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HomeMy WebLinkAboutGENERAL INFORMATION SECTION A '001e Copy ST. LUCIE WORKS 21 --060� REVIEWED FOR Section A (General Information) CODE COMPLIANCET. LUCIE COUNTY Master Permit No. Process No. �� 130CC [ / Contractors Name: )nmle— C 1 SCO License# CCC 13Z 9 Job Address. -1092,5 3 Iceon �)r ROOF CATEGORY CI Low Slope 13 Mechanically Fastened Tile EI Mortar/Adhesive Set Tiles El Asphaltic Shingles Metal Panel/Shingles Mood Shingles/Shakes EI Prescriptive BUR-RAS 150 ROOF ROOF TYPE. 'New roof E3 Repair EI Maintenance [Reroofing El Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF)_7_ Steep Sloped Roof Area(SF) .?> Total(SF) _ J� Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. c ST. LUCIE WORKS ]Ffle corms, jg499 REVIEWED FOR CODE COMPLIANCE Section D (Steep Slope Roof System) STo LU IE COUNTY Roof System Manufacturer: Notice of Acceptance Number: nn ^ Minimum Design Wind Pressures If Applicable(From 7 or Calculations): (,� Zone 1=lJ one 2e: Zone 2n: a 2r: Zone 3e:� - ne 3r: Deck Type: 1" I W 40 Cl Type Underiayment e + s Roof Siope:: . 12 Insulation:: N (A 771 Fire;Barrier: N Ridge Ventilation?_ Fastener Type&-Spacing: to - - L _ Adhesive Type: �. Type Cap Sheet: Mean Roof'Height: Roof Covering: I-C�nCC ► SP_CZ I`c1 LJ Type&Size Drip 20 G I nose Edge: File Copy Af IE 6E?D 41 CODE COMPLIANCE T. LUCIE COUNTY OCC �l�1711 ENGINEERING SUBMITTALS AUGUST f9,202f WND LOAD CERTIFICATION.' CODE.'FBC20201FRC2020lASCE7 f 6 (FBC 7m EDITI0119 kWND SPEED. 170 MPH,3 SEC. GUST EXPOSURE.' "D" CATEGORY/! INTERNAL PRESSURE COEFF.7 0.18 JOB., HOLIDAY OUT BATH HOUSE RE-ROOF 10725 S. OCEA/V DR. ✓ENSEN BEACH, FLORIDA PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BIL MORE sr.SUITE#f 14 PORTSAINT LUCIE, FL 34984 (772)785-9886 pwelchinc@aoLcom PAUL WELCH, P.E. FLA REG No.29945 Goggle, Maps 10725 S Ocean Dr f •" a x ~ x • _ 1e If ZE yp 7 Map data©2021,Map data©2021 20 ✓OB. 10725 S. OCEAN DR. ✓ENSEN BEACH, rl-0R,IDA PAUL W LCHINC. MZCHANICA4 .ELECTRICAL C/Y7L ENGINEERING 1984'S.YI/.B'f" OREST,SUHrIff91,4 PoRrSAINTLvCrE,FL 34984 (7. 2)76S9.689 pwelchinc@aol.com - - PAUL WELCH, P,E. FLA RCG No.299,45 AUG 19 1'021 SCOPE OF WORK . REMOVE EXISTING ROOFING - RE-NAIL EXISTING PLYWOOD WITH 8D RINGSHANK NAILS AT 4"O.C.PERIMETER AND 4"O.C.IN THE FIELD . INSTALL NEW UNDERLAYMENT PER PRODUCT APPROVAL - INSTALL NEW METAL ROOF PER PRODUCT APPROVAL - METAL DRIP EDGE AND FLASHING TO BE NAILED 1 1/,"ROOFING NAILS @ 4�'O.C. NOTE:ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020,AND THE FBC 2020 RESIDENTIAL(7'm EDITION),2020 PLUMBING CODE,2020 MECHANICAL CODE AND THE NEC (NFPA 70)2017 EDITION. NOTES- -THE CONTRACTOR,SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. -ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC I FBCR 2020(7TH EDITION). STRUCTURAL NOTES: 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. 2) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 3) UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 4) 2 INCHES(51 MM)ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.THE WATER- RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE.THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. HoLmAyourBAmHouscRrwoop 107255. OcEAArDR. JZlVSZArBZACH ALO)?1DA PA Uj L WEL CH INC. M,6CHAJWCA,L ZLZCTJWCAL CrVil. ZlVGlAfZKRfAfd_ P0RT5AlNrLUClE,,FL,3AV8.4 (772)78S9888 pwelchinc@aol.com AUG-1 9 2021 PAUl._WCLCHP.E. nA)?5GlV0,29.945 Building Department Product Approval Submittal Affidavit Permit# Building Address:SEE PLAN I Contractor:TBD t Product Model# Manufacturer Attachment Method Building Product Type,Size,Spacing, Embedment&Stiffener etc. Design Design Pressure Pressure PEEL AND STICK 170 MPH 194 MPH UNDERLAYMENT FL#11602.1 TITANIUM OWENS CORNING SELF ADHERED TO DECK VULT VULT Roof FL#25621.8 032 ALUM EXTREME METAL FAB #10 X 1" FASTNERS AT 6"O.C.ALONG NAIL STRIP WITH -105.0 -175 SNAPMAX SEALANT ALL ZONES -- I have reviewed the above product approval information and approve it. Name: Paul Welch P.E. Certification Number: 29945 APPLIED ROOF DESIGN PRESSURES ROOF ZONE S.F. POS NEG 1 10 32.634 _ _-65.268 2e _10 32.634 -77.763 2r — 10 32.634 -98.343 — 3 10 32.634 -104.958 ,JOB: HOLIDA Y OUT BATH HOUSE RE-ROOD' 10725 S. OCEAN DR. JEAfSEM BEACH, ALORIDA ,. PAUL WELCH INC. , Mvcm yc em ELZCr6uc im CmL LrArG/14 VVUNG a W.,0,1,LTfif0iw ST.Su6r,'#I I4 4; PoRrawwLuCae, FL 5 8 (77078S9888 pwelchinc@ao!corn AUG 1 9 2021 PAUL. WZL CH, P.E. F6A REG NO.2.9945