705 Atlantic Blvd, Unit 32 - COMM22-0018 Structural PlansS1.0STRUCTURALPLANSHEET INDEXS1.0 STRUCTURAL PLANSD.1 DETAILS
ZINN ARCHITECTURE
1022 PARK ST #407
JACKSONVILLE, FL 32204DESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769304-07-2022AKRXN21-1146DUVAL COUNTY
ATLANTIC BEACH, FL32233
705 ATLANTIC BLVD
MAKENU CHOCOLATE EXPANSIONTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.04-07-2022130(ULT)/ 101(ASD)BENCLOSEDMERCANTILEIINOLEVEL 20 psfIIBD4.5C&C DESIGN PRESSURES (ASD)LOCATIONAREA(SF)INTERIOR ZONE 4(psf)END ZONE 5(psf)WALLS,WINDOWS, &DOORS10 +18.23 -19.77 +18.23 -24.4020 +17.40 -18.95 +17.40 -22.7650 +16.32 -17.86 +16.32 -20.59100 +15.50 -17.04 +15.50 -18.95200 +14.68 -16.22 +14.68 -17.311000 +13.59 -15.14 +13.59 -15.14ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTMASONRY1. ALL MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH AND SHALL BECONSTRUCTED IN ACCORDANCE TO TMS 402 (2016)2. ALL CMU SHALL CONFORM TO ASTM C90 AND BE NORMAL WEIGHT W/ MINCOMPRESSIVE STRENGTH OF 2,000 psi (f'm = 1,500 psi)3. ALL MASONRY SHALL BE LAID IN RUNNING BOND PATTERN W/ FULL MORTAR BEDS4. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE M OR TYPE S WITH MINCOMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS.5. ALL GROUT USED IN MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITHASTM C476. GROUT SHALL HAVE THE MIN COMPRESSIVE STRENGTH OF 2,000 psi AT 28DAYS. GROUT SLUMP SHALL BE BETWEEN 8"-11"6. STEEL REINFORCING FOR MASONRY SHALL COMPLY WITH ASTM 615 DEFORMED BARSAND HAVE A MINIMUM YIELD STRENGTH OF 40,000 psi (GRADE 40)7. ALL MASONRY WALL CELLS CONTAINING VERTICAL REINF SHALL BE GROUT FILLEDSOLID8. PRE-CAST LINTELS SHALL BE PROVIDED ABOVE ALL OPENINGS, TEMPORARYSHORING SHALL BE PROVIDED BY CONTRACTOR FOR ALL LINTEL SPANS 6FT ORGREATERDESIGN CRITERIAGENERAL NOTESTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - BUILDING, 7TH EDITION (2020)- FLORIDA BUILDING CODE - EXISTING BUILDINGS, 7TH EDITION (2020)- ASCE/SEI 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH) EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATIONSNOW ( Cd = 1.15)GROUND SNOW LOAD (pg)SEISMIC ( Cd = 1.60)RISK CATEGORYSEISMIC DESIGN CATEGORY (SDC)SITE CLASSRAIN LOAD DATARAIN INTENSITY, i (IN/HR)WATERPROOFING1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALLCOVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/ORARCHITECT OF RECORD. ROOF LOADING (Cd = 1.25)TC LLTC DLBC LLBC DLSHINGLE/METAL 20 psf7 psf10 psf * 5 psfTILE20 psf15 psf10 psf *5 psf* BC LL NON-CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTICAREAS W/ STORAGEDEFLECTION CRITERIAROOF: LL L/240TL L/180WALLS: WIND L/360 (STUCCO)WIND L/240 (BRITTLE)WIND L/180 (FLEXIBLE)
EXISTING CONVENTIONALLY
FRAMED ROOF TO REMAIN
EXISTING CONVENTIONALLY
FRAMED ROOF TO REMAIN EXISTING NON-LOADBEARING WALLS TO BEREMOVED, TYP WHERESHOWNEXISTING CONVENTIONALLY
FRAMED ROOF TO REMAIN
EXISTING CONVENTIONALLY
FRAMED ROOF TO REMAIN NEW OPENING INEXISTING WALLA1SD.1NEW OPENING INEXISTING WALLA1SD.1EXISTING NON-LOAD BEARINGWALL TO BE REMOVEDLEGEND & SYMBOLSScale: 1/4"=1'-0"1ST LEVEL FRAMING PLAN - DEMO1.0Scale: 1/4"=1'-0"1ST LEVEL FRAMING PLAN - PROPOSED1.11. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES**NEW OPENING IN EXISTINGLOAD BEARING CMU WALLNEW OPENING IN EXISTINGLOAD BEARING CMU WALLNEW OPENING IN EXISTINGLOAD BEARING CMU WALLINTERIOR NON-LOADBEARING WALLS FRAMEDPER CONTRACTORINTERIOR NON-LOADBEARING WALLS FRAMEDPER CONTRACTOREXISTING NON-LOADBEARING WALLS TO BEREMOVED, TYP WHERESHOWNNOTE: IF EXISTING MASONRY IS FOUNDTO BE SOLID-FILLED ABOVE PROPOSEDOPENING, NO STRUCTURAL REPAIRREQ'D, REMOVE MASONRY TO FORM NEWOPENING AS REQUIRED.NOTE: IF EXISTING MASONRY IS FOUNDTO BE SOLID-FILLED ABOVE PROPOSEDOPENING, NO STRUCTURAL REPAIRREQ'D, REMOVE MASONRY TO FORM NEWOPENING AS REQUIRED.Adam K RussellDigitally signed by Adam K Russell Date: 2022.04.07 07:36:16 -04'00'By Toni Gindlesperger at 4:39 pm, Apr 15, 2022
SD.1 DETAILSA1ZINN ARCHITECTURE
1022 PARK ST #407
JACKSONVILLE, FL 32204DESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769304-07-2022AKRXN21-1146DUVAL COUNTY
ATLANTIC BEACH, FL32233
705 ATLANTIC BLVD
MAKENU CHOCOLATE EXPANSIONEXISTING CMU TO BEREMOVED BELOW EXISTINGBOND BEAM/TIE-BEAM @HATCHED LOCATION, SEEPROPOSED ELEVATION DETAILEXISTING CMU TOREMAIN, TYPMAX 6'-0" CLEAR SPANAAEXISTING BONDBEAM/TIE-BEAM ABOVENEW OPENING TO REMAINEXISTING BONDBEAM/TIE-BEAM ABOVENEW OPENING TO REMAIN·NEW 2L6"x4"x12" (LLV) A36 STEELANGLE @ EACH NEW OPENING,MIN 4" BEARING TYP·FASTEN ANGLE TO EXISTINGCMU W/ 12"Ø THRU-BOLTS W/NUT & WASHER @ MAX 24" OCSECTION A-ANEW STEEL LINTELEXISTING CMU TOREMAIN, TYPDEMO ELEVATIONPROPOSED ELEVATION·NEW 2L6"x4"x12" (LLV) A36 STEELANGLE @ EACH NEW OPENING,MIN 4" BEARING, TYP·FASTEN ANGLE TO EXISTINGCMU W/ 12"Ø THRU-BOLTS W/NUT & WASHER @ MAX 24" OCMIN 4" BEARING TYPEXISTING BONDBEAM/TIE-BEAM ABOVENEW OPENING TO REMAINMIN 4" BEARING TYPNEW OPENING ELEVATIONEXISTING CMU TOREMAIN, TYPEXISTING BONDBEAM/TIE-BEAM ABOVENEW OPENING TO REMAINSAWCUT & REMOVE HATCHEDAREA, REMOVE NEW FRONTOPENING AREA + 8" ABOVEOPENING + ADDITIONAL MIN 4"@ EACH ENDEXISTING CMU WALLF.F.ETOP OF OPENINGTOP OF WALLNOTE: MASONRY WALL MAYREMAIN BELOW ANY ADDEDWINDOW OPENING. ADD PRE-CASTMASONRY SILL AS NEEDEDNEW OPENINGMIN 25" LAP MIN 4" BEARINGMAX 6'-0" CLEAR SPANMIN 4" BEARINGMIN 25" LAP
F.F.EINFILL OPENING W/ CMUBLOCK AND FILL SOILD W/NO.5 VERTICALDRILL & EPOXY #5 DOWEL INTOEXISTING FTG W/ MIN 6"EMBEDMENT @ EACH ENDNOTE: MASONRY WALL MAYREMAIN BELOW ANY ADDEDWINDOW OPENING. ADD PRE-CASTMASONRY SILL AS NEEDEDTOP OF OPENINGTOP OF WALLDRILL & EPOXY #5 DOWEL INTOEXISTING BOND BEAM W/ MIN 6"EMBEDMENT @ EACH ENDNEW CMU LINTEL OPTIONORSTEEL LINTEL REINFORCEMENT OPTIONNOTE: IF EXISTING MASONRY IS FOUNDTO BE SOLID-FILLED ABOVE PROPOSEDOPENING, NO STRUCTURAL REPAIRREQ'D, REMOVE MASONRY TO FORM NEWOPENING AS REQUIRED.NOTE: IF EXISTING MASONRY IS FOUNDTO BE SOLID-FILLED ABOVE PROPOSEDOPENING, NO STRUCTURAL REPAIRREQ'D, REMOVE MASONRY TO FORM NEWOPENING AS REQUIRED.THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.04-07-2022