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Home My WebLink AboutAPPROVED REVISION, Concerte work 11_25_2020 OFFICE USE ONLY: DATE FILED: PERMIT# REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 6585 North US 1 Fort Pierce, Florida DETAILED DESCRIPTION OF PROJECT REVISIONS: Concrete Work CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: 1514901 ST. LUCIE CO CERT. #: 26097 BUSINESS NAME: Mohr Development Group, Inc. QUALIFIERS NAME: Joseph M.Mohr ADDRESS: 207 East Magnolia Street CITY: Arcadia STATE: Florida ZIP: 34266 PHONE(DAYTIME): 863-244-9008 FAX: OWNERIBUILDER INFORMATION: NAME: Thelma Motel, LLC ADDRESS:465 Russe Road CITY: Ft.Pierce STATE: Florida ZIP: 34946 PHONE (DAYTIME: 772-473-1518 FAX: ARCHITECTIENGINEER INFORMATION: NAME: Mills,Short&Associates ADDRESS: 100 S 2nd Street Suite 209 CITY: Ft. Pierce STATE: Florida ZIP: 34950 PHONE (DAYTIME): 772-226-7282 FAX: SLCCC: 9123109 Revised 06130117 GENERAL NOTES: 7. ALL 8"EXTERIOR CMU WALL SHALL BE REINFORCED WITH#5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF N 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION GROUTED CELL.PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING m 2. THE DESIGN&CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH AT 16'O.C.IN ALL NEW WALLS.PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24'WIDE&AT CORNERS&INTER-SECTIONS OF THE 2017 FLORIDA BUILDING CODE(BTH EDITION),LATEST EDITIONS OF ACI 318, Z o NCMA,NATIONAL FOREST PRODUCT ASSOC.,NDS,TPI,AND ANY OTHER WALLS.CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE m NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BDQY OF WORK. THAT CELLS TO BE GROUTED LINEUP PROPERLY,PROVIDING A MINIMUM CLEAR V) bi 0- AREA OF 10 SQUARE INCHES&MIN.CLEAR DIM.OF 3"PROVIDE SAW-CUT (u w 3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. cy CLEAN-OUT HALE IN BOTTOM COURSE 8,REMOVE MORTAR DROPPINGS FROM •✓1--� 8� CELLS AT END of EACH oay.PROVIDE FOOTING DOWELS To MATCH WALL DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE (p M REINFORCING SIZE&SPACING.LAP SPLICE REINFORCING 48 BAR DIA.(OR AS SHOWN ON PLANS)&TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO 1. RISK CATEGORY: II PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. 2. CODE REFERENCES: 2017 FLORIDA BUILDING CODE(6TH EDITION) TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. V) d ASCE 7-10 Z.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL,INSTALL 1 BAR ON THE V) o 3. BUILDING DESIGN: ENCLOSED INTERIOR FACE OF THE WALL&1 BAR ON THE EXTERIOR FACE OF THE WALL, ui o 4. MEAN ROOF HEIGHT: c=15.0' 2"FROM THE EXPOSED FACE OF THE BLOCK. N ^' 5, ROOF PITCH: 0.25112 DEGREES(V.I.F.) 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE w a w 6, GCpl: L 0.18 TOP OF ALL WALLS AND AT JOIST BEARING. ^ \ 3 7. WIDTH OF END ZONE: A-4.D' 8.1. BOND BEAM TO HAVE A MINIMUM OF(2)#5 BARS OR(1)#7 BAR TOP AND S. WIND SPEED: 160 MPH(Vukt 3-SECOND GUST BOTTOM(UNLESS OTHERWISE NOTED). I- 124 MPH(Vasd)3-SECOND GUST 8.2. H-BLOCK 71E BEAM STEEL TO STOP 8"FROM CORNERS WITH(1)#5 CORNER i N" 9. WIND EXPOSURE: C BAR(OR 1#1)TOP&BOTTOM 32"MIN.LAP. 5 10. ADJUSTMENT FACTOR: 1.21 9, VERTICAL REINFORCEMENT STEEL TO HAVE A V2"MIN.CLEARANCE FROM O a cv 11. SUPERIMPOSED LOADS: MASONRY. g LL N FLOOR(DEAD) 20 PSF 10. GROUTED CELLS SHALL NOT EXCEED A 17 CONTINUOUS POUR. °T FLOOR(LIVE) 40 PSF 11. PROVIDE"CAST-CRETE'(OR APPROVED EQUAL)PRECAST CONCRETE LINTELS AT WALL 55 PSF ALL MASONRY OPENINGS,UNLESS NOTED OTHERWISE. N m 12. SHEAR WALLS WERE CONSIDERED 12. ANY EPDXY SHOWN SHALL BE EITHER"HILTI HIT RE 500"WITH"HAS-E"THREADED IJI y¢ iu 13. A CONTINUOUS LOAD PATH WAS PROVIDED RODS FOR MASONRY OR"SIMPSON XPW WITH THREADED ROD. Fi pp4 14. COMPONENT&CLADDING DETAILED ALL THREADED ROD HOLES TO BE 1/8"DIA.LARGER THAN REINFORCING STEEL OR p N 15, MINIMUM SOIL BEARING PRESSURE IS 2.000 PSF PRESUMPTIVE THREADED ROD FOR EASE OF INSTALLATION. a CONCRETE NOTES: FOUNDATION NOTES: 1 301"SPEC"SPECIFICATION OR STRUCTURAL CONCRETE FOR BUI DIINGS E WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS ACI 318 I 1. SOIL TO NEC COMPACTED ASTM T AT LEAST EF T 95 O F MAX DRY DENSITY AS ,��..,yy1 y�I r �!1 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. DET2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL 2. STRUCTURAL ATTAIN A MINIMUM SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 BEARING PRESSURE OF 2,000 PSF. \\ •° V�� f AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. ''+v�,•• V./ •• 3. CONCRETE,WHEN PLACED,SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS SEAL ONE INCH. �•• to L� 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES • r 8 GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL _ - SEAMS AND CUT-OUTS, 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 5TEEL-IWELDED WIRE MESH TO CONFORM TO ASTM A-185 y',� • 5.1. PROVIDE CHAIRS AND BOLSTERS Q 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET(IF EXPOSED TO EXTERIOR ELEMENTS) ��VOs•.,� •��±_• ` 5.2. ENSURE MESH IS EMBEDDED 1"FROM THE TOP OF THE SLAB. LAP JOINTS AT I _I/•• ••.., - W&TIE. EXISTING TIE-BEAM OR 6 WELDED WARE FABRIC SHALL BE[off IN A O G.EACH WITH ASTM A-185 AND SHALL BE DOUBLE BOND BEAM, 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: T.1. CAST AGAINST EARTH: 3- 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" 7.3. FORMED SURFACES: 1" 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE 0 ■ ■ r w APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS 4 ■ INVOLVED. #5 VERTICAL BAR IN 9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FULLY GROUTED CELL OPENING DETAIL-VS-1 FOR LOCATION OF ALL EMBEDDED ITEMS,SUCH AS PIPE SLEEVES,ANCHOR w (EA.SIDE OF OPENING) BOLTS,ETC PRIOR 70 PLACING CONCRETE. 4 _ •- F- 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND L w EXISTING OPENING lL SPLICED WITH q FULL 0 INCH LAP. PROVIDE CORNER BARS. a � � - 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX.SPACING OF 20 FEET q ON CENTER EACH WAY OR 400 S.F.AND AT ALL RE-ENTRANT CORNERS. SAW CUT EXISTING SILL,V.I.F. LL w SHALL BE 114OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES. AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS m (WHICH IS NOT UNCOMMON) • _ 4 ■ -3n 17 CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE WN'LARGE U a :E AGGREGATE."PEAROCK'IS NOT PERMITTED FOR SLABS. ❑ g 13. CONCRETE PORCH OUTRIGGERSi;r ,EXTERIOR FORMED AND POURED COLUMNS, NOTE: EXISTING FILLED CELL,V.I.F. chi N v AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI-S EXISTING FOUNDATION L¢ j CORROSION INHIBITOR AT THE RATE OF 2-112 GALLONS PER YARD. CONCRETE AND SLAB TO REMAIN co 0 .0 SHALL HAVE A MAX.WIC RATIO OF 0.04 AND A MIN.DESIGN STRENGTH OF 5000 -� Q0= m PSI @ 28 DAYS. NOTE: ■ PROVIDE VERTICAL#5 BAR O O Ul m + EXISTING CMU,V.LF. AT ALL CORNERS,EA.SIDE OF WINDOWS w. w 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. - N 14. ALL CONCRETE THAT IS ALTERED(WATER,ADDITIVES,ETC)SHALL BE TESTED TO • &DOORS&@ 6'Q.C.MAX. O)w ¢ m ENSURE STRENGTH REQUIREMENTS ARE MET. _ a 15. TERMINATE ALL VERTICAL REINFORCING ATTHE TOP ANDSOTTOM WITH IU'ACI a ®EXISTING WALL TOREMAIN "pa a co HOOKS. #5 VERTICAL BAR ■ _ 16. SOILS SHALL BE TREATED. DOWEL&EPDXY INTO NEW WALL(CMU) Z ED -' EXIST.FOUNDATION 6' OPENING DETAIL-715-1 CO O CONCRETE MASONRY NOTES: MIN.EMBEo(EA.s1oE LLLu a GF OPENING) _ C] 1. NOTE:ALL DIMENSIONS ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 + TO BE VERIFIED IN FIELD O co FOR LOAD BEARING CONCRETE MASONRY. EXISTING SLAB? a- ■ 1.1. MIN.PRISM STRENGTH OF 1,900 PSI W1318'MORTAR JOINTS. O FOUNDATION,V.LF. Z 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR co 2 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE"DUR-O-WALL"TRUSS TYPE F] r¢ ❑ REINFORCING IN EVERY OTHER COURSE(16"O.C-) z Lu > a 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. m z U 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, ■ m €Lu o PROVIDE DOVETAIL ANCHORS FORTHEFULL HEIGHT OF THE COLUMNS- 19 ■ 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM W"ACI 530.11ASCE anw 20aND d T-10lTMS 602.SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 5301ASCE 7-101TMS 402,BUILDING CODE REQUIREMENTS FOR MASONRY tvl7rzoza STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTMC-90 BLOCK OPENING REINFORCEMENT DETAIL WINDOW STRUCTURAL PLAN sH�No WITH TYPE M OR 5 MORTAR COMPLYING TO ASTM G-270. MASONRY UNITS SHALL 5.1 SCALE:V2 1'-B" SCALE:3115"=1'-0" HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,fl0U PSI ON THE NET AREA.