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Home My WebLink AboutPLANSBuilding Permit # Fastener: 0 10 Pancake Head Wood Fastener TYNCAL ASSETABLY PRORLE wEw ------------------------------- I V11MAL AUAMULY ISUME I RIC VILLA F -ABLE A Roofpreas Field Perimeter/Corner Mlax Design Pressure -114.25psf -156.75pst Fastener Spacing 16"o.c. D.C.4' Fastener Size x10 #10 METAL ROOF PANEL FASTENER: 410 X P PANCAKE -HEAD CORROSION RESISTANT WOOD FASTENER. FASTENERS SHALL BE SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING A MINIMUM OF 3/16". TWO (2) FASTENERS SHALL BE INSTALLED IN EACH CLIP. CLIPS SHALL BE 8" O:C. ALONG PANEL EVERY PANEL. ROOTING ATIACHMENT PER SUNLAST METALS MIAMI SERIES SNAP LOCK 1.75 (FL#21423.3) UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE GCP APPLIED TECHNOLOGIES, GRACE ICE & WATER SHIELD (NOA# 18-0119.01) FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COr` 'NGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE FLASHING SHALL BB INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAW' PROVIDED INFBC TABLE 1503.2. Thl: REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORDNNCE WITH FBC 2017. Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Vt V L-N c7 Applicant: a e �k---I ROOF BREATHING NAILING ZONE nts... "A" = 5 FEET (IYPIC4L GANARLC1MFPLAN"PLAN VIE" T3 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FH ID 2T NAILS AT 6" O.C. PERIMETER AND 6" O.C_ FIELD 3T " NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE. Product Opening Design Pressures Product Rated Desl n Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows f'' A Mullions ' Fixed Glass Block Glass Skylights Sliding Blass Doors ' Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material - 05115' - 16- — It4,2 t5,�5' �ju�I,aST i..tr.ttL, �7�t;rr?5 L*t Z 1 422i I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: ON PLAN Design Prof: _ I� ,$$ vwel,i? .� �' �,is.� �?� Cert. No. Date: STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 3) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS'NOT PERMITED. 4) UNLESS OTHERWISE NOTED, THU INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MAN CTURES INSTRUCTIONS AND STANDARD PRACTICIES. 5) STUCCO CEILINGS AND SOFFIT OTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ 11 A.'2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER (2 LAYERS) OF OF (15# FELT OR TY 'AK BUILDING WRAP) OVER EACH FRAMING MEMBER ON 19/32" CDX PLYWO(D WITH IOD NAILS AT 4" O.C.. 6) EXTERIOR FRAME WALLS TO BESTUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 10/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) EXTEND ALL PLUMBING VENT STACKS UP THRUGH NEW ROOF IN ACCORDANCE WITH FBC PLUMBING REQUIREMENTS. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES _ UPLIFT ID UPLIFT DESIGN AH7 1ST & 2ND 1458 (2)- HTS 20 2900 (20) -10d H03 1ST & 2ND 1249 (1)- HTS 20 1450 (20) -10d LH7 1ST & 2ND 2516 (1)- MGT 3965 (22) -10d & (1) - 5/8" A.B. 0 VALLEYS CONT. 100 # PLF ( )- MTS 16 1000 (14)-10d X 1 1/2" t 1 STRAP AT EACH END AND AT 24" O.C. 1 O ALL OTHERS AT FRAME BEARING LESS THAN 1000# EACH < 1000# (1)- HTS 20 1450 (20) -ROd AT FRAME BEARING TRUSS COMPANY BUILDERS FIRST LAYOUT DATE 6 14 2019 CUT -SHEET DATE 6 14 2019 -- SOURCE NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SO X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SO X 1 1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN, EMBEDMENT FOR ANCHOR BOLTS(A.B.). TRUS,� NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES, 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY 5) SEE TRUSS CONNECTOR SCH, FOR TRUSS TO WALL CONNECTIONS, Planning & Development Services Department • Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) +62-1553 Certification for Design Load Compliance Project Name: DEVENS Project Address: 8609 S. INDIAN RIVER DR. Permit #: Occupancy Type: R" X Construction Type: V INSTRUCTIONS FOR USE: + This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Buildine Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _ Open 3. Risk Category: —1 X 11 III_ IV Exposure Category: _ B C X D 4. Design Wind Velocity 180 mph 139 ASD N/A LRFD End Zone Width: 5 It S. Mean Roof Height: 25 ft Roof Pitch: 4 :12 Parapet: N/A It 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 32.0 Zone 2: 88.5 8 5 Zone 3: 32.0 _130.9 Zone 4: 55.6 Zone 5: 55.6 Garage: 52.7 50.9 -60.3 -74.4 -68.6 7. Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:, N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED B. Were Shear Wails Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Ronald 1. Price 17788 / 5115 Print Name Cert # & Co. Cert Auth. ON PLAN 7/12/2019 Paul Welch Inc. Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL SLCCUV Form # U2U-12 Revised 3/1S/12 IA) Company Name & Address SGANNED St. tuce county n PAUL. ELGH INC. :/TVIECRANICAL rt ELECTRICAL * CIVIL ENGINEERING = _l984 S.W. BILTMORE ST. SUITE#'1 14 N PORT SAINT LUCIE, FL 34984 PHONE EMAIL J1P (772) 785 `9888 PWE;LCHINC@AOL.COM RONALD J. PRICE P.E. FL. REG. NO. 17788 JUL 1 2 2019 i 'Co O r3DQ� �I�'aaall0 paOO a WOV0 V 1> W = W cc 0 F. � L L) C C u c Cam/ L - ROOF TRUSS PLACEMENT PLAN / AREA OF WORK PLAN 3/8" V-0" NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. SCOPE OF WORK 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. CUT EXISTING ROOF OVERHANGS OFF ON EXISTING ROOF. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE - INSTALL NEW PITCHED ROOF OVER EXISTING ROOF PER PLAN. (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 - EXTEND CHIMNEY UP. MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA - ;- - 70) 2014 EDITION. '� ��. - - _ - - PAUL WELCH INC. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY •. ^ - - �� ^y ^ y. ^ -+f MRCHANICAL * ELECTRICAL * CIVIL ENGINEERING HEAVY TERMITE INFESTATION AREA PER FRC 301. _ s 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 ti _ 1984 S.W. BILTMORE ST. SUITE# 114 2017 FOR EXISTING BUILDINGS. ^'r.'; q' s PORT SAINT LUCIE, FL 34984 PHONE EMAIL 1772) 785.9888 PWELCHINC@AOL.COM JUL 2 2019 RONALD J. PRICE P.E. FL. REG. No. 17788 1 �. W� ZZ 0 � o' U W�WU Lu V U 00 WWI cc o U w U N O w c� o0 2X8 WOOD B EXISTING R( W I,. METAL ROOFING OVER UNDERLAYMENT ON 24/32" CDX PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS PER DETAIL PRE- ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX. SPACING)' "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. ROOF JOIST BEYOND WALL TO BE CUT OFF METAL FLASHING/ DRIP EDGE I X 8 HARDIE FASCIA OVER 2X6 WOOD. FASCIA SOFFIT PER STRUCTURAL NOTE # 5 WITH 4" X 22" VENTS AT 48" O.C. DBL 2 X 8 WOOD PLATE WITH 5/8" X 6' MIN. EMBED THREADED ROD DRILLED OUT AND EPDXIED TO EXISTING CONC. BEAM AT 24" O.C. EXISTING ROOF JOIST TO REMAIN EXISTING CONC. BEAM. TYPICAL )VALUROOF SECTION nts... r TOP OF CHIMNEY SHALL BE A MINIMUM OF 24" HIGHER THAN THE HIGHEST ROOF WITHIN 10 FEET AWAY METAL SPARK ARRESTOR -- - - METAL TOP CAP / FLASHING -- / — — DBL 2X6 CONT. WOOD TOP PLATE —1 "SIMPSON" SP6 WITH (6)- 10d —� NAILS EACH STUD TOP AND BOTTOM PLATES W C' 2 X 6 WD STUDS @ 16" O.C. a STUCCO PER STRUCT. NOTES 4 ROOF CRICKET BY BUILDER 2 X 6 P.T. WD BOTTOM PLATE W/ 5/8" X 6" EMBED THREADED ROD DRILLED OUT AND EPDXIED AT 24" O.C. EXISTING CHIMNEY WALLS \ CHIMNEY EXTENSION DETAIL nts... PAMMELCH INC. 1V886PIANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 S.W. BiLTMORE ST. SUITE# 114 PORT SAINT LUCIE} FL 34984 PHONE EMAIL (772)7 85-988 8 PwELc HINC@AOLI COM 19 RONALD J. PRICE P.E. FL. JUL L 2 20 REG. No. 17788