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HomeMy WebLinkAboutDEAD LOAD CALCULATIONSAtlantic & Caribbean Roof Consulting 1839 NW 29th Street, Oakland Park, FL. 33311 <yCRC Certificate of Authority No. 9036 DEAD LOAD CALCULATIONS CLIENT: PROJECT NAME: PROJECT ADDRESS: PROJECT DATA: EXISTING ROOF SYSTEM: GRANULATED BUR LWC PROPOSED ROOFING SYSTEM: 1.5" ISO 60 MILTPO TOTAL DEAD LOAD: LIVE LOAD: TOTALLOAD: RECsaV�D AUG 0 9 2016 PER:JIITTING St. Lucie County, FL Page 1 of 1 6UANNED Date:8/1/2016 BY St. Luce County ACRC # 16-0331 NORTH AMERICAN ROOFING WINN DIXIE INDRIO SHOPPING CENTER - MAIN DECK A 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA 3.96 PSF 3.90 PSF Emu 8.43 PSF 30 PSF 38.43 PSF CONCLUSION: THE TOTAL ALLOWABLE LOAD ON A 22 GAGE TPYE B DECK WITH JOIST SPACING AT 6' O.C. IS 89 psf > 38.43 PSF; THEREFORE THE SYSTEM IS ACCEPTABLE CALCULATIONS BY: RANDALL FOWLER, P:E. NO. 51156 " Atlantic & Caribbean -Roof Consulting 1839 NW 29th Street, Oakland Park, FL. 33311 A Certificate of Authority No. 9036 DEAD LOAD CALCULATIONS CLIENT: PROJECT NAME: PROJECT ADDRESS: PROJECT DATA: EXISTING ROOF SYSTEM: GRANULATED BUR LWC 1.5" ISO 60 MIL TPO TOTAL DEAD LOAD: LIVE LOAD: Page 1 of 1 Date:8/1/2016 ACRC # 16-0331 NORTH AMERICAN ROOFING WINN DIXIE INDRIO SHOPPING CENTER - DECKS B, C & D 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA RECEOVED AUG 0 9 2016 PERMITTING St. Lucie County, FL 3.47 PSF 6.60 PSF 0.25 PSF 0.32 PSF 10.64 PSF 30 PSF Fit', F copy 40.64 PSF CONCLUSION: THE TOTAL ALLOWABLE LOAD ON A 22 GAGE TPYE B DECK WITH JOIST SPACING AT S' O.C. IS 91 psf > 40.64 PSF; THEREFORE THE SYSTEM IS ACCEPTABLE CALCULATIONS BY: RANDALL FOWLER, P.E. NO. 51156 nAtlantic & Caribbean Roof Consulting 1839 NW 29th Street, Oakland Park, FL. 33311 J ICRC Certificate of Authority NO. 9036 ROOF COVERINGS ATTACHMENT CALCULATIONS CLIENT: PROJECT NAME: PROJECT ADDRESS: PROJECT DATA: HEIGHT: (FEET) NOMINAL WIDTH: (FEET) SLOPE < 7 DEG CONT. PARIPET WALL:>= 3' ENCLOSURE CLASS: RISK CATEGORY: REGION: DESIGN WIND SPEED: EXPOSURE: VELOCITY PRESSURE` oz Kzt = 1.0 Kd =.0.85 UPLIFT PRESSURES: P1 = 42.09 PSF P2 = 70.62 PSF P3 = 106.29 . PSF EDGE WIDTH: (H)(0.4) = 10.00 (W)(0.1) 22.00 USE THE LOWER VALUE: ��EJ &r f-:D AUG 0 9 2019 PERMITTING St. Lucie County, FLI Page 1 of 2. OUANNED BY Date: 8/1/2016 ?t Wde County. ACRC # 16-0331 NORTH AMERICAN ROOFING WINN DIXIE INDRIO SHOPPING CENTER - MAIN DECK A. 4870 N. KING HIGHWAY FORT'PIERCE, FLORIDA 25 220 YES NO ENCLOSED II SOUTHEAST 170 MPH C Kz = 2.01[(HEIGHT/900)A(2/9.5)) Kz = 0:95 qz = Dqz = DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2014 WIND,DESIGN PER ASCE 7 10.00 FEET 59.45 35.67 `s ACdtC SYSTEM TYPE: Atlantic & Caribbean Roof Consulting 1839 NW 29th Street, Oakland Park, FL. 33311 ROOF COVERINGS ATTACHMENT CALCULATIONS SOPREMA MODIFIED BITUMEN ROOFING SYSTEMS OVER WOOD DECKS SYSTEM DATA: MANUFACTURER: NOA OR PRODUCT APPROVAL NUMBER: PAGE NUMBERS: DECK MATERIAL: INSULATION: MEMBRANE: DESIGN PRESSURE: (PSF) (DP) INSULATION FASTENER DENSITY FD INSULATION FASTENERS: INSULATION DIMENSIONS: INSULATION BOARD ARE AB FASTENERS PER BOARD FIELD: (FPBF) Page 2 of 2 Date:8/1/2016 ACRC # 16-0331 GAF FL16730-R8 PAGE 38; S-223 STEEL; MIN. 22 GA, TYPE B, GRADE 33 PER PRODUCT APPROVAL iR�iUARD TPO 0.0 (SQ. FEET PER FASTENER) PER PRODUCT APPROVAL 4' X 8' (SQUARE FEET) 8 CONSTRUCTION TYPE: RE -ROOF �yArmx -_ CALCULATIONS: (MINIMUM NUMBER OF FASTENERS) opy FASTENERS PER TOP BOARD FIELD: FASTENER PER BOARD PERIMETER: FASTENER PER BOARD CORNER: ATTACHMENTS: (PER PRODUCT APPROVAL) INSULATION: (FASTENERS PER BOARD) MEMBRANE 8 (AB / FD) 9.4 (P2/DP) X FPBF 14.2 (P3/DP) X FPBF iB FIELD; 10 PERIMETERS;1166 CORNERS dP BONDED PER PRODUCT APPROVAL WITH RHINOBOND PORTABLE BONDING TOOL CALCULATION Y: RANDALL FO P.E `� N0.51156 1 j�l r ti Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY #15-0224.01 FL. CERT. OF AUTR. #9036 i I CLIENT: PROJECT NAME: PROJECT ADDRESS: NORTH AMERICAN ROOFING WINN DIXIE INDRIO SHOPPING CENTER 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA (AAC PAGE 1 OF 2 ACRC#16-0331 DATE: 8/1/2016 DRAINAGE CALCULATIONS MAIN DECK A SCANNED R ECEIVED EFFECTIVE DRAINAGE AREA: BY St. Lucie County AUG 0 9 2018 62577 SF PF.EkII`,`Ti::3 St. Lucie Cam,;,-�.,,. ;-L PRIMARY DRAINAGE: PRIMARY DRAINAGE CONSIST OF ONE 7" X 6" GUTTER AND NINE 5" X 4" DOWNSPOUTS I = 5"/HR; De(GUTTER) = 6.5"; De(DOWNSPOUTS) = 4.5" CHECK GUTTER: 8 SECTIONS; (8)(13900 SF) = 111200 > Ae--OK. CHECK DOWNSPOUTS: (9)(5300 SF) = 47700 SF < Ae4NOT OK REPLACE ALL DOWNSPOUTS WITH S" X 8" DOWNSPOUTS CHECK: (9)(23200 SF) = 208800 SF > Ae+OK SECONDARY DRAINAGE: OVERFLOWS EXISTING GUTTER �{ 5t•t � i 'tfi r F!. 4 CALCULATIONS BY RANDALL F ER P.E. N0. 51156 0 � I/� /( 1839 NW 29" Street • Oakland Park, Florida 33311 • (954) 742-9515 Phone • (954) 742-9513 Fax e-mail: esmause0roofconsultantnet / Rfowler6d.roofconsehantne[ Atlantic & Caribbean Roof Consulting, LLC .- TESTING & ENGINEERING SERVICES ACRI DADE TEST LABORATORY #15-0224.01 FL. CERT. OF AUTR. #9036 CLIENT: " NORTH AMERICAN ROOFING PROJECT NAME: WINN DDUE INDRIO SHOPPING CENTER PROJECT ADDRESS: 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA DRAINAGE PLAN ExsnNGTX6'GMER N1S PAGE 2 OF 2 ACRC#16-0331 DATE: 8/1/2016 IE(END 0 FNSRNG3•PRINPRY DRAIN p ENS1ING 10'XSPRRM SCUPPER PRCPOSEDTMGVE iFLONSCUPPER 1 BN511NGSXTOCANSI;0Uf70BEREVIIS AND REPLACED WITH rXF DONNSIOU1S 1839 NW 291 Shw • Oakland Park, Florida 33311 • (954) 742-9515 Phone • (954) 742-9513 Fax e-mail:a auseQmofwmltari(.net/Rfowlet(amofwnsWtantne[ Atlantic & Caribbean Roof Consulting AUG 0 9 2016 1839 NW 29th Street, Oakland Park, FL. 33311 ACRC PERiJG Certificate of Authority No. 9036 St. Lucie County. 1- r_ ROOF COVERINGS ATTACHMENT CALCULATIONS SUANNED Page 1 of 2 BY Date: 8/1/2016 3t Lucie County ACRC # 16-0331 CLIENT: NORTH AMERICAN ROOFING PROJECT NAME: WINN DIXIE INDRIO SHOPPING CENTER -DECKS B AND C PROJECT ADDRESS: 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA PROJECT DATA: HEIGHT: (FEET) 25 PRESSURE COEFFICIENT: NOMINAL WIDTH: (FEET) 18 SLOPE <7DEG YES Kz = 2.01[(HEIGHT/900)A(2/9.5)] CONT. PARI PET WALL:>= 3' NO Kt = 0.95 ENCLOSURE CLASS: ENCLOSED RISK CATEGORY: II REGION: SOUTHEAST DESIGN WIND SPEED: 170 MPH EXPOSURE: C VELOCITY PRESSURE: az qz = 59.45 Kzt = 1.0 Kd = 0.85 Dqz = 35.67 UPLIFT PRESSURES: DESIGN CRITERIA: FLORIDA BUILDING CODE P1= 42.69 PSF EDITION 2014 P2 = 70.62 PSF WIND DESIGN PER ASCE 7-10 P3 = 106.29 PSF EDGE WIDTH: (H)(0.4) = 10.00 (W)(0.1) 1.80 USE CODE MIN. 3.00 FEET FILE '[ 1 . A ACRC SYSTEM TYPE: Atlantic & Caribbean Roof Consulting 1839 NW 29th Street, Oakland Park, FL. 33311 ROOF COVERINGS ATTACHMENT CALCULATIONS SOPREMA MODIFIED BITUMEN ROOFING SYSTEMS OVER WOOD DECKS SYSTEM DATA: MANUFACTURER: NOA OR PRODUCT APPROVAL NUMBER: PAGE NUMBERS: DECK MATERIAL: INSULATION: MEMBRANE: DESIGN PRESSURE: (PSF)'(DP) INSULATION FASTENER DENSITY: (FD) INSULATION FASTENERS: INSULATION DIMENSIONS: INSULATION BOARD AREA (AB) FASTENERS PER BOARD FIELD: (FPBF) CONSTRUCTION TYPE: CALCULATIONS: (MINIMUM NUMBER OF FASTENERS) FASTENERS PER TOP BOARD FIELD: FASTENER PER BOARD PERIMETER: FASTENER PER BOARD CORNER: ATTACHMENTS: (PER PRODUCT APPROVAL) INSULATION: (FASTENERS PER BOARD)' MEMBRANE: Page 2 of 2 Date:8/1/2016 ACRC # 16-0331 GAF FL16730-R8 PAGE38; S-223 STEEL; MIN. 22 GA, TYPE B, GRADE 33 PER PRODUCT APPROVAL EVERGUARD TPO -60.0 4.0 (SQ. FEET PER FASTENER) PER PRODUCT APPROVAL 4' X 8' 32 (SQUARE FEET) 8 RE -ROOF 8 9.4 14.2 (AB / FD) (P2/DP) X FPBF (P3/DP) X FPBF 8 FIELD;10 PERIMETERS;16 CORNERS BONDED PER PRODUCT APPROVAL WITH RHINOBOND PORTABLE y BONDING TOOL I IF.ry 01 CALCULATIONS BY: RANDALLFO ,IgER,,P:E. NO. 51156 �L< �l �. ' Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES -- }— _ DADE TEST LABORATORY #15-0224.01 FL. CERT. OF AUTH. #9036 CLIENT: PROJECT NAME NORTH AMERICAN ROOFING WINN DIXIE INDRIO SHOPPING CENTER 4870 N. HING HIGHWAY FORT PIERCE, FLORIDA DRAINAGE CALCULATIONS DECKS B AND C EFFECTIVE DRAINAGE AREA: ,(TANNED 916 SF BY �t Lucie County PRIMARY DRAINAGE: PRIMARY DRAINAGE CONSIST OF TWO 10" X 5" SCUPPERS I = 5"/HR; Hd = 2.5' ; (2)(2243 SF) = 4486 SF> Ae4OK SECONDARY DRAINAGE: (NONE EXISTING) CONSTRUCT TWO 4" X 4" SCUPPERS CHECK: (2)897 SF) = 1794 SF > Ae4OK •CALCULATIONS BY: RANDALL F WLER, P.E. NO: 51156 PAGE 1 OF 2 ACRC#16-0331 DATE: 8/1/2016 AVG 0 9 201E PER.MMTING St. Lucie Counts, FL 3 s t �'' 1 ' . P �� 1839 NW 20 Street • Oakland Pack, Florida 33311 • (954) 742-9515 Phone • (954) 742-9513 Fax e-mail: esmaweRmofconsultantnet / RfowleK&.mofcbm1tanLnel CLIENT: I PROJECT NAME: PROJECT ADDRESS: MSING r X 6' Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY #15-0224.01 FL. CERT. OF AUTR. 99036 NORTH AMERICAN ROOFING WINN DIXIE INDRIO SHOPPING CENTER 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA DRAINAGE PLAN (C m Q NIS 1839 NW 20 Shw • Oakland Pads, Florida 33311 • (954) 742-9515 Phone • (954) 742-951347ax e-nm±'esmwe(a7mofcomftant.net/Rfowler mofconndtantnet ZLI ACRC PAGE 2 OF 2 ACRC#16-0331 DATE: 8/1/2016 na Atlantic & Caribbean Roof Consulting �7ii 1839 NW 29th Street, Oakland Park, FL. 33311 ACRC Certificate of Authority No. 9036 ROOF COVERINGS ATTACHMENT CALCULATIONS 6UANNED BY CLIENT: PROJECT NAME: PROJECT ADDRESS: PROJECT DATA: HEIGHT: (FEET) NOMINAL WIDTH: (FEET) SLOPE < 7 DEG CONT. PARIPET WALL:>= 3' ENCLOSURE CLASS: RISK CATEGORY: REGION: DESIGN WIND SPEED: EXPOSURE: VELOCITY PRESSURE`. qz Kzt = 1.0 Kd = 0!85 UPLIFT PRESSURES: P3 =. P2 =. P3 = 40.16 PSF 67.38 PSF 101.41 PSF EDGE WIDTH: RECEIVED AUG 0 9 201E PE13%JI?-i ipjC, SL Lucie Ccaniy_ i>i_ Page 1 of 2 St. LUCIe County Date: 8/1/2016 ACRC # 16-0331 NORTH AMERICAN ROOFING WINN DIXIE INDRIO SHOPPING CENTER -DECK D 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA 20 13 YES NO ENCLOSED II SOUTHEAST 170 MPH C PRESSURE COEFFICIENT: Kz = 2.01[(HEIGHT/900)A(2/9.5)] Kz = 0.90 Im Dqz = DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2014 WIND DESIGN PER ASCE 7-10 (H)(0.4) = 8.00 (W)(0.1) 1.30 USE CODE MIN. 3.00 FEET 56.72 34.03 Atlantic & Caribbean Roof Consulting L\Cl2C 1839 NW 29th Street, Oakland Park, FL. 33311 ROOF COVERINGS ATTACHMENT CALCULATIONS Page 2 of 2 SYSTEM TYPE: SOPREMA MODIFIED BITUMEN ROOFINGSYSTEMS OVER WOOD DECKS SYSTEM DATA: MANUFACTURER: NOA OR PRODUCT APPROVAL NUMBER: PAGE NUMBERS: DECK MATERIAL: INSULATION: MEMBRANE: DESIGN PRESSURE: (PSF) (DP) INSULATION FASTENER DENSITY: (FD) INSULATION FASTENERS INSULATION DIMENSIONS: INSULATION BOARD AREA (AB) FASTENERS PER BOARD FIELD: (FPBF) CONSTRUCTION TYPE: CALCULATIONS: (MINIMUM NUMBER OF FASTENERS) Date:8/1/2016 ACRC # 16-0331 GAF FL16730-R8 PAGE 38; S-223 STEEL; MIN. 22 GA, TYPE B, GRADE 33 PER PRODUCT APPROVAL EVERGUARD TPO -60.0 4.0 (SQ. FEET PER FASTENER) PER PRODUCT APPROVAL 4'X8' 32 (SQUARE FEET) 8 RE -ROOF FASTENERS PER TOP BOARD FIELD: 8 (AB / FD) FASTENER PER BOARD PERIMETER: 9.0 (P2/DP) X FPBF FASTENER PER BOARD CORNER: 13.5 (P3/DP) X FPBF ATTACHMENTS: (PER PRODUCT APPROVAL).. INSULATION: (FASTENERS PER BOARD), 8 FIELD;10 PERIMETERS;14 CORNERS MEMBRANE: BONDED lODA O g� WITH RH D RT, BLE F3A BONDING TOO�� 1 F6 CALCULATIONS_ BY: RANDALL�FO NO. 51156 I/� r . Atlantic & Caribbean Roof Consulting, LLC — TESTING & ENGINEERING SERVICES DADE TEST LABORATORY #15-0224.01 FL. CERT •OY AUTR. #9036 CLIENT: PROJECT NAME IQtk0j"WA11 1 ; �.1 St. Lucie Countv NORTH AMERICAN ROOFING WINN DIXIE INDRIO SHOPPING CENTER. 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA DRAINAGE CALCULATIONS DECK D EFFECTIVE DRAINAGE AREA: 1195 SF PRIMARY DRAINAGE: PRIMARY DRAINAGE CONSIST OF TWO 3" DRAINS I = 5"/HR; (2)(1760 SF) = 3520 SF > Ae4OK SECONDARY DRAINAGE: (NONE EXISTING) CONSTRUCT TWO 4" X 4" SCUPPERS CHECK: (2)897 SF) = 1794 SF > Ae4OK CALCULATI NS BY: RANDAL ER P:E: 'N0. 5115 `� 1839 NW 20 Sheet • Oakland Pads, Florida 33311 • (954) 742-9515 Phone • (954) 742=9513 Fax e-mail: mmausera tuofconmItant.net/ Rfowlera ioofconsultantnet PAGE 1 OF 2 ACRC#16-0331 DATE: 8/1/2016 REC WED AUG 0 9 2016 PERMITTING St. Lucie County. FL I j , e Atlantic & Caribbean Roof Consulting, LLC ,�,.... _ TESTING & ENGINEERING SERVICES DADE TEST LABORATORY #15-0224.01 FL. CERT. OF AUTIL #9036 CLIENT: NORTH AMERICAN ROOFING PROJECT NAME: WINN DIXIE INDRIO SHOPPING CENTER PROJECT ADDRESS: 4870 N. KING HIGHWAY FORT PIERCE, FLORIDA DRAINAGE PLAN EXIS1MGimoffm m PAGE 2 OF 2 j ACRC#16-0331 DATE: 8/1/2016 0 EYJUNG3F71M4Rt'DPANN o RUM 10'X9 MARYSCUPPER PRCPCSED4" X 4! M R0N SCUPPER EXISTIWITUDU MPOUf ® PROPMMFX4'DUNMS J 1839 NW 20 Strut • Oakland Park, Florida 33311 • (954) 742-9515 Phone • (954) 742-9513Fm e-mail:esm tm'a),mrfconsrhant.net/Rfowler@mofconsWtantnel