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Home My WebLink AboutRevisionsOFFICE USE ONLY: ,DATE FILED: REVISION FEE: b PERMIT # RECEIPT # \ (nn PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 MAR 0 3 2020 (772) 462-1553 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 12174 RIVERBEND TRCE, PORT SAINT LUCIE, FL. 34984 DETAILED DESCRIPTION OF PROJECT REVISIONS: CHIMNEY SHEATHING AND SIDING REPAIR AS NEEDED CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC1332581 ST. LUCIE CO CERT. #: 31478 BUSINESS NAME: QUALITY CONSTRUCTION CONCEPTS LLC QUALIFIERS NAME: GARY MARTINEZ ADDRESS: 4385 SE SHADD STREET CITY: PORT SAINT LUCIE STATE: FLORIDA ZIP: 34953 PHONE (DAYTIME): 561-629-6421 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: FAX: STATE: ZIP: FAX: ARCHITECT/ENGINEER INFORMATION: t NAME: PAUL WELCH ADDRESS: 1984 SW BILYMORE STREET CITY: PORT SAINT LUCIE PHONE (DAYTIME): 772-785-9888 14 STATE: FLORIDA ZIP: 34984 FAX: SLCCC: 3REVISIO Revised 0616/3011/17 WALL FINISH / INSULATIONNOTES 1) INTERIOR TO BE'/" DRYWALL FINISH. STRUCTURALNOTES 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. '/x THICK WITH (13 GAGE, 1 3/8" 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. LONG,19/64" HEAD; 0.098" DIAMETER,1 1/4" LONG, ANNULAR -RINGED; 5D 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). COOLER NAIL, 0.086" DIAMETER, 15/8" LONG, 15/64" HEAD; OR GYPSUM BOARD 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS ' STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES d& STEEL REQUIREMENTS. ANjI j2" O.C. FOR SCREWS: 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 3) WAj I.S AT SHOWER TO BE TH E<PROVIDE CEMENT, FIBER -CEMENT OR GLASS FOOTINGS: 3" BEAMS: 1''/x" SUSPENDED SLABS: 1 VT MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR 5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS C I278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702:4.2). PRESSURE TREATED, 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO NOT GREATER THAN 450. INSTALLATION OF HARDWARE IS NOT PERMITED. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE CLASSIFICATION OF NOT GREATER THAN 200. SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STAND 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL PRACTICIES. HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE 9) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d G- CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD, THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL 10) HARDIEPLANK SIDING TO BE ATTACHED OVER TYVAK BUILDING WRAP OR COMPLY WITH SECTION FRC31& 15# FELT OVER PLYWOOD.RARDIPLANK TO BE APPLIED HORIZONTALLY 7) PER FRO 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL WITH fl %" LAFS' A'1' TOP OF PLANE.. HARDIPLANK TO BE ATTACHED WITH $ CONFORM TO ASTM C 36, L 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C FASTENERS 2 W LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN CORROSION,RESISTANTSIDING NAIL, FASTENERS SHALL BE PLACED IN THE ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE OVER -LAP PEIT^ A•AT < 8-9W,, DON'CENTER VERTICALLY•AND 16" ON CENTER INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTi6i C SSi HORIZONTALLY , . 'O U' ` • S'N'PLY D : k ATHIN . 5/8" 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS A + 1Dvws ' Id N S `4" dD:C, OR V OR PERMEABLE MEMB . ES INSTALLED WITHIN FLOOR -CEILING RAW _ ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL *e.," r' SPACES ATTICS SHALL VEA: FLAME SP $�dDEX NOT TO"EXCEED,2 a» EX lk _DEVEL : 1' k N£bT Tom' GEED 450 Ik3 BARS X 12" LONG DRILLED �UT_& EPDX II h ' N TESTED AS ACCORDANCE WITH ASTM E 84 OR UL 723. WITH 6" MINIMUM EMBEDMENT @ 24" Of_ E ALL: AREAS ADJACENT TO EXISTING FOUNDATION EXISTING CONCRETE FLOOR / FOUNDATION 6" THICK (2500 PSI) CONCRETE SLAB OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL REVISION, FLO R EPAIR DETAIL r,OCATED AT ALL AREAS REQ1tIltl?D FOR NEW I'!,(1MSING INSTALLATIONS ASSE L3 TILE: ET°dTEG T3ELLA"HIGH S" FL# 7804A s I Q'<{(kN YJ t).XIMLJM UPLIFT DESIGN PRESSURE FOR ATTACHMENT PER NOA � 3 Attachment Resistance: Mf = -94 " FT -LB (OF MOMENT) ' Restoring Moment: Mg= 6.33 FT -LB (OF MOMENT) Aerodynamic Multiplier: X=0,349 FT3 Prnax -ivlf- M -94 - 6.33 = -287 PSF _ 7 (0.349) �.n.., 287 PSF > 79.1 PSF Therefor O.K. ATTACHMENT RE UT s y. ZONE 1 2 &3 ATTACHMENT AS FOLLOWS: I T Ea'e $. r rn r u r TILE INSTALLATION:i7,. - PROVIDE 63G POLY AH-160 PER TILE WITH A 4" TILE HEADLAP FOR ALL TILES. ALSO Y } o PROVIDE (1) - #8 SCREW PER TILE EVERY 3R° TILL L EVERY 5'H COURSE FASTENERS lL " ` ' E, ... t.rry� . f...w.,., k �.'' -. 4'i LOCATED A MINIMUM OF 2'/2" FROM HEAD OF "IILE. UNDERLAYMENT INSTALLATION: USE ASTM D 226 TYPE I1 #30 OR ASTM D 2626 (443) INORGANIC BASF. NAILED TO DECK, MIN ASTM D 6380, CLASS M OR WS, TYPE 11(490) ORGANIC CAP SHEET SET IN TYPE IV HOT ASPHALT, A. Hot Mop 30/90, Hot Mop 43/90 (See Drawing 1). A NO.30 OR NO 43 ANCHOR/BASE SHEET ASTM D 226, TYPE 11, OR ASTM D 2626 SHALL BE MECHANICALLY ATTACHED TO THE WOOD DECK WITH APPROVED FASTENERS SPACED IN A 12 IN, GRID STAGGERED IN TWO ROWS IN THE FIELD, AND 6 IN, ON CENTER AT TIE LAPS. EXTEND ANCHOR/BASE SHEET A MINIMUM OF 4 IN. UP VERTICAL SURFACES, ANCHOWEASE SHEET END LAPS SHALL BE A MINIMUM OF 6 IN. AND I IEAD LAPS SHA;;L BE A MINIMUM OF 4 IN, OVER INSTALLED ANCHOR/BASE SHEET, APPLY ONE LAYER OF MINERAL SURFACED CAP SHEETASTM D 6380M IN FULL 25 LB/SQ, L5 PERCENT AOPPING OF ASPHALT. END LAPS SHALL BE A MINIMUM OF 6 IN,,; HEAD LAPS SHALL BE ,A MINIMUM OF 3 IN. AND BACK NAILED 12 IN. ON CENTER WITH APPROVED NAILS F14ROUGII TINCAPS OR BY MIAMI- DADE LISTED PREFACHRICATED FASTENERS IN ACCORDANCE WITH FLORIDA BUILDING CODE, BUILDING 1517.5A AND 1517.5.2, PROVIDE PLASTIC OR COMPATIBLE ROOF CEMENT AT NAILS PENETRATING L:NDERI_AYMENT ALL WORK TO BE IN COMPLIANCE WITH PRODUCT APPROVAL (FL# 78(4.1) Ar MANUFACTURER'S SPECIFICATIONS, RAS 118, RAS 119, RAS 120 AND THE FLORIDA BUILDING CODE 2017. Ft $ e.e. CLAPS B,�%ESNAILED I� R RREF I"TEGD a THROiJGitiTMCAPS a T W r +FAD LAP SHEET 4' DRAWING I R2 F F1MIIN SCREIDULE I -I 2XI0 WOOD (SYP#2) SOIST AT 24" O.C. MAX SPACING. L 2X 12 WOOD (SYP#2) LEDGER WITH 3/8" X 5 Y,." LAG BOLTS AT 12" O.C. BW BEARING WALL 2X4 WOOD TOP PLATE CONTINUOUS WITH'/4" X 3" EXISTING WINDOW LAG BOLTS TO PLATE ABOVE AT 12" O.C. EXIST, 2X4 WOOD TOP PLATE CONTINUOUS 2X4 WOOD STUDS AT 1.6" O.C. "SIMPSON" SP4 WITH { LAP SIDING PER EACH STUD STRUCTURAL NOTE # 4 0 R-13INSUiL.ATION "SIMPSON" SP4 WITH (6)-10d EACH STUD %" DRYWALL 2X4 P.T. WOOD BOTTOM Fp y y 2 `I PLATE WITH 5/8" X 5 '/2' MIN - EMBED WEDGE ANCHORS AT 24" O.C. FINISHED GRADE I� NEW CONCRETE FOUNDATION PER PLAN 1§I — _A€i AY WIL4DOW WALL REPAIR DEIAM ats.. _EXISTING WOOD FRAMING EXIST. G)- 2X4 WOOD TOP PLATE CONTINUOUS "SIMPSON" LSTA18 WITH (14)- I Od FROM POST TO STUD _ ABOVE OR WRAPPED AROUND PLATE (2 PER POST) 6X6 WOOD POST LAP SIDING PER STRUCTURAL NOTE# "SIMPSQN" HDU2-SDS2.5 WITH (6)- SOS '/" X 2 H" AND (0- S/W' X 12" EMBED ANCHOR BOLT 2X4 P.T. WOOD BOTTOM - - _ PLATE' WITH 518" X 5 '/z"MIN. EMBED WEDGE ANCHORS AT �. 24" O.C. FOUNINGCONCRETE I'U ATION i * - EXISTING WOOD FRAMING EXIST. (3)- 2X4 WOOD TOP PLAIT, CONTINUOUS `4SIMPSON" LSTA18 WITH (14)- `1 Od EACH STUD TO STUD ABOVE Lai 0Lu Uj ui _ (J d~ � 2X4 WOOD STUDS AT 16" O:C. R-11 INSULATIONUj LAP SIRING PER Q Q —"``STRUCTURAL NOTE# z g a. Uj W 6— "SIMPSON RSP4 WITH (8)- 8d x W Z I " EACH STUD ' cc %z � C>:I cc 2X4 P.T. WOOD BOTTOM LLJ PLATE WITH 5/8" X 5'/x" MIN. > EMBED WEDGE ANCHORS AT 24" O.C. z W I 1 EXISTING CONCRETE Q N I) a t FOUNDATION nts... i t E MAR ttt___...... UL WELCH IC. MECHANICAL x ELECTRICAL * CIVIL ENGINEERING 1984 S, ILTMoRE SgT. SUITEM�# 1 14 PO SAINT L.UCIE, 9, -L 8 984 PHONE; EMAIL (77 ) 78S - 9888 P RLCHINC@AOL,COM PAUL WELCH P.E. FL, RED. No. 29945