: Gil Samson Report No. 05-284-R-36-S6W Date: 11 / 14 / OS Contents: Evaluation Report Pages 1 - 3 Installation Method Pages 4 - 5 ~L. Buckncr,P.E. FlOrid~EE.'.31242 "1'5 O~ 1334 S. iGman Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck@cbuckinc.net .~ ... C-BUCK Engineering FL #: FL 5818.1 I>ate: 11/14/05 Report No.: 05-284-R-36-S6W Page 20f5 Specialty Structural Engineering C-Buck. Inc., FL Cert. of Authorization # 8064 Manufacturer: Corrugated Industries of Florida, Inc. Product Name: R-Panel and PBR Panel Steel, minimum 26 gauge, minimum yield strength 50 ksi Panel Type: Panel Material Standards: Panel Width(s) Material shall comply with Table 1507.4.3 36" Maximum (Net Coverage Width) Support Type: Wood Deck (Design of support system is not included in this evaluation) Plywood -15/32" or greater, or wood plank per Section 2308.10.8 Support Description: Slope Range: 3 : 12 or greater Design Uplift Pressure: 52.5 psf ( Safety Factor of 2: 1 ) Attachment To Support: Panels shall be attached to the deck with minimum. #10 X minimum penetration through deck 3/16", hex-head, self-tapping, corrosion resistant, wood screws, per ANSIIASME B18.6.4 with a 5/8" OD formed steel washer and a neoprene sealing washer. Underlayment: Minimum underla}rment shall be per Section 1507.4.5 Insulation: (Optional) - Any. compressible blanket insulation maximum 6" thick 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. Installation: Install the "R-Panel and PBR Panel" to the deck with a fasteners spaced 3" from an ends and maximum 16" o.c. thereafter, along the length of the panel. Within rows, fasteners shall be spaced maximum 12" o.c. across the width of the panel, beginning 2-1/2" from the center line of each major corrugation. Panel laps shall be stitched 3" from all ends and marlmum 20" o.c. thereafter, along the length of the lap, at the top of the major corrugation, with mi.nimum #12-14 x minimum penetration %", hex-bead, self-<lriUing, corrosion resistant, sheet metal screws, per SAE J78-1979 with a 5/8" OD formed steel washer and a neoprene sealing washer. Install system in compliance with the attached installation method. ~) C-BUCK Engineering FL #: FL 5818.1 Date: 11/14/05 Report No.: 05-284-R-36-S6W Page 3of5 \;" Specialty Structural Engineering C-Buck, Inc., FL Cert. of Authorization # 8064 Performance Standards: Roof assembly tested in accordance with UL580-94, Rev. 1998 Uplift Resistance Standards. Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2004, Section 1507.4. 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. The maximum fastener spacing listed herein shall not be exceeded. All rational analysis computations shall be prepared by a qualified design professional, as required by Florida Building Code, Section 105. This product is not approved for use in the High Velocity Hurricane Zone. Referenced Data: 1. Certification of Independence 2. Quality Assurance Underwriters Laboratories, Inc. - Q.A. System ID: 1743 3. UL580 Test Underwriters Laboratories, Inc. Construction #161, Date: 7/17/05 ~,~ C-BUCK Engineering FL #: FL 5818.1 Date: 11114/05 Report No.: 05-284-R-36-S6W Page 40f5 '". . Specialty Structural Engineering Installation Method Corrugated Industries of Florida, Inc. "R-Panel" and "PBR Panel" Attache4 to Wood Deck C-Buck, Inc., FL Ger!. of Authorization # 8064 3Er...... ..... .,.<..... ... .MM:,' ~... ..... .q..,., . ' .' ". _ . .' '" . I ~. . . ~ ;, '. ", ....- - --,-,. -". , 12" .. .1...,.... , .~:' Panel Protlle ~,~j&~~~n~~~~~ .. - . . .. . .12:.<t.e. '.'_ .'r___ ".'- ." :.~h:~' ,._,.:'. ~'.:;:;:;,':',:i;, ,;,~ '. ~.;.. .:):.t . .,'~U: . ~ - ,. ".' Fastener Spacing Across Width C-BUCK Engineering FL #: FL 5818.1 I>abe: 11/14/05 Report No.: 05-284-R-36-S6W Page 50f5 ; Specialty Structural Engineering Installation Method (Continued) Corrugated Industries of Florida, Inc. "R-Panel" and "PBR Panel" Attached to Wood'Deck C-Buck, Inc.. FL Cert. of Authorization # 8064 ""....~.... " "4< . :~&!...;...."..". ~..~....., a~W':a 'f6" o.c.~- Assembly Isometric View CORRUGATED INDUSTRIES OF FLORIDA, INC. "R" PANEL 36" t 11;4- 1.# =# 3 0/64"-f---+ SECTION PROPERTIES TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION PANEL F WEIGHT Ix Sx Ma Ix Sx Ma GAUGE (KSI) (PSF) (in.4fIl.) (in. 3/11.) (in. Kip) (in.4fIl.) (in. 3/11.) (in. Kip) 29 80.0 0.75 0.0286 0.0255 0.9161 0.0276 0.0333 1 .1973 26 80.0 0.94 0.0423 0.0388 1.3928 0.0390 0.0437 1.5698 24 50.0 1.14 0.0542 0.0518 1.5500 0.0517 0.0544 1.6296 22 50.0 1.44 0.0696 0.0704 2.1084 0.0454 0.0610 1 .8253 NOTES 1. All calculations for the properties of panels are calculated in accordance with the 1986 edition of Specifications for the Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A.I.S.I.). 2. Ix is for deflection determination. 3. Sx is for bending. 4. Ma is allowable bending moment. 5. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT 29 Gauge (Fy = 80 KSI) 26 Gauge (Fy = 80 KSI) SPAN LOAD SPAN IN FEET SPAN IN FEET TYPE TYPE 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 118.3 66.5 42.6 29.6 21.7 16.6 155.0 87.2 55.8 38.8 28.5 21.8 LIVE LOAD/DEFLECTION 67.9 29.3 15.0 8.7 5.5 3.7 102.7 43.3 22.2 12.8 8.1 5.4 2-SPAN NEGATIVE WIND LOAD 90.5 50.9 32.6 22.6 16.6 12.7 137.6 77.4 49.5 34.4 25.3 19.3 LIVE LOAD/DEFLECTION 88.7 49.9 31.9 20.2 12.7 8.5 116.3 65.4 41.9 28.5 18.0 12.0 3-SPAN NEGATIVE WIND LOAD 113.1 63.6 40.7 28.3 20.8 15.9 172.0 96.7 61.9 43.0 31.6 24.2 LIVE LOAD/DEFLECTION 106.0 53.3 27.3 15.8 10.0 6.7 145.4 75.4 38.6 22.3 14.1 9.4 4-SPAN NEGATIVE WIND LOAD 105.6 59.4 38.0 26.4 19.4 14.9 160.6 90.3 57.8 40.1 29.5 22.6 OR MORE LIVE LOAD/DEFLECTION 103.5 56.6 29.0 16.8 10.6 7.1 135.7 76.3 41.0 23.7 14.9 10.0 24 Gauge (Fy = 50 KSI) 22 Gauge (Fy = 50 KSI) SPAN LOAD SPAN IN FEET SPAN IN FEET TYPE TYPE 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 160.9 90.5 57.9 40.2 29.6 22.6 180.3 101.4 64.9 45.1 33.1 25.4 LIVE LOAD/DEFLECTION 114.8 55.5 28.4 16.4 10.4 6.9 156.2 71.3 36.5 21.1 13.3 8.9 2-SPAN NEGATIVE WIND LOAD 153.1 86.1 55.1 38.3 28.1 21.5 208.2 117.1 75.0 52.1 38.2 29.3 LIVE LOAD/DEFLECTION 120.7 67.9 43.5 30.2 22.2 15.9 135.2 76.1 48.7 33.2 20.9 14.0 3-SPAN NEGATIVE WIND LOAD 191.4 107.6 68.9 47.8 35.1 26.9 260.3 146.4 93.7 65.1 1;7.8 36.6 LIVE LOAD/DEFLECTION 150.9 84.9 51.2 29.6 18.6 12.5 169.0 87.8 44.9 26.0 16.4 11.0 4-SPAN NEGATIVE WIND LOAD 178.7 100.5 64.3 44.7 32.8 25.1 243.0 136.7 87.5 60.8 44.6 .34.2 OR MORE LIVE LOAD/DEFLECTION 140.9 79.2 50.7 31.4 1~.8 13.3 157.8 88.8 47.7 27.6 17.4 11.6 NOTES 1. Allowable loads are based on uniform span lengths and Fy of 80 KSI fo"r 29 and 26 gauge and Fy of 50 KSI for 24 and 22 gauge. 2. Live load is allowable live "load. 3. Wind load is allowable wind load and has been increased by 33.333%. 4. Deflection loads are limited by a maximum deflection ratio of U240 of span or maximum bending stress from live load. 5. Weight of the panel has not been deducted from allowable loads. ~, 6. Load table values do not address web crippling requirements or connection of pimelio substrate. ~~. .1. ."" 7. Minimum bearing length of 1.5" required. NJ . ASSOClATFO 6UILDERS AND CONTRACTORS. INC.