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Home My WebLink AboutPROJECT INFORMATIONTECTA AMERICA South Florida, Inc. RECEi' a SEP ? 0 7.017 To: Planning and Development Services Building and Code Regulation Division SCANNED BY St. Lucie County Project: Indiro Crossings Roof Replacement. 1. Building Permit Application Roof B, E, F. 2. Building Permit Application Roof H. 3. Building Permit Application Roof I. 4. Building Permit Application Roof J. �C CD e� 4) Tecta America South Florida Inc. 11431 SW 30th Avenue, Deerrield Beach, FL 33442 1 T: 954.419.9339 F: 954.419.9337 1 tectaamedca.com. 1 R 02017 FLORIDA TEC PROVIDING SOLU770i TO THE ROOFING INDIITRr DATE.' August 18, 2017 COMPANYNAME: Tecta America PR(7✓ECT ADDRESs: 4822 - 4898 N Kings Hwy, Fort Pierce ASCE 7-10 Lab ReportNo. 127553B C.A. # 30448 Lab Certificate # 17-0703.01 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 170.00 mph Structural Category = II Exposure Category C Natural Frequency = N/A Flexible Structure No Importance Factor = 1.00 Ed Directional Factor = 0.85 Alpha = 9.50 Zg - 900.00 ft At = 0.11 et 1.00 Am = 0.15 Hn = 0.65 Cc = 0.20 1 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg h: Mean Roof Ht 15.00 ft Type of Roof - FLAT RHt: Ridge Ht = 15.00 ft Eht: Save Height = 15.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 182.00 ft Bldg Width Across Ridge= 111.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = - 6.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft £t"2 GCp GCP pef Psf Field 2.00 5.00 10.0 1 0.30 -1.00 15.37 -37.60 Perimeter 2.00 5.00 10.0 2 0.30 -1.80 15.37 -63.42 Corner 2.00 5.00 10.0 3 0.30 -2-80 15.37 -95.45 FASTENER SPACING CALCULATION NOA: FL16730-R12 Fastener SDacineCalculatedlnAccordance With RAS-137 SvstemTvoe:LWC-41 `"""--Ma�.be`signPre'ssure " "'-"R %Fastener 1?V`'-- IkckType""�" 60 4.75 285 Metal DevatedPressure Zone Fasteners Spacing (inch) Sheet Width. (inch) Field:- 37.80 - 6 114 Perimeter. 63.42 6 71 - Comer:. _ . 95.45 6 71 Perimeter Width (inch) 72.0 10735 SW 2161' St. Unit 416 Page 1 1 Tel: 305-256-4550 Miami FL33170 www.FloridaT Fax: 305-256-6833 EC.net Lab Report No. 127553E qqp g FLORIDA EC RL(,,:I'.'ED SEP 20 201&oWDINGSOLUTIONSTOFNE ROOFING INDUSTRY DATE: August 18, 2017 COMPANYNAME: TectaAmerica PROJECT ADDRFm.- 4822 - 4898 N Kings Hwy, Fort Pierce ASCE 7-10 C.A.# 30448 Lab Certificate # 17-0703.01 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) 170.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure - No Importance Factor = 1.00 Ed Directional Factor = 0.85 Alpha = 9.50 Zg - 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Hal 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin 15.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg h: Mean Roof Ht = 15.00 ft Type of Roof = FLAT RHt: Ridge at = 15.00 ft Eht: Have Height = 15.00 ft OR: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 182.00 ft Bldg Width Across Ridge- 111.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 6.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft-2 GCp GCp psf paf Field 2.00 5.00 10.0 1 0.30 -1.00 15.37 -37.80 Perimeter 2.00 5.00 10.0 2 0.30 -1.80 15.37 -63.42 Corner 2.00 5.00 10.0 3 0.30 -2.80 15.37 -95.45 FASTENER SPACING CALCULATION NOA: F1,16730-1112 Fastener Spacing Calculated In Accordance WithRAS-137 SvstemTvne:LWC41 ftmDesign Pressure _ ft /Fastener FV �' Deck Type 60 4.75 285 Metal DevatedPressure Zone Fasteners Spacing; SheetWid[h: Field:-,. 37.80.- 6 114 Perimeter. 1 63,42 6 71 - _< _Corner.;..-..: 95.45 6 91 P.E. 10735 SW 216`^ St. Unit 416 page 1 of 1 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 Lab Report No. 127553A FLORIDATEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY RECEIV=DSEP? 0 2017 Lab Certificate al7-070301 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 TEST DATE: August 17, 2017 COMPANYNAME: Tecta America PROJECTADDRESS: 4822 - 4898 N Kings Hwy, Fort Pierce Note: The undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Miami Dade County Protocol TAS 105 or TAS 105A. FIELD TECHNICIAN: Angelo Blanco EQUIPMENT INFORMATION: Test Apparatus: Com-Ten FGC 2000 / SPl-1KD-RS Deck Type: I Metal Min Characteristic 275 or above Resistance Force: - See following pages for more details. DISCLAIMER by Florida Tee, Inc. in order to perform the required number of tests will ONLY be sealed on a Contractor and/or owner are responsible to perform permanent repairs to avoid any roofleaks. 10735 SW 216" St. Unit 416 Page 1 of 13 Tel: 305-256-4550 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: 112 FT Second Largest Dimension: SOFT Total Roof Area: 8176FT2 Squares: 81 DECKTYPE FASTENER INSTALLATION INFORMATION Fastener Type: Is the fastener a self -driller? TEST INFORMATION Number of tests conducted: Component to be secured: Pre -drilled? Metal #15XHD Fasteners YES YES Test ,,;Number' Plan k, .Identifier„ � wli iaf F'ai ure .a.a .•-., r:'Loadl Ib , �' '" -FlePerimeter�orCornerA,__ r ur,.-�.;,;: - 1 A 522 Comer 2 395 Perimeter 3 485 Comer 4 501 Field 5 476 Perimeter 6 412 Perimeter 7 362 Field 8 473 Field 9 398 Perimeter 30 1 F 420 Comer STATISTICAL ANALYSIS: Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F= 444.40 Sr— 53.46 F= 406.20 10735 SW 216"' St. Unit 416 Page 2 of 13 Tel: 305-256-4550 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net ROOF SKETCH: • 1 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY Roof An Groun • 3 19 /\1N 112' DECK A ° ° o 8 • 5 9 • 7 6 10 ® O 99' 10735 SW 21611 St. Unit 416 page 3 of 13 Tel: 305-256-4550 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net 1 � F R T EC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof I_I Area: :: BUILDING/ROOF SYSTEM INFORMA71ON Roof Area Dimensions: Height: 15FT Length: 110FT Second Largest Dimension: 60FT Total Roof Area: 6600Fr Squares: 66 DECKTYPE FASTENER INSTALLATION INFORMATION Fastener Type: Is the fastener a self -driller? TEST INFORMATION N umber of tests conducted: Componentto be secured: Pre -drilled? Metal #15XHD Fasteners YES 10 AnchororBaseSheet YES T`est'� ..Number Plan .1Wentifler. - InmalIFiilure Load, l Field Perl after or Corner Area 1 B 377 Comer 2 456 Perimeter 3 391 Field 4 512 Perimeter 5 520 Field 6 519 Field 7 386 Field 8 415 Comer 9 466 Perimeter 30 IF 470 Comer STATISTICAL ANALYSIS: Mean FaHun: Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F= 451.20 Sr— 66.09 F= 411.11 10735 SW 216" St. Unit 416 Page 4 of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDA TEC PROVIDING SOLUTIONSTO THE ROOFING INDUSTRY Root Arc Groun ROOF SKETCH: 1 2 3 4 110, 6 5 7 10 9 8 609 10735 SW 2161' St. Unit 416 page 5 of 13 Tel: 305-256-4550 Miami FL 33170 Www.FloridaTEC.net Fax: 305-256-6833 � TE i PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: 61 FT Second Largest Dimension: 41 FT Total Roof Area: 2501 FY2 Squares: 25 DECKTYPE FASTENER INSTALLATION INFORMATION Fastener Type: Is the fastenera self -driller? Number of tests conducted: Component to be secured: Pre -drilled? Metal #15XHD Fasteners YES 10 Anchoror Base Sheet YES Test Number � Plan ' Wentifier , IndialFailure = Field Pi.kirreter.or6rner.Area=-'.:- 1 C 467 Comer 2 522 Perimeter 3 375 Comer 4 30 Field 5 410 Field 6 421. Perimeter 7 412 Field 8 473 Perimeter 9 530 Perimeter 10 4:W Comer STATISTICAL ANALYSIS Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F= 440.60 Sr— 49.44 F= 405.27 10735 SW 2161' St. Unit 416 Page 6 of 13 Tel: 305-256-4550 Miami FL33170 WWw.FloridaTEC.net Fax:305-256-6833 FLORIDA TEE PROVIDING SOLUTIONS TOTNE ROOFING INDUSTRY Roof Are Groun ROOF SKETCH: 1 2 3 5 4 611 6 7 8 10 9 • • id— 411 10735 SW 210 St. Unit 416 page 7 of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDA TEC PROVIDING SOLUTIONSTO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: SOFT Second Largest Dimension: 38FF Total Roof Area: 2840FT2 Squares: 18 DECKTYPE FASTENER INSTALLATION INFORMATION FastenerType: Is the fastener a self-driI Ier? TEST INFORMATION N umber of tests conducted: Component to be secured: Pre -drilled? Metal MISXHD Fasteners YES 10 AnchororBaseSheet YES ' tes7 - e- Number., IPl5 .Identifier; " initial Failure < Load. Ib Ia Fleld Perm eter�,or CornerrAre'w� 1 D 392 Comer 2 38S Perimeter 3 376 Comer 4 417 Field S 470 Perimeter 6 426 Field 7 421 Perimeter 8 410 Field 9 401 Comer 30 395 Comer STATISTICAL ANALYSIS Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F"— 409.30 Sr— 26_73 F= 390.19 10735 SW 216th St. Unit 416 Page 8 of 13 Tel: 305-256-4550 Miami Fl-33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDA 'SEC PROVIDING SOLUTIONS TOTNE ROOFING INDUSTRY Roof Ar( ROOF SKETCH: • 2 • 1 Groun • 3 • 7 10735 SW 216th St. Unit 416 Page 9 of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 J A FL 4f l 9I ®A d E PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST Roof Area El' BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: 182 FT Second Largest Dimension: 111 FT Total Roof Area: 12489Fr Squares: 124 DECKTYPE FASTENER INSTALLATION INFORMATION FastenerType: Is the fastener a self-dril ler? Number of tests conducted: Componentto be secured: Pre -drilled? Metal #15XND Fasteners YES 13 AnchororBaseSheet YFS SHEET .Number.,eIdentifler>:�?rs "S�PIan`a a u, InitialFaliure ➢ `� s Fleld e,a4_W_a_ ' r• `�i?` Perimeter orXafner Areaaae::.=A-: x 1 E 510 Comer 2 1 521 Perimeter 3 460 Comer 4 478 Perimeter 5 528 Field 6 573 Field 7 475 Field 8 518 Perimeter 9 499 Field 10 581 Perimeter 11 476 Field 12 512 Field 13 489 Comer STATISTICAL ANALYSIS: Mean Failure Load: 1~ 509.23 Sample Standard Deviation: Sr— 36_49 Min. Charasteristic Resistance Force: F= 487.17 10735 SW 216d' St. Unit 416 Page 10 of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY Roof Are Grouni ROOF SKETCH: 10735 SW 216t' St. Unit 416 page it of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLO4i? A TEC ` PROVIDING SOLUTIOHE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: 92 FT Second Largest Dimension: 7FT Total Roof Area: 644 FT= Squares: 6 DECKTYPE FASTENER INSTAUATION INFORMATION Fastener Type: Is the fastener self -driller? TEST INFORMATION Number of tests conducted: Component to be secured: Pre -drilled? Metal #15XHD Fasteners YES 10 AnchororBoseSheet YES Test , bMuurn er -'; Plan Wentifler Initial Failure -,-,., . 1� -- --� " ,, ,; � . ,; I erimete or Car, ner a + ..? 1 F 466 Comer 2 475 Comer 3 495 Field 4 573 Perimeter 5 529 Field 6 512 Field 7 517 Field 8 478 Perimeter 9 566 Perimeter 10 F 520 Comer STATISTICAL ANALYSIS: Mean Failure Load: Sample Standard Deviation: Min. Chamsteristic Resistance Force: 1L 613.10 Sr— 36.41 F= 487.08 10735 SW 216t1 St. Unit 416 Page 12 of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDA iEC PROWDING.SOLUMi TO THE ROOFING INDUSTRY Roof Are Gmum ROOF SKETCH: 9T •1 �9 10 0s 07 a2 •3 ®4 �6 08 7' 10735 SW 216th St. Unit 416 page 13 of 13 Tel: 305-256-4550 Miami FL33170 www.FloridaTEC.net Fax:305-256-6833