1732 SEA OATS RES22-0258 _Debelen_Residence_ENG DWGS.RAISE FLOOR WITH 2X8 SYPPT JOISTS AT 16" O.C. WITH (2)LAYERS OF 34" OSB ON TOP.ROOF:LIVE LOAD: DEAD LOAD:CEILING:LIVE LOAD:LIVE LOAD-STORAGE:DEAD LOAD:FLOOR:LIVE LOAD:DEAD LOAD:DECK LIVE LOAD:WIND LOADS:WIND SPEED:EXPOSURE:IMPORTANCE:BUILDING CATEGORY:ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT:ROOF PITCH:LOAD TABLECONCRETE NOTES1. CODES USED: 2020 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS,APA AND ASCE7-16.2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITHSECTION 301.1.2 OF THE EXISTING BUILDING CODE.3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES ANDAUTHORITIES HAVING JURISDICTION OVER THE WORK.4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCINGCONSTRUCTION.5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDETO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORTSHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THISSTRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY.7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OFWORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING ORELECTRICAL WORK.8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONSAND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNINGNEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEENCONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALLTEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURESNECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGNADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2020 FLORIDA BUILDING CODE, AND THENATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDEDEQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOTAPPARENT.4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED.5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.7. DIMENSION LUMBER7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSONSTRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERSSHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS.8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW:8d = 0.131" x 2-1/2"10d = 0.148" x 3"12d = 0.148" x 3-1/4"16d = 0.162" x 3-1/2"9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THEFOOTING DETAILS SHEET.10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.20.0 PSF7.0 PSF 0.0 PSF 30.0 PSF 5.0 PSF 40.0 PSF 10.0 PSF 50.0 PSF130 MPHC 1.0 II 0.18N/ACOMPONENT AND CLADDINGDESIGN PRESSURESGENERAL NOTESFRAMING NOTES1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHEREMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPOXY OR EPOXYGROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.2. MANUFACTURER'S DATA FOR ALL EPOXY AND EPOXY GROUT SHALL BE SUBMITTED TO THEENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPOXY PRODUCTS ARE:HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL.IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONSAND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL INACCORDANCE WITH APPLICABLE SAFETY LAWS.3. ALL EPOXY AND EPOXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000PSI AND TENSILE STRENGTH OF 2,300 PSI.4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THEDIAMETER OF THE STEEL MEMBER BEING INSTALLED.5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TOINSTALLATION OF EPOXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH ASLAITANCE, DUST, DIRT, AND OIL.6. CONTRACTOR PERFORMING EPOXY WORK SHALL BE AN APPROVED CONTRACTOR BY THEMANUFACTURER FURNISHING THE EPOXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVEYEARS EXPERIENCE IN THE VARIOUS TYPES OF EPOXY RELATED WORK REQUIRED IN THISPROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THETRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TODO THE WORK.EPOXY NOTESEFFECTIVEAREA, SFEND ZONES, PSFINTERIOR ZONES,PSF0-2024.4-32.0-26.620-50 22.9 -28.8-25.350-100 21.6-27.2-24.0-22.9-24.420.8100-20024.422.921.620.81. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURALCONCRETE".2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150,TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 112" INCHES FOR FOUNDATIONS, AND 34" FOR ALL SLABS AND SHALLCONFORM TO ASTM C33.3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER ANDTERMITE TREATED SOIL.5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANYOTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITYFOR TWO FEET BELOW THE BOTTOM OF THE FOOTING.6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETEREINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACEIN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT".7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FORMECHANICAL TRADES BEFORE CONCRETE IS PLACED.8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER ISGREATER.9. CORNER REINFORCEMENT SHALL BE LAPPED 25".10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT.11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USEDFOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACTTHE ENGINEER OF RECORD.12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILLEXCEED SIX (6) COURSES IN HEIGHT.13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BEFILLED.SHEET INDEXS1.01S2.01S3.01GENERAL NOTESFOUNDATION PLAN AND DETAILSFRAMING PLAN AND DETAILSFRAMING DETAILSFOR WALL SHEATHING:1. FOR STUCCO AND STONE: MIN 1532" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLEDVERTICALLY, OR MIN 716" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TOWALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.2. FOR ALL OTHER VENEER: MIN 716" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLEDVERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE,12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANELEDGES).3. FOR CURVED WALLS: TWO (2) LAYERS OF 14" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ONEDGE AND 12" O.C IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24"MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT.FOR ROOF SHEATHING:1. FOR SHINGLE AND METAL ROOF: MIN 716" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLEDPERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGE,12" O.C. IN FIELD.2. FOR TILE ROOF: MIN 1532" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOFFRAMING. FASTEN WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITHSTAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELDCONDITIONS, BLOCK PANELS AT 12" O.C.FOR FLOOR DECKING:1. MIN 34" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOORFRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 ANDMINIMUM 34" THICKNESS.FOR PORCH CEILING SHEATHING:1. MIN 38" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING.FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.SHEATHING NOTES1. ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHERWITH 12d COMMONS AT 8" O.C.2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX.8 FTBEARINGCONDITIONEXTERIOR WALL STUD SPACINGSTUD SIZE AND GRADEONESTORYTWOSTORY2X4 SPF STUD9 FT10 FT11 FT12 FTBRITTLE FINISHWALL HEIGHT (L/360)16128 FT 9 FT 10 FT11 FT 12 FT16 16FLEXIBLE FINISHWALL HEIGHT (L/120)2X4 NO.2 SPF161216 1612162X6 SPF STUD GRD OR NO.216 16 1616 16 16 16 1616 162X4 SPF STUD2X4 NO.2 SPF2X6 SPF STUD GRD OR NO.21612161216121216 1616 16 1616 16 16 16 1616 16NOTESMASONRY NOTES1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDINGCODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FORMASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE.2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVESTRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N-II3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALLCONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENTSHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED 58". FULL BEADAND HEAD JOINTS SHALL BE USED.4. MASONRY GROUT SHALL CONFORM TO ASTM C476. f'c OF GROUT SHALL BE 3000 PSI MIN. THEMAXIMUM AGGREGATE SIZE SHALL BE 38" GRADED TO PRODUCE FINE GROUT IN CONFORMANCEWITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES.5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIALAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATEREINFORCING IN CELLS.6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRYCONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL ANDCONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN INPLACE UNTIL THE STRUCTURE IS COMPLETE.7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. ANDSHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTMA82, SPACED AT 16" O.C. VERTICAL MAX.8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOMCELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANYMATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICALSTEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION.9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEENINSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRYUNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS.10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE ANDREINFORCEMENT.EXISTINGSLABLIVING RM.DINING RM.GARAGEFOUNDATION PLAN1/4" = 1'-0"-EXISTINGWALLS ABOVE6'-4"
FIELD VERIFY
9'-0"FIELD VERIFY3"3"6 MIL VAPOR BARRIER8"4"INTERIOR BEARING FOOTING3/4" = 1'-0"1SEE PLANPROPOSED FOOTING.SEE PLAN FOR SIZE ANDREINF.12" #5 DOWELPLAN VIEWSEE PLANSEE PLAN
EQEQ
EQEQ6"6"A24"x24"x12" DEEP FOOTINGWITH (3) #5 BARS EACH WAYA1S1.01VERIFY ORINSTALL FOOTINGTYP.S1.01GENERAL NOTES
FOUNDATION PLAN
AND DETAILS
Jacksonville Beach, FL 32250Sheet No.BY
Job Number:
APP'DDATE
REVISIONS
No.DESCRIPTION
Date:
Approved by:
Drawn by:
Check by:
904.241.8010
C 2022 Alexander Grace Consulting, Inc.
458 Osceola AvenueGEOFFREY W. GARTNER, P.E. 59328Florida PE #59328Florida CA #2765206-07-22EFR
GWG
GWG
06-07-2022
CHRIS DEBELEN
DEBELEN RESIDENCE
1732 SEA OATS DRIVE
ATLANTIC BEACH, FL. 32233
22-10-0073
1 06-07-2022 ISSUED FOR COMMENT AND REVIEW GWG GWG
STATE OFFLORIDA No. 59328C
E
RTIFICATEENYAWYE
R
FFOEG
RENTRAGELANOISSEFORPENIGNERTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE , USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15-23.005(D) & 61G1-16.005).By Toni Gindlesperger at 2:46 pm, Sep 13, 2022By Mike Jones at 9:01 am, Sep 14, 2022
FIRST LEVEL WALL PLAN1/4" = 1'-0"-1S3.01VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OFSTUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TOSTUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTINGWITH LTT20B. USE 10d NAILS IN ALL HOLES.AFRAMING NOTES AND LEGENDTOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.STUD MATERIAL:2x No. 2 SPF, UNO.HEADERS:ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X3.5") COMMON NAILS AT 12" ON CENTER. SEE THE HEADER DETAIL FORFASTENING SPECIFICATIONS.HEADER NOTATION IS:PORCH/GLULAM BEAMINTERIOR BEARING WALLINDICATES GLAZING CLASSIFIED AS END ZONE.ALL OTHER GLAZING LOCATED ON EXTERIOR OFSTRUCTURE WILL BE CLASSIFIED AS INTERIORZONE. SEE "COMPONENT AND CLADDING DESIGNPRESSURES," ON COVER SHEET.(2) 2x6 2:1NUMBER OF PLIES IN HEADERSIZE OF DIMENSIONAL LUMBERNUMBER OF KING STUDSNUMBER OF CRIPPLE STUDSEZABBREVIATIONS:ICR INTERMEDIATE CRIPPLES REQUIRED. FASTEN EACH END OF CRIPPLE WITH SDWC15600 SCREWS.LVL 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENTMIR MIRROR.MSR MACHINE STRESS RATED LUMBER.O.C. ON CENTER.OSB ORIENTED STRAND BOARD.SIM SIMILAR.SPF SPRUCE PINE FIR.SPH STRUCTURAL PANEL HEADER.SYP SOUTHERN YELLOW PINE.TYP TYPICAL.UNO UNLESS NOTED OTHERWISE.CANT CANTILEVEROFFICEBATH-3LAUNDRYPANTRYDINING RM. 2-CAR GARAGELIVING RM. KITCHENBATH-2MASTER BEDROOMHERSMASTER BATHPWDR.HISCOV'D. ENTRYHALLWAYLUCA'S B.R.GRACE'S B.R.O8X14 CIP BEAM.SEE 2/S2.01TYP.3S3.012S3.012S3.011S3.012S3.011S3.011S3.014S3.015S3.016S3.01(2) 2X6 2:1CONCRETE BEAM TYPICAL DETAIL1/2" = 1'-0"10"0.25 Ln10.25 Ln1REINF. AREINF. D2"2"2"#3@6" O.C.0.25 Ln1REINF. CADDITIONALREINF. BADDITIONALLn1CMU COL SUPPORT.SEE PLAN.SHEAR TIES. SEE 2/S2.01.STANDARD HOOK0"REINF. D#3 STIRRUPS AT 6" O.C.AT MID-SPAN AND AT 4"O.C. AT ENDS.1'-2"8"112", TYPCIP BEAM SECTION3/4" = 1'-0"2REINF. A(2) #5REINF. E(2) #5REINF. D(2) #52"CMU COLUMN DETAIL3/4" = 1'-0"38"x16" CMU BLOCK WITH(2) #5 VERTICAL BARS INEACH CELL.FILL BOTH CELLS WITH3000 psi GROUT2"SEE 3/S2.01SEE 3/S2.01EZEZVERIFY LINTEL/BEAM PRIORTO REMOVING ARCH SECTION(3) 2X10AAFRAMING PLAN
AND DETAILSS2.01Jacksonville Beach, FL 32250Sheet No.BY
Job Number:
APP'DDATE
REVISIONS
No.DESCRIPTION
Date:
Approved by:
Drawn by:
Check by:
904.241.8010
C 2022 Alexander Grace Consulting, Inc.
458 Osceola AvenueGEOFFREY W. GARTNER, P.E. 59328Florida PE #59328Florida CA #2765206-07-22EFR
GWG
GWG
06-07-2022
CHRIS DEBELEN
DEBELEN RESIDENCE
1732 SEA OATS DRIVE
ATLANTIC BEACH, FL. 32233
22-10-0073
1 06-07-2022 ISSUED FOR COMMENT AND REVIEW GWG GWG
STATE OFFLORIDA No. 59328C
E
RTIFICATEENYAWYE
R
FFOEG
RENTRAGELANOISSEFORPENIGNERTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE , USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15-23.005(D) & 61G1-16.005).
FRAMING DETAILSS3.01EXISTING LINTEL OVER OPENING.FILL IN OPENING WITH 8" CMU UNITS.FILL CELLS WITH #5 VERTICAL BAR AND3000PSI GROUT AT ENDS OF WALL AND48" O.C.EXISTING CMU WALLS.12" LONG 1/2" THREADED ROD ASSHOWN TOP COURSE, MID-HEIGHT,AND BOTTOM COURSE, 6" EMBEDMENT.VERIFY EXISTING CELLS ARE FILLEDWITH 3000PSI CONCRETE.VERIFY OR FILL CELLS WITH #5 BARAND 3000PSI GROUT.23/4" = 1'-0"CMU FILL DETAILWOOD FILLMASONRY FILLFILL OPENING WITH:·2X8 BUCKS AROUND OPENING.FASTEN TO CMU/CONC. WITH (2)ROWS OF 316"X3" TITEN SCREWS AT12" O.C. STAGGERED.·2X8 STUDS AT 16" O.C. FASTENEACH END WITH (3) 10d TOE-NAILS.·SHEATH WALL PER TYPICALSHEATHING NOTES.VERIFY WALL AT OPENING IS SOLIDFILLED.PROPOSED OPENING1/2" = 1'-0"16'-8"#5 BAR EMBEDDED 8" INTOCONCRETE BOND BEAM AND 25"INTO FILLED CELLEXISTING CONCRETE BONDBEAML 4"X4"X3/8" ANGLE FASTEN TOEXISTING FILLED CMU CELLWITH 1/2" LAG BOTLS 24" O.CWITH (2) 1/2" LAG BOLTS ATENDS#5 BAR 25" INTO FILLED CELLAND DRILLED AND EPOXIED 8"INTO EXISTING FOOTINGVERIFY EXISTING FILLED CELL.IF NOT USE 3000PSI CONCRETEFILLED INTO CMU CELL w/ 1 #5BAREXISTING CMU WALLSEXISTING STRIP FOOTINGBELOWREMOVE BLOCK FOR NEWOPENING.TOP AND BOTTOM BEAM REINFORCEMENTTO DEVELOP INTO FILLED MASONRYCOLUMNS ON EITHER SIDE OF OPENING.USE #5 SPLICE BARS, LAPPED 30" MINIMUM.SEE S2.01 FOR BEAM DETAILS#5 BAR DRILLED AND EPOXIED WITH MIN.25" LAP AND MIN. 6" EMBED.EXISITNG MASONRY WALL.EXISTING FOOTING.FILL IN FIRST TWO CELLS ON BOTH SIDESOF OPENING WITH (2) #5 BAR IN EACH CELLAND 3000 PSI CONCRETE. SEE 3/S2.01 FORCMU COLUMN DETAILS.CAST IN PLACE BEAM OVER OPENING.SEE FRAMING PLAN.33/4" = 1'-0"CELLS FILL-IN AT NEW OPENINGTYPICAL WALL SECTION3/4" = 1'-0"4(2) 2x NO. 2 SYP TOP PLATE2X NO. 2 SYP PT BOTTOM PLATE.2X STUDS. SEE STUD TABLE FORSIZE AND SPACING.EXISTING FOOTING..38" ALL THREAD CONNECTORS. SEEALL-THREAD NOTES FORINSTALLATION SPECIFICATIONS,SPACING AND EMBEDMENT.AT ROOFAT FOUNDATION1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOORSHEATHING SPECIFICATIONS.2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O.C.STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP.3. APPLY 1/2" ANCHOR BOLTS OR TITEN ANCHORS ATEACH SIDE OF BOTTOM PLATE SPLICES.* ALTERNATE HURRICANE TIE-DOWNS*·TOP PLATE TO STUD: SDWC15600AT 32" O.C.·STUD TO BOTTOM PLATE:SDWC15450 AT 32" O.C.·STUDS TO BEAM OR STUDSBELOW WITH MSTA48 AT 32" O.C.EXISTING ROOF TRUSS. FASTEN TONEW WALL WITH H2.5A.NEW HEADER. SEE PLAN FOR SIZE,KINGS AND CRIPPLES.EXISTING TOP PLATE TO REMAIN.1/2"X6" TITEN HD SCREWS NOFURTHER THAN 3" AWAY FROMCRIPPLE STUDS.EXISTING FOOTING TO REMAINTOP PLATE TO HEADER:SSP AT 16" O.C.CRIPPLES TO HEADER: MSTA18WITH (6) 10d IN HEADER, (8) 10d INCRIPPLEKING STUDS TO TOP AND BOTTOMPLATE WITH SSP.TYPICAL HEADER FRAMING DETAIL1/2" = 1'-0"5EXISTING TRUSS TO REMAIN.2X10 SCAB AT FRONT FACE OF EXISTING TRUSS.FASTEN SCAB TO EACH INTERSECTING TRUSSMEMBERS WITH (2) ROWS OF SDWC15450SCREWS AT 6" O.C. MIN (4) SCREWS.EXISTING WALL FRAMING/NEW FOYER BEAM.EXISTING TRUSS MEMBERSTO BE CUT AND REMOVED.EXISTING WALL FRAMING.63/4" = 1'-0"SECTION AT VAULT2X10 SCAB AT BACK FACE OF EXISTING TRUSS.FASTEN SCAB TO EACH INTERSECTING TRUSSMEMBERS WITH (2) ROWS OF SDWC15450SCREWS AT 6" O.C. MIN (4) SCREWS.2X4 SCAB AT FRONT FACE OF EXISTING TRUSS.FASTEN SCAB TO TRUSS VERTICAL WITH (2)ROWS OF SDWC15450 SCREWS AT 6" O.C. MIN(4) SCREWS.12" PLYWOOD GUSSET ON TOP OF FRONT SCABS.FASTEN WITH (2) ROWS OF 10d X 1 12" NAILS AT 3"O.C. TO ALL INTERSECTING MEMBERS"Jacksonville Beach, FL 32250Sheet No.BY
Job Number:
APP'DDATE
REVISIONS
No.DESCRIPTION
Date:
Approved by:
Drawn by:
Check by:
904.241.8010
C 2022 Alexander Grace Consulting, Inc.
458 Osceola AvenueGEOFFREY W. GARTNER, P.E. 59328Florida PE #59328Florida CA #2765206-07-22EFR
GWG
GWG
06-07-2022
CHRIS DEBELEN
DEBELEN RESIDENCE
1732 SEA OATS DRIVE
ATLANTIC BEACH, FL. 32233
22-10-0073
1 06-07-2022 ISSUED FOR COMMENT AND REVIEW GWG GWG
STATE OFFLORIDA No. 59328C
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RTIFICATEENYAWYE
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RENTRAGELANOISSEFORPENIGNERTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE , USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15-23.005(D) & 61G1-16.005).