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HomeMy WebLinkAboutSite PlanREVISIONS FORT PIERCE FLORIDA KOLANO TRIPLEX REPAIRS ` 808 Shorewinds Drive -< Fort Pierce, Florida October, 2019 ® �q �'eao--u�:-_�YEpasnofewtfaaame'. ` O SCOPE OF WORK< • Remove and replace south wall • Remove and replace eyebrow roof cover and sheathing . p • Remove and replace front wall sheathing • Remove and replace post bases on north porch LOCATION MAP SITE SHEETINDEX SHEET NO.DESCRIPTION Cl COVER 000® G1 NOTES 00 Al EXISTING BASIC LAYOUT, GENERAL PLAN, O ELEV&NS S1 DETAILS e S2 DETAILS AND TYPICAL WALL SECTION o � ''!!� y r L`UCIE O�NT7Y BU DING DN SI) ONE REVIEWED FOR COM O �U REVIEWED BYj� DATE BE KEPT ON 30B pIANS AND PERMIT SITE OR NO INSPECTIONS) WILL BE MADE C-1 06/12/20 REVISIONS NOTES. MINIMUM 6 VAPOR BARRIER. 13. VERTICAL REINFORCING IN CONCRETE COLUMNS OR FILLED BLOCK CELLS SHALL BE ANCHORED WITH UPSET BARS GENERAL SET IN THE CONCRETE FOUNDATION AND THE VERTICAL REINFORCING LAPPED 36 DIAMETERS CONTINUOUS TO THE 1. CONTRACTOR SHALL VERIFYALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO STEEL IN THE TIE BEAM. CONSTRUCTION. 14. CONCRETE FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO EXCEED 8 FT. IN HEIGHT", AND 2. CONSTRUCTION SHALL COMPLETED TO THE CURRENT BUILDING CODES AS REQUIRED BY BUILDING OFFICIAL SHALL BE CONSOLIDATED AT THE TIME OF PLACEMENT, BY RODDING OR VIBRATING. PROVIDE KNOCK -OUTS AT THE 3. APPLY EXTERIOR STUCCO COATING IN ACCORDANCE WITH ASTM C-926 BASE OF THE BLOCK WALL TO ALLOW FOR VISUAL VERIFICATION OF COMPLETELY FILLED CELLS. 4. CONCRETE, MORTAR, AND GROUT SHALL BE PROPERLY AND ADEQUATELY CONSOLIDATED 15. CONCRETE SLAB SHALL BE FINISHED LEVEL AND TRUE TO THE ELEVATIONS OR SLOPES GIVEN ON THE PLANS. m W 5. STRUCTURAL EPDXY SHALL BE SIMPSON STRONG -TIE SET-XP. HILTI HIT -RE 500 V3, OR APPROVED EQUAL. 16. PLUMBING PASSING UNDER OR THROUGH A FOOTING SHALL BE ENCASED IN A PIPE 2 SIZES LARGER THAN THE n e a PLUMBING PIPE. STRUCTURAL 17. SEE DRAWING FOR FOR UNDERGROUND PLUMBING AND MECHANICAL CHASES FOR LOCATIONS. ti 1. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. 18. FOR INSTALLATION OF GROUND ROD, SEE TYP. CONC. ENCASED ELECTRODE. e jaa Q $ e E FOUNDATION TIMBER A e W sew E 1. FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL THAT IS FREE FROM ORGANIC DEBRIS. 1. SUBMIT TRUSS SHOP DRAWINGS SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR REVIEW ICI ggg E U PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTIONS (DL & CONCRETE LL AND DL & WL) AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUST INSTALLATION. DESIGN OF ROOF 1. ALL REINFORCING SHALL CONFORM TO THE CODES OF STANDARD PRACTICE AND THOSE ADOPTED BY THE TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF THE DESIGN WIND LOAD BASED ON THE F.B.C. REINFORCING STEEL INSTITUTE, LATEST EDITION. 2. PLYWOOD SHALL BE MIN. OF 5/8' COX SPAN RATED STRUCTURAL SHEATHING, INSTALLED PERPENDICULAR TO 2. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615 GRADE 60 (FY = 60 KSI). THE FRAMING WITH 10d RING SHANK NAILS 4' O.C. AT PANEL EDGES AND 8' O.C. IN THE FIELD. PROVIDED 2'X4' BARS ARE TO BE FREE OF RUST, MILL SCALE, PAINT, OR OTHER COATINGS THAT WILL REDUCE BONDING. BLOCKING AT PANEL EDGES AND HIPS / VALLEYS. SPACE NAILS AT 4' O.C. AT BLOCKING. 3. REINFORCING STEEL LAP SPLICES SHALL BE MINIMUM 24' FOR #4, 30' FOR #5, AND 36' FOR #6. CONTACT 3. ALL NAILS AND METAL HARDWARE EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED OR EXTERIOR RATED. ENGINEER FOR LAP SPLICE LENGTH FOR OTHER BAR SIZES. SPACE NAILS IN STRAPS SO AS TO NOT SPLIT WOOD. 4. ALL WELDED WIRE FABRIC SHALL BE ASTM A-185. ALL WELDED WIRE FABRIC SHALL BE LAPPED 2 (TWO) FULL 4 THE MINIMUM LUMBER GRADES SHALL BE SOUTHER YELLOW PINE #2 OR BETTER. G MESH PANELS AT SIDES AND ENDS AND BE WIRED TOGETHER. A MINIMUM OF TWO 3' (THREE FOOT) WIDE LAYERS 5. ALL EXPOSED TIMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ARE REQUIRED AT ALL PERIMETER THICKENED EDGE SLABS. V t7 5. ALL REINFORCING SHALL BE DETAILED, SPACED, LAPPED AND SECURED IN PLACE PER ACI 315 AND ACI 318. L = 6. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: DESIGN CRITERIA v -XO >$= e vI IL r STRUCTURAL COMPONENT MINIMUM CLEAR COVERAGE ASCE 7-10. FBC 2017 C o `m ULTIMATE WIND SPEED, VOLT 160 MPH FOOTINGS (AGAINST EXPOSED EARTH) 3 INCHES EXPOSURE 'D' FOOTINGS (FORMED & EXPOSED TO EARTH) 2 INCHES INTERNAL PRESSURE COEFFICIENT t/- 0.18 (ENCLOSED) SLABS (IN CONTACT WITH EARTH) 2 INCHES MEAN ROOF HEIGHT <20' m PEDESTALS (TO TIES) 2 INCHES RISK FACTOR II O ROOF PITCH 12 = COLUMNS (TO TIES ABOVE GRADE) 1 1/2 INCHES 1.0 HEIGHT &EXPOSURE COEFFICIENT BEAMS (TO STIRRUPS) 1 1/2 INCHES DESIGN LOADS (AS APPLICABLE) nDuu �oRp 7. THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS AND CONFIRM THE FOUNDATION LAYOUT AND STAKING WITH po THE SITE PLAN AND SETBACKS BEFORE PROCEEDING. FLORIDA BUILDING CODE, 6TH EDITION, 2017 000��� Q CE 00� o B. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES EFFECTED IN OR UNDER THE FOUNDATION BEFORE ROOF & CEILING LOAD TOP CHORD DEAD LOAD 20 PSF o r THE PLACEMENT OF CONCRETE. BOTTOM CHORD DEAD LOAD 5 PSF 9. ALL REINFORCED CONCRETE WORK SHALL CONFORM TO THE CODES OF STANDARD PRACTICE AND THOSE ADOPTED TOP CHORD LIVE LOAD 20 PSF e BY THE AMERICAN CONCRETE INSTITUTE, LATEST EDITION. BOTTOM CHORD LIVE LOAD 10. CONCRETE STRENGTH SHALL BE AT LEAST 4,000 P.S.I. IN COMPRESSION AT 28 DAYS FOR FOUNDATION, SLABS, -ATTIC WITHOUT STORAGE 10 PSFV OR1QQ. COLUMNS, CELLS FILLED O TS. -ATTIC WITH STORAGE RUSS DEAD ROOF DEAD LOAD RESISTING UPLIFT 8PSF oppppppp� ��, �p00� 11. FORMS SHALL SET TRUESECURE�TO THE DIMENSIONS SHOWN IN THE PLANS AND SHALL NOT BE REMOVED FLOOR LIVE LOAD 40 PSF UNTIL PROPER STRENGTH IS OBTAINED. FLOOR SUPERIMPOSED DEAD LOAD 25 PSF 12. SLABS ON GRADE SHALL BE 4' (FOUR INCHES) MINIMUM IN THICKNESS AND REINFORCED WITH FIBERMESH OVER A G-1 r FILE \7 1 06/12/20 REVISIONS PLAN VIEW & R SOUTH WALL WINDOW/DOOR SCHEDULE TVfE 1M191T1 MEIGX( MiTER14L MKNUFNCNPEA MWFL NOAd FLdi0l4 N3CWCT p1gRWALNUNBER OEBICNPRESSIIPE 1P5r7 PRODUCT PKESSUPErySFl SM WIIM!/ SY 6-168 VWYL pDT ylhyy P(Z1p,1 410 8M M 1. $M'MI&WI SY 6-165 VLWL PDT $N55[O iL 7 KAO d1A m IDA sxN➢yW/I Sa s.+5'C Nm MT b1l5lLO 0.$R] Kfl0 au [$D I" SNWI`SgY vY s.+bB' VMIL MT Sx5X0 Fl2g.) b.D Lu BSa a0.0 EW4lD pOCry YC Q8 F®EgDy$A TNERM.1pU RDERLI/gyC {y1pf8Lf ba d1A A.0 $TO SW➢IfDWx YY 6d FIDEgOV55 TIEPW.THU FL2L81.1 b.0 41A UD �.0 POOFObiF1i NCINW YEfNBNFBLLVIF. NCR06 Rl<00.G lw .Im UNOEnUYNLM SELPMIRiPl1 POLYCiASS VSK PoM=KT FlbtR.i & R NORTH WALL SHEATHING (ALL UNITS) & R 1st LEVEL ROOF SHEATHING & R NORTH WALL SHEATHING R & R POST BASES VARIOUS LOCATIONS OTHER UNITSJ FRONT ELEVATION L UNIT UNIT B UNIT A L REAR ELEVATION FILE �'� 11 A-1 06/12/20 REVISIONS m^^r �ml 1^^rn WALL COVERINGS NOT SHOWN FOR CLARITY. SEE TYPICAL WALL SECTION LSTA18: HEADER TO JACK STUD SINGLE JACK STUD. SINGLE KING STUD. HTT4: DOOR JAMB TO FOUNDATION 2X6 BOTTOM PLATE WITH 1/2" DIA. ANCHORS WITH 2"X2" WASHERS © 6" FROM ENDS AND 32" O.C. FOUNDATION NOTES: HTS20: ROOF TRUSS TO TOP PLATE CONNECTION SP6: TOP PLATE TO STUD 2X6 @ 16" O.C. STUD LSTA18: HEADER TO JACK STUD DOUBLE JACK STUD. SINGLE KING STUD. 2X6 SILL WITH 2X6 CRIPPLES SP6: SILL TO CRIPPLE SP6: CRIPPLE/STUD TO BOTTOM PLATE HTS 20 @ 48" O.C.: BOTTOM PLATE TO FLOOR TRUSS FLOOR TRUSS FROM TRUSS MANUFACTURER TO MATCH EXISTING. HTS 20 @ 48" O.C.: FLOOR TRUSS TO TOP PLATE HEADER: 2X12 WITH 1/2" PLYWOOD FILLER 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. 3. SIMPSON STRONG -TIE PRODUCTS REFERENCED. 4. ALL NAILS AND METAL HARDWARE EXPOSED TO WEATHER SHALL BE 304 OR BETTER STAINLESS STEEL. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS IN STRAPS SO AS TO NOT SPLIT WOOD. 5. THE MINIMUM LUMBER GRADES SHALL BE SOUTHERN YELLOW PINE #2 OR BETTER 6. ALL EXPOSED TIMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 7. PLYWOOD SHALL BE MIN. OF 5/8" CDX SPAN RATED STRUCTURAL SHEATHING, INSTALLED PERPENDICULAR TO FRAMING WITH STAGGERED JOINTS. 8d RING -SHANK NAILS 4" O.C. PROVIDED 2"X4" BLOCKING AT PANEL EDGES. 8. WALL FINISH PER FBC AND LOCAL JURISDICTIONAL REQUIREMENTS FRAME WALL \ 11 1 11 I I I Z,Z, ���i; N �„ Liv * s! - r ,->,w%, I s-1 06/12/20 .. J REVISIONS e 2X6 PT BUCK. WATERPROOFED PER FBC AND LOCAL AUTHORITY REQUIREMENTS A, �1/4-0 CORROSION RESISTANT ANCHORS WITH MIN. 1-3/4- EMBEDMENT INTO GFCMU. MIN. 3 FASTENERS PER SIDE NEW BUCKS EXTEND BEYOND THE FACE OF THE WINDOW AND DOOR FRAME AND ARE ANCHORED PER FLORIDA PRODUCT APPROVAL OR NOA. ALL INSTALLATIONS MUST COMPLY WITH F.S. 553.842 & FBC WINDOWS AND DOORS SHALL BE DESIGNED, MANUFACTURED, AND INSTALLED TO WITHSTAND A MINIMUM DESIGN WIND PRESSURE AS STATED IN PLAN AND SHALL BE IMPACT RESISTANT IN ACCORDANCE WTH THE FBC. DOOR BUCK ATTACHMENT STI SHINGL FLAE 2X6 PT BUCK. WATERPROOFED PER FBC AND LOCAL AUTHORITY REQUIREMENTS r. 1/4.0 CORROSION RESISTANT ANCHORS WITH MIN. 1-3/4- EMBEDMENT INTO GFCMU. MIN. 3 FASTENERS PER SIDE NEW BUCKS EXTEND BEYOND THE FACE OF THE WINDOW AND DOOR FRAME AND ARE ANCHORED PER FLORIDA PRODUCT APPROVAL OR NOA. ALL INSTALLATIONS MUST COMPLY WITH F.S. 553.&42 & FBC WINDOWS AND DOORS SHALL BE DESIGNED, MANUFACTURED, AND INSTALLED TO WITHSTAND A MINIMUM DESIGN WIND PRESSURE AS STATED IN PLAN AND SHALL BE IMPACT RESISTANT IN ACCORDANCE KITH THE FBC. WINDOW BUCK ATTACHMENT o a ABU44 (ABU66, ABU88 similar) EXISTING ROOF TO REMAIN ON 2ND FLOOR. 1ST FLOOR ROOF TO BE REMOVE a g AND REPLACED. FIBERGLASS SHINGLES OVER SELF-ADHESIVE MEMBRANE G yR UNDERLAYMENT ON 5/0' COX PLYWD SHEATHING. W c Pl b Y A T 2X4 PT LEDGER W/ 1/4'X3 1/4' TAPCONS 0 24' D.C. U e 2X4 LEVEL RETURN W/ (3) 12d EA END W ce ac N ed+ R g E I••I e` � 2 V1 t! $ W GYP BD Q U e SOFFIT MINIMUM INSULATION 0 A7 GYP BD, PLUMB AND LEVEL -,"",.STUCCO ON WIRE LATHE OVER VAPOR d.r BARRIER PER CODE (� V c 5/8- COX PLYWOOD SHEATHING � m m a in a c LL C 0 G O u Csm a:a ANCHORS PER FOUNDATION PLAN AND/O V L Y 0 LL STRUCTURAL DETAILS N m 0 0 SCREED / 4' CLEARANCE TO GROUDN T i • ., y..... .. .. _,_ .�T—.<.. / 2' CLEARANCE TO CONCRETE — GE s t� 0 q SMs�46b. 0• oq � 4 0 �/4EF1@Ae TYP WALL SECTION SCALE 3/4• = 1'-O- spy I S-2 06/12/20