HomeMy WebLinkAbout21-0221 360 Barraclough St 07-29-2021 E-SIGN·······SCOPE OF WORKEXISTINGDENEXISTNGBR 1EXISTINGBR 2EXISTINGBR 3EXISTINGLIVINGSCREENEDCOVEREDPORCHUNFINISHEDBEDROOMEXISTING/ DEMO FLOOR PLANUNFINISHEDM. BATHUNFINISHEDCLOSETUNFINISHEDPDR RMUNFINISHEDKITCHENUNFINISHEDLIVINGnew decorativebracketsnew hardie plank siding,trim & shuttersnew windows to matchexisting windowsWEST ELEVATIONNORTH ELEVATIONEAST ELEVATIONNEWKITCHENWINDOWNEW WINDOWNEWWINDOWNEW EGRESSWINDOW MODIFYEXISTING OPENINGNEW EGRESSWINDOWEXISTINGWINDOWEXISTINGWINDOWSCREENEDOPENINGSNEW DOORSOUTH ELEVATIONAREA OF 4"CMU BEHINDAREA OF 4"CMU BEHINDARIEL SITE PLANNEW EGRESSWINDOWSynergy,L.L.C.1835 - 20TH STREET
VERO BEACH, FL
32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
MOIA BOWLES VILLAMIZAR & ASSOCIATES
CONSULTING ENGINEERING CA #3728
RODOLFO VILLAMIZAR, P.E.
FL # 61000 \\SYNERGY\SynergyLLC\2020 Projects\013 - 2020 Boraclough\Construction Docs 7920\1 site & exist Pl.dwg, 2/23/2021 12:01:51 PM, DWG To PDF.pc3
INFORMATION PLANDIMENSION PLANEXISTINGDENEXISTNGBR 1EXISTINGBR 2EXISTINGBR 3EXISTINGLIVINGSCREENEDCOVEREDPORCHMASTER SUITEMASTERBATH PDR RMNEWKITCHENDININGROOM LNDRY W.I.C.EXISTINGBATH RMSTRUCTURAL-GENERAL NOTESDESIGN CRITERIA AND LOADS:1.WIND DESIGN:WIND SPEED (MPH) V(ADJ)=124 V(ULT)=160RISK CATEGORY IIEXPOSURE CATEGORY CENCLOSURECLASSIFICATION ENCLOSEDINTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18TOPOGRAPHIC FACTOR KZT =1.02.DESIGN LIVE LOADS:ROOF LIVE LOAD 20 PSF3.DESIGN DEAD LOADS :a.ROOF DEAD LOADS: 17 PSF4.THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURALENGINEER OF RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL,OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, ORTHAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS(ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/ ELECTRICAL OR PLUMBINGDRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE ANDANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS.PROVIDE MARKED-UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEWEQUIPMENT OR LOADS. SUBMIT PLANS TO THE ENGINEER FOR REVIEW PRIORTO INSTALLATION.GENERAL REQUIREMENTS1.PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ONINDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THESTRUCTURAL GENERAL NOTES.2.THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE"FLORIDA BUILDING CODE (FBC)", SIXTH EDITION, 2017 AND CLASSIFICATION OFWORK LEVEL "3" HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED ANDMODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).3.WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATESTEDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED.REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THECONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD.4.REFER TO THE ARCHITECTURAL, MECHANICAL(TO BE SUPPLIED BYOWNER/CONTRACTOR WITH ENERGY AND LOAD CALCULATION CONTRACTOR),ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATIONINCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR ANDWINDOW OPENINGS, NON-BEARING WALLS, STAIRS, FINISHES, DRAINS,WATERPROOFING, RAILINGS, CURTAIN WALLS, DEPRESSIONS, MECHANICAL UNITLOCATIONS, AND OTHER NONSTRUCTURAL ITEMS.5.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACYOF THE WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FORCONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FORSELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FORPERFORMING WORK IN A SAFE AND SECURE MANNER.6.IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONSPLAN/DETAILS, REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICHSHALL GOVERN. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACTDOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THEPRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TOTHE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROMTHE ENGINEER AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT INOR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FORADJUSTMENT IN THE CONTRACT PRICE.7.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OFCONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA ANDDOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH).8.THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTERAND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILSOF THE WORK. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALLDIMENSIONS.9.ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FORSPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICALDOCUMENTATION TO THE ENGINEER FOR REVIEW. ALTERNATE MATERIALS THATARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION THATSIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAYBE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIALEFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER.10.CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLYCLOUDED AND NOTED. ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMSCAUSING THE RE-SUBMITTAL.11.DISCREPANCIES, OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODEREQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER INWRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK.12.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDINGWITH THE WORK.13.THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THESTRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING,BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THESTRUCTURE IS COMPLETE. DO NOT LOAD STRUCTURES, NEW OR EXISTING, WITHWEIGHT THAT WILL ENDANGER STRUCTURE. IT IS THE CONTRACTOR'SRESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THECONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING ITPROPERLY.DOORS AND WINDOWS1.THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESSTHAN THE VALUES SHOWN IN THE PLANS OR SCHEDULE.2.THE DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITHTHE MANUFACTURER'S NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL).3.THE DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNEMISSILES, OR SHALL BE PROTECTED WITH AN APPROVED IMPACT RESISTANTCOVERING.4.EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME ANDDESIGN PRESSURES.5.PRIOR TO INSTALLATION, ALL FRAMES MUST BE CHECKED FOR RACK, TWIST ANDOUT OF SQUARE.6.FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FORFLASHING ALL OPENINGS.a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.c. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE OPENING PER WINDOW / DOOR DETAILS.d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.7.APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SINGLEFASHION IN A MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THEBUILDINGS STRUCTURAL FRAMING COMPONENTS.8.SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALLFINISH.9.ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, ASAPPLICABLE.Synergy,L.L.C.1835 - 20TH STREET
VERO BEACH, FL
32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
MOIA BOWLES VILLAMIZAR & ASSOCIATES
CONSULTING ENGINEERING CA #3728
RODOLFO VILLAMIZAR, P.E.
FL # 61000 \\SYNERGY\SynergyLLC\2020 Projects\013 - 2020 Boraclough\Construction Docs 7920\2 info & Dim Plan.dwg, 2/23/2021 12:03:14 PM, DWG To PDF.pc3
CONNECTOR SCHEDULE
MARK STRAP UL MAX (lbs.)FASTENERS
BEAM SCHEDULE
MARK TYPE REINFORCEMENT
WOOD CONSTRUCTION NOTES
1.ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS
AND CODES INDICATED IN THE DESIGN CRITERIA.
2.SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-95 / ANSI A 199.1. ALL
SHEETS BEAR APPROPRIATE GRADING STAMP OF APA AND SPAN RATING.
PROVIDE 1/8" SPACE AT PANEL EDGES AND END JOINTS UNLESS OTHERWISE
NOTED.
3.ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
4.LUMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH NATIONAL GRADING RULES
AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED
BY DOC PS 20 OR EQUIVALENT.
5.ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC OR AISI
SPECIFICATIONS.
6.LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS AND SHEATHING SHALL NOT
EXCEED 19% MOISTURE CONTENT AT TIME OF INSTALLATION. AND SHALL BE
STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S.
7.ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,
CONCRETE OR SOIL SHALL BE PRESSURE TREATED, OR HAVE APPROVED
SEPARATING MATERIAL.
8.ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES
UNLESS SPECIFICALLY INDICATED AS NET SIZE.
9.UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE
USED:
a.STRUCTURAL ROOF AND WALL FRAMING - #2 SYP.
b.NON-STRUCTURAL WALL FRAMING - STUD GRADE SPF OR METAL STUDS.
c.NON-STRUCTURAL FRAMING - #2 SPF.
d.ROOF FRAMING MEMBERS ABOVE THE CEILING LINE - #2 SYP
e.WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
10.ROOF SHEATHING SHALL BE 4-PLY CDX SHEATHING AS SPECIFIED IN ROOF
SHEATHING AND ATTACHMENT DETAIL.
11.FASTENERS AND CONNECTORS USED ON UN-TREATED WOOD EXPOSED TO
WEATHER SHALL BE HOT DIPPED GALVANIZED.
12.FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS,
ANCHORS, ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE
WITH THE TREATMENT METHOD AND AS FOLLOWS:
a.WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC
COATING.
b.WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON-DOT) - MINIMUM G185 INC COATING.
c.FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF
THE PRESERVATIVE WOOD SUPPLIER
d.STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED FOR ALL
TYPES OF TREATED WOOD
13.WOOD FASTENING SHALL BE AS SPECIFIED IN THE DRAWINGS. FASTENING NOT
SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE.
14.CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED
FOR EACH APPLICATION. FASTENINGS IN CONTACT WITH MOISTURE SHALL BE
HOT-DIPPED GALVANIZED CONFORMING TO ASTM A-158-80.
15.SHEATHING NAILS OR SCREWS SHALL BE DRIVEN SO THAT THEIR HEAD OR
CROWN IF FLUSH WITH THE SURFACE OF THE SHEATHING.
16.CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE AS SPECIFIED BY
THE TRUSS MANUFACTURER.
17.HANGERS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE
MANUFACTURER WITH NAILS FOR SPECIFIC USE AND INSTALLATION.
18.STUDS SHALL HAVE FULL BEARING ON A SOLE PLATE OR SILL NOT LESS THAN 2
INCHES IN THICKNESS HAVING A WIDTH NOT LESS THAN THAT OF THE WALL
STUDS.
19. ALL PRESERVATIVE SOLE PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR
MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF
NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD AND SHALL MEET THE
FOLLOWING:
a.ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/8" PLATE WASHERS UNLESS
NOTED OTHERWISE.
b.BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN
4-INCHES OF EACH END OR JOINT IN PLATE.
c.PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR
INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH.
d.SLEEVE ANCHORS ARE NOT PERMITTED UNLESS NOTED OTHERWISE.
e.ANCHORS SHALL BE MINIMUM ½" DIAMETER EMBEDDED 7 INCHES INTO THE
CONCRETE AND SPACED NOT MORE THAN 4 FEET UNLESS NOTED
OTHERWISE.
20.WOOD FRAMING MEMBERS INCLUDING SHEATHING RESTING ON AN EXTERIOR
FOUNDATION CLOSER THAN 8 INCHES FROM EXPOSED EARTH SHALL BE
APPROVED NATURALLY DURABLE WOOD OR TREATED WOOD.
21.BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT
AS ONE TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16d @ 12"
O.C.
22.POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND EMBEDDED IN
CONCRETE THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF
NATURALLY DURABLE WOOD OR PRESERVATIVE-TREATED WOOD.
23.STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE
WALL.
24.NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN
EXTERIOR WALL.
25.IN NON-BEARING WALLS AND PARTITIONS, STUDS SHALL BE SPACED NOT MORE
THAN 24 INCHES ON CENTER AND ARE PERMITTED TO BE SET WITH THE LONG
DIMENSION PARALLEL TO THE WALL.
26.WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE
DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. ALL PRE-MANUFACTURED CONNECTORS SHALL HAVE NAILS
OR SCREWS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS, DRIVEN FULLY.
27.ROOF SHEATHING SHALL BE FASTENED AS INDICATED IN THE DRAWINGS AND
FOLLOWING AMERICAN PLYWOOD ASSOCIATIONS RECOMMENDATIONS.
28.A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY
BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT
OF THE WIDTH OF THE STUD ARE PERMITTED IN NONBEARING PARTITIONS OR IN
ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THAN
TWO SUCH SUCCESSIVE DOUBLE STUDS ARE BORED. IN NO CASE SHALL THE
EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE
STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD
AS A CUT OR NOTCH.
29.EVERY ROOF RAFTER, ROOF JOIST OR TRUSS SHALL BE ANCHORED TO THE BEAM
OR WALL ON WHICH THEY BEAR.
EXISTING CONC. SLAB
RAFTERS @ 24" O.C.
R-30 INSULATION
(2) 2x4 TOP PLATE
2x4 STUDS @ 24" O.C. MAX.
2x4 P.T. BASEPLATE
W/ 1/4" x 1 1/2" TAPCONS
FINISHES PER ARCH.
SCALE: 1/2" = 1'-0"
INTERIOR NON-BEARING WALL SECTION
@ 24" O.C. MAX.
EXISTING CONC. SLAB
RAFTERS @ 24" O.C.
1/2" GYP. CEILING BOARD
R-30 INSULATION
(2) 2x4 TOP PLATE
2x4 STUDS @ 16" O.C. MAX.
FINISHES PER OWNER
SCALE: 1/2" = 1'-0"
SCAB REPAIR DETAIL
SCALE: 3/4" = 1'-0"
INSTALL 2x6 SCAB
PAST DAMAGED AREAS
A MINIMUM OF 12" CONNECT
W/ (4) 10d x 3" NAILS @ EA.
END
2x6 STUDS @ 24" O.C.
W/ 1/2" ANCHOR BOLT TO BE
SHEATHING
1/2" CDX PLYWOOD
2x6 P.T. BASEPLATE
TYPICAL WALL SECTION
SCALE: 1/2" = 1'-0"
INSTALLED @ 12" O.C. D&E
W/ 10d @ 6" O.C.
EXTERIOR FINISH
TO MATCH EXISTING
INTERIOR FINISH
PER ARCH.
(E) SLAB
TO REMAIN
3" MIN. INTO SLAB
(2) EXISTING TOP PLATE(E) SOFFIT
TO REMAIN
RAFTER ANCHOR
(E) RAFTERS TO REMAIN
WHERE APPLICABLE
(E) ROOF
TO REMAIN
(E) STRUCTURAL SHEATHING
TO REMAIN
TYPICAL HEADER DETAIL
2x P.T.
TOP OF SLAB
(2) 2x FULL
2x @ 16" O.C.
W/ 16d FACE NAILS @ 12" O.C.
LSTA16 STRAPS
2x JACK STUD
EXIST. CONT. (2) 2x TOP PL
SCALE: 1/2" = 1'-0"
LENGTH KING STUD
@ JACK STUDS EA. END
SP6 TOP & BOT.,TYP.
HEADER PER PLAN
@ EA. SIDE
MTS16 TO HEADER
BOT. PLATE
PER WALL SECTION
W/ 16d FACE NAILS @ 12" O.C.
HTT4 W/ (18) 10d TO STUDS
& (1) 5/8" Ø A.B. D&E INTO CONC
MIN. 8" EMBEDMENT.
SEE SCHED.
FOR STRAPS
PER SCHEDULE
(E) DAMAGED 2x6
RAFTER
(E) STRUCTURAL
SHEATHING
TO REMAIN
(E) METAL DECK
TO REMAIN
INTERIOR BEARING WALL SECTION
2x4 P.T. BASEPLATE
W/ 1/4" x 3" TAPCONS
@ 24" O.C. MAX.
(2) RSP4 W/ (4) 8d X 1/2" NAILS
TOP& BOTTOM TYP.
(2) RSP4 W/ (4) 8d X 1/2" NAILS
TOP& BOTTOM TYP.
WOOD BEAM PLY JOIN
1/2" CDX PLYWOOD CONT.
2x MEMBERS
CONSTRUCTION ADHESIVE, APPLY
IN CROSS HATCH PATTERN TO
12" O.
C.
NOTE:
2"
1" MIN.4"
2 1/4" MIN.
NAILS TO BE 12d
SCREWS TO BE #10
SCALE: 3/4" = 1'-0"
(NAIL ON BOTH SIDES FOR MORE THAN 2 PLIES)
2x8's 2 ROWS
2x6's 2 ROWS 2x10's 3 ROWS
2x12's 3 ROWS
ALL MATING SURFACES
(2) SHOWN
COLUMN SCHEDULE
MARK TYPE REINFORCEMENT
EXISTING 2X6 RAFTERS
OR 16"O.C. SEE FRAMING PLAN
(E) REPRESENTS EXISTING
INSULATION PER ENERGY
CALCULATIONS
DETAIL
SCALE: 3/4" = 1'-0"
1
S2
MTS16 STRAP PER
SCHEDULE
RSP4 W/ (4) 8d'S TO
STUD & (4) 8d'S TO
TOP PLATE SCHEDULE
2x8 SYP RAFTERS
@ 16" O.C. PER
FRAMING PLAN
(2) 2x4 SYP. TOP
PLATE
2x4 SYP STUDS @ 16"
O.C. PER FRAMING
PLAN
(2) 2x4 SYP JAMB
A
(E) CMU WALL
W/ WINDOW OPENING
2x8 P.T. @ JAMB, SILL
& HEADER W/ 1/4" x 4" TAPCONS
@ 6" O.C. STAGGERED
2x8 BLOCKING
@ 12" O.C. MAX
W/ (2) 12d's TOENAILED
@ EACH END
2x8 SYP VERT. @ 16" O.C.
W/ (2) H2.5 W/ (10) 8d's @ EA. END
INFILL FRAME DETAIL
SCALE: 1/2" = 1'-0"
EXTERIOR SHALL HAVE 1/2" MIN. CDX PLYWOOD W/ 10d's
@ 6" O.C. MAX. INTERIOR SHALL MATCH EXISTING.
NEW FOOTER ADDITION DETAIL
SCALE: 1/2" = 1'-0"
#5 DOWEL BAR EPOXIED
6" INTO EXISTING @ 24" O.C. MAX
& 12" FROM EDGES
(E) 2x6 FRAME WALL
TO REMAIN
(N) FOOTER
W/ (2) #5's CONT.16"12"8"
8" MIN.8"
(E) CONC. SLAB
12
4
ROOF EXTENSION DETAIL
SCALE: 3/4" = 1'-0"
PLYWOOD SHEATHING
PER SCHEDULE
ROOF FINISHES
PER ARCHITECTURALS
RAFTERS
PER PLAN
WHEN POSSIBLE SISTER 2x6
OUTLOOKER TO TOP CHORD OF
P.E. TRUSS W/ A MIN. OF (6) 10d NAILS
SPACED NO MORE THAN 8" O.C.
2x6 OUTLOOKER @ EA. TRUSS JOIST BEARING VARIES
PER LOCATION
STRAP PER SCHEDULE
(N) FOOTER
W/ (2) #5's CONT.
SLOPE 1835 - 20TH STREETVERO BEACH, FL32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055MOIA BOWLES VILLAMIZAR & ASSOCIATESCONSULTING ENGINEERING CA #3728RODOLFO VILLAMIZAR, P.E.FL # 61000
(E) SLABTO REMAINBEAM DETAIL #3WALL REINFORCEMENTDETAIL(E) SLABTO REMAINNEW 2X4 @ 16"OCREINF. WALLEXISTING 4" CMUNEW P.T. SYP. 2X4 @ 16"OCREINF. WALLEXISTING PLATETAPCON'D TO BLOCKEXISTING 4" CMUW/ 1/2" ANCHOR BOLT TO BE INSTALLED @ 12" O.C. D&E 3" MIN. INTO SLABNEW 2X4 BLOCKING @ 12"OCREINF. WALL STUD TO STUDNOTE: EXISTING JOISTS TO BE STRAPPED TO NEWREINF. WALL PLATE PER SCHEDULENON-PERMITTED DENAREA FRAMINGEXISTING 2X6 ROOF FRAMINGBEAM REPAIR DETAIL4" CONCRETE BEAM HAMMERED OUTLIVING AREA, ALSO AREA SIMILAR ATMAIN DUCTPENETRATING THE WALLAT CARPORT REMODEL IN 1/2 BATHA/C CHASE FRAMINGA - AB - B(2) HGAM10KTA W/(4) 1/4" X 1-1/2"TO STUD AND (4) 12" X 2- 3/4" TITAN 2TO WALL@ EA. STUD TYPICAL(4) HGAM10KTA W/(4) 1/4" X1-1/2" TO STUD AND (4) 1/2" X2- 3/4" TITAN 2 TO WALL@ EA.STUD TYPICAL2x6 SYP @ 24"O.C.TYP. W/LUS26HANGER AT EA. END(2)2X6 LEDGER W/(2)#10 WOOD SCREWSW/1" MIN. EMBED @EA. STUD TYP.STRAP PER SCHEDULESTRAP PER SCHEDULESECTIONBEAMPARTIAL DEPTHBEAMFULL DEPTHCAUTION! BEFORE STARTING REMOVALS, REVIEWEFFECT OF REMOVABLE ON STRUCTURALINTEGRITY. PROVIDE SHORING OF MEMBER ASNECESSARY. PARTICULAR CARE SHALL BEEXERCISED AT BEAM CONNECTIONS TO COLUMNS.BEAM REPAIR DETAILEXPOSING AND UNDERCUTTINGOF REINFORCING STEELOF REINFORCING STEEL CLEANING AND REPAIR EXIST CMU WALL1/4" TAPCONS @8" O.C. INTOEXISTING CMU WALLNEWEXISTING NEW FRAME WALLNEWMONOLITHICALLYEXIST CMU WALLW/ NEW CELLOR SAWCUT & REMOVECMU FACE AND GROUTVERIFY EXIST. FILLED CELLEXISTING1/2" A.B. @ 12" O.C.INTO EXISTING CMUWALLSCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"TYP. JAMB DETAILTYP. HEADER DETAILSEALANT &BACKER RODFILL GAP W./ BACKERROD & SEALANT FORCONTINUOUS AIR SEALFILL GAP W/ BACKERROD & SEALANT FORCONTINUOUS AIR SEAL*NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONSAT CORNERS AND MEETING RAILS. SHIMS SHALL BE 12" SHORTER THAN DEPTH OF WINDOW SILLAND SHALL BE NON WATER-DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PROTECTOWRAP LWN200 OR EQUAL.TYP. JAMB DETAILDOORTYP. HEADER DETAILSEALANTDRIP EDGE*NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONSAT CORNERS AND MEETING RAILS. SHIMS SHALL BE 12" SHORTER THAN DEPTH OF DOOR ANDSHALL BE NON WATER-DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PROTECTOWRAP LWN200 OR EQUAL.SCALE: 2" = 1'-0"SCALE: 2" = 1'-0"1/4" TAPCONS W/ 1 3/4"EMBED. @ 11" O.C.MAX. & WITHIN 4" OFEDGES* (SCREW W/SEALANT)1/4" TAPCONS W/ 1 3/4"EMBED. @ 11" O.C.MAX. & WITHIN 4" OFEDGES* (SCREW W/SEALANT)FILL GAP W/ BACKERROD & SEALANT FORCONTINUOUS AIR SEAL1/4" TAPCONS W/ 1 3/4"EMBED. @ 18" O.C.MAX. & WITHIN 6" OFEDGES* (SCREW W/SEALANT)1/4" TAPCONS W/ 1 3/4"EMBED. @ 18" O.C.MAX. & WITHIN 6" OFEDGES* (SCREW W/SEALANT)1x P.T. BUCKW/ LIQUID FLASHINGPER FBCWINDOWSEE WINDOW DETAILSSEE DOOR DETAILS1x P.T. BUCKW/ LIQUID FLASHINGPER FBCDOORSEE WALLSECTIONSEE WALLSECTIONFILL GAP W./ BACKERROD & SEALANT FORCONTINUOUS AIR SEAL2x P.T. BUCKW/ LIQUIDFLASHINGPER FBC2x P.T. BUCKW/ LIQUIDFLASHINGPER FBCEXT.FINISHEXT.FINISHWINDOWSEALANTDRIP EDGESEALANTSEALANTSEALANT &BACKER RODAT DENAT KITCHEN, PORCH& DINING*NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFICANCHOR LOCATIONS AT CORNERS AND MEETING RAILS. SHIMS SHALLBE 1/2" SHORTER THAN DEPTH OF WINDOW SILL AND SHALL BE NONWATER-DEGRADABLE OR COMPRESSIBLE.TYP. JAMB DETAILTYP. HEADER DETAILSCALE: 1 1/2" = 1'-0"*NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFICANCHOR LOCATIONS AT CORNERS AND MEETING RAILS. SHIMS SHALLBE 1/2" SHORTER THAN DEPTH OF DOOR AND SHALL BE NONWATER-DEGRADABLE OR COMPRESSIBLE.TYP. JAMB DETAILTYP. HEADER DETAILDOORDOORSCALE: 1 1/2" = 1'-0"Sy
n
e
r
g
y
,
L
.
L
.
C
.
1835 - 20TH STREET
VERO BEACH, FL
32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
MOIA BOWLES VILLAMIZAR & ASSOCIATES
CONSULTING ENGINEERING CA #3728
RODOLFO VILLAMIZAR, P.E.
FL # 61000 \\SYNERGY\SynergyLLC\2020 Projects\013 - 2020 Boraclough\Construction Docs 7920\3 frame & 4 details.dwg, 2/23/2021 8:02:53 PM, DWG To PDF.pc3
·WASHDRYWCSINKWCSINKSHOWERAHU÷Sy
n
e
r
g
y
,
L
.
L
.
C
.
1835 - 20TH STREET
VERO BEACH, FL
32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
MOIA BOWLES VILLAMIZAR & ASSOCIATES
CONSULTING ENGINEERING CA #3728
RODOLFO VILLAMIZAR, P.E.
FL # 61000 \\SYNERGY\SynergyLLC\2020 Projects\013 - 2020 Boraclough\Construction Docs 7920\5 Electrical.dwg, 2/25/2021 7:36:45 AM, DWG To PDF.pc3