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ELECTRICAL RISER
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
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ELECTRICAL NOTES
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6/6/2022
SCALE:
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SHEET:
1.1.1 MASONRY UNITS
CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C SO OR C 145 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI.
1.1.2 SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH ASTM C 220
1.1B GROLR-
SA MAXIMUM COARSE AGGREGATE SIZE OF 3/8INCH PRICED AT AN B TO SS INCH SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 PAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476.
1.1ACONCRETE-
SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3000 PSI (2500 P5I FOR SUBS) AT 28 DAYS.
1.1.5 REINFORCING STEEL -
UM GRADE 40 AND NENTI FIE. IN ACCORDANCE WITH ASTMA AT06.
1.1.6METSHALL BE A"IN
JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS:
1. ASTM A 36 FORPATE, HEADED ANO BENT BAR ANCHORSORS AID TIES.
3. ASTM A 366 FOR SHEET METALANCHORS AND TIES,
1.1.2 GALVANIZATION-
LACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CIl55 B-2 METALACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A
641, CUS51.
1.1.8 FASTENERSAND CONNECTORS -
UNLESS OTHER WISESTATE ES GIVEN FOR NAILS ARE COMMON WIRE NAILS. FOR EXAM , =2%INCHES LONGX0.131 INCHDIAMETER. SEE TABLE BNA IN THE NATIONAL WOOD DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
1.1.9 WOOD FRAME MEMBERS
ALL FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PSI. ALL LUMBER USED FOR BEAMS SHALL BE SOUTHERN YELLOW PINE GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1700 PSI.
1.1.1ALL MICRO LAMIBEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL STRENGTH, Fb OF 2,850 PSI AND MODULUS OF ELASTICITY, E, OF 2,000,000 PSI.
1.1.11 SOIL -
FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000PSF. AREAS FIVE FEET BEYOND BUILDING LINES SHOULD BE CLEARED AND SCRUBBED OF ANY VEGETATION. FINISHED GRADE SHALL BE PLACED WITH A MAXIMUM LIFT OF 12' AND COMPACTED TO A MINIMUM 95111THE
STANDARD PROCTOR DENSITY FILL MATERIAL SHALL BE CLEAN TO SLIGHTLY SILTY FINE SAND, FREE OF ORGANIC MATERIAL. ALL WORK TO BE GONE IN ACCORDANCE WITH ASTM D-698 AND VERIFIED BY GENERAL CONTRATOR.
1.2 MASONRY WORN, GENERAL
1.2.1 ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EMEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY SHALL BE FULL HEAD AND BED JOINTS.
BE 3/S INCH (I1/B INCH) THICK. HEAD JOINTS SHALL BE 3/9INCH (+3/9INCH OR-1/4INCH) THICK.
1.2.3 THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS SHALL BE PERMITTEDTO VARY IN THICKNESS FROM A MINIMUM OF %INCH TO A MAXIMUM OF %INCH.
1.2.4 MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND, 9-GUAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16INCH BON CENTER.
5 T R EINMRCEMENTSHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OR 518INCH WHEN EXPOSEDTO EARTH OR WEATHER AND %INCH WHEN NOT EXPOSED TO EARTH OR WEATHER.
1.3 REINFORCING _D GENERAL
1.3.1 REINFORCING STEEL SHALL BE NO.S MRS. EXCEPTION: WHERE TWO N0.5 BARS ARE REQUIRED WITHIN THE SAME GROUTED MASONRY CELL OR BOND BEAM, ONE NO.T BAR MAY BE SUBSTITUFED.
1.3.2 WHEN T WO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM, THEY MAYBE BUNDLED.
1.3.3 SPLICES SHALL BE LAP SPLICES.
1. NONOONTACTUPSPLICES MAYBE USED PROVIDED REINFORCING BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES FOR NO.S BARS AND Z INCHES FOR NO.T MRS.
2. SPLICE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR NO.5 MRS AND 35 INCHES FOR NO.]MRS (40 MR DIAMETER). SPLICES OFANO.S BARWITH ONE NO.T BARSHALL BEA MINIMUM OF 25 INCHES, ANDRVO NO5-WITH ONE NO.T MRSHALL BE AMINIMUM OF 35 INCHES.
1..6 OEMENT MAY BE SENT IN THE SHOP O
1EINFALL REINFORCEMENT IS BENT COLD, ANDR IN THE FIELD IF.
2. THE DIAMETER OF THE BEN D, MEASURED ON THE I NSIDE OF THE BAR, IS NOT LESS THAN SIX MR DIAMETERS, AND
HORIZONTAL DISPLACEMENTPARTIALLY HES OFVERTICANORETE LMRLSHALL NOTBE FIELD BENT.EXCEPTION. WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, MRS PARTIALLY EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT MORE MAN I INCH OF
EN
IA COVE ROVERREINMRONGSTEEL
11 4. FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE: 3 I NCHES IN FOUNDATIONS W HERE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH; OR,1 %INCHES FOR NQ5 AND SMALLER MRS, AND 21NCHES FOR NOG AND URGER MRS WHERE
CONCRETE IS FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW FOOTINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMMODATE A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CONCRETE COVER, THE HOOK SHALL BE ROTATED N THE HORZONTAL DIRECTION UNTIL THE
REQUIRED CONCRETE COVER IS ACHIEVED.
1.4.2 FOR CASTAN-PLACE BOND BEAMS WHERE CONCRETE IS NOT EXPOSED TO W EATH ER, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 1 %INCHES REGARDLESS OF MR SIZE.
FORBEAMSWHERE ION'R'EXPOSED TO WEINER 'THE MINMITI CONCRETE :1%INCHESFORNO.SBARSAND AM LLER,IINCHESFORNO.6MRSORLARGER.
1.4.4 REINFORCEMENT MRS EMBEDDED IN GROUTED MASONRY CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF %INCH FOR FINE GROUT OR %INCH FOR COARSE GROUT BETWEEN REINFORCING MRS AND ANY FACE OF A CELL.
IA.5 REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN: 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED N EARTH OR WEATHER,1 % INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
1.5.1 ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 15/32" MINIMUM C-0 PLYWOOD SHEATHING OR OSB. TILE ROOF SHEATHING SHALL BE STRUCTURAL ONE GRADE PANELS 15/32" THICK OR BETTER.
1.5.2 ALL ROOF SHEATHING SHALL BE STAGGERED WITH LONG DIMENSION PERPENDICULAR TO THE FRAMING.
G FOR ROOF AND WALL SHEATHING SHALL BE (1) BE COMMON OR SPIRAL THREAD NAILS FOR ALLSHEAMING UP TO %INCH THICK, AND (2) - COMMON OR SPIRAL THREAD NAILS FOR SHEATHING LARGER THAN %INCH THICK. NAILING SHALL BEE" O.C. AT EDGES AND 12" O.C. IN THE FIELD.
D.
AILLNTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) WX G" STANDARD HOOK ANCHOR BOLTS EMBEDDED IN GROUT CELLS. THE FLOOR P.T. PLATE SHALL BE ANCHORED WITH %" X B" STANDARD HOOK ANCHOR BOLTS AT 32" O.C.
1.5.5 AT ALL INTERIOR BEARING WALLS, W HENEVER AN UPLIFT CONNECTOR 15 REQUIRED ATTHE TOP OF THE WALL, THE CONNECTOR ATTHE BOTTOM SHALL HAVE CONSISTENT UPLIFT VALUE.
1.5.6 W HENEVER A GIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL BE SUPPORTED BYA MINIMUM OF AN EQUAL NUMBER OF STUDS AS PLIES IN THE GIRDER.
1.67
TRUSSES FOOTINGSAND FOUNDATIED ONSNOSEALE. BY PROFESSIONALENGINEER REGISTERED INTHE STATE OF FLORIDA,.SMLLCONFORM TO THE TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, DSHALL COMAIN BOTTOM CHORD WIND BRACING METHODOLOGY.
IN RE
61 DESIGN
Al
SHEET
1.6.1.2 ASOILOR WASTE PIPEORABUILDING DRAIN PASSING UNDEfl AFOOTI TN.' ORTH ROUGH A FOUNDATION WALL SHALL BE PROM DIED WITH A RELIEVING ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PI PE PASSING THROUGH.
1.61 CONSTRUCTION
HE OUTER MR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER MRS OR BY BENDING THE BAR IN ACCORDANCE WITH 1.3.41N BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCH B.
1.63.2 FOUNDATION STEMWALLS SHALL BE AR TH ICK OR THICKER THAN TH E WALL SUPPORTED ABOVE, BUT IN NO CASE LESS THAN B INCHES THICK, AND SHALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE.
1A.3.3 ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL MRS SHALL LAP VERTICAL WALL REINFORCEMENTA MINIMUM OF 25 INCHES.
I.T CONCRETE COLUMNS
1..110W VERTICALCOLUMN REINFORCEM ENT SHALLBEIll SHALL BE CONSTRUCTED OF 'A M FOUR N0.3IMR5 FOR XI
INCH COLUM NS AND FOUBE CASTRNO.SBAPS FOR ALL OTHER COLUMN SIZES
HEIGHTSHALL BE I2 FEETTO TOP OF BOND BEAM. COWMNSSHALL CONTAIN AMINIMUM OF FOUR VERTICAL ONE IN EACH C00.NER.
2. CLEARANCE FROM THE VERTICAL MR TO THE MASONRY FACE SHELL SHALL BE%". MINIMUM COVER FOR CAST IN PUCE COLUMNS SHALL BE I%'OVER THE COLUMN TIES.
AND TO THE
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2. 8X16INCH COLUMN; TWO NO.S STANDARD HOOKS (ONE IN EACH CELL) BOTH ATHE BOTTOM AND INTO THE BOND BEAM ATTHE TOP.
CH COLUMN IN'
16X36INCH COLUMN; FOUR N0.5STANDARD 90 HOOKSIONEATEACH VERTICALMR) EX FROM TH E FOUNDATION AN. SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM; THREE NO.59O HOOKS INTO THEBOND BEAM ATTOP,MINIMUM,
AND EACH SPLICED INTO A VERTICAL COLUMN MR FOR CORNER COLUMNS; AND TWO NO.5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH SPLICED TO SEPARATE VERTICAL COLUMN MRS FOR COLUMNS NOT LOCATED IN A CORNER.
1.7.3 LATERAL TIES OF A MINIMUM %INCH DIAMETER SHALL BE USED TO ENCLOSE VERTICAL COLUMN REINFORCEMENT AS FOLLOWS:
1. MA%IMUMV RTIMLSPACING OF UTERALTIES SHALL NOT EXCEED THE LEAST NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN.
2. LATEMLTIEI MAY BE PLACED IN THE MORTAR]OINTS(PROVIDED MAY ARE NO URGER THAN% INCH DIAMETER) ORIN THE GROUT.
3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE HALF THE LATERAL TIE SPACING ABOVE THE TOP OF ME FOOTING, SUB, OR BEAM IN ANY STORY THE MP MTERALTIE SHALL NOT BE MORE THAN ONE HALF THE LATERAL TIESPACING BELOW THE LOWEST HORIZONTAL
REINFORCEMENT IN THE BEAM ABOVE.
1.8
1.INOTHE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS AND DOORS IN REGARD TO THE DESIGN DATA AND CODE COM PLIANCE CITED HAVE BEEN REVIEWED AND ACCEPTED BY RONALD M. HAY JR.,RE. WHEN INSTALLED I N ACCORDANCE WITH THESE PANS AN D THE
MANUFACTURER'S SPECIFICATIONS FOR USE ON THIS PROJECT.
EXTERIOR2. GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED BY THE MANUFACTURER TO MEETTHE REQUIREMENTS OF SSTD12, ASTM E 1886 AND ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOAD REQUIREMENTS OF FBC 1609.1 FOR THE 150 MPH W IN. BORNE MISSILE
TEST, ORL WOOD STRUCTURAL PANELS MEETING THE REQUIREMENTS OF FBC 1609.1.4 ARE USED FOR OPENING PROTECTION THEN THE WINDOWS NEED ONLY MEET THE PRESSURE REQUIREMENTS OF FBC 1609.1 FOR THE 150 MPH WIND LOAD AND THE WIND BORNE MISSILE TEST. THE CONTRACTOR IS
REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS.
3. EXERIORWINDOWS: PERSCHEDULE/N.O.A.
1.9 DOORS WINDOWS. FASTEN PER MANUFACTURER'S SPECIFICATION
1. ALL EXTERIOR DOOR MATERIAL SHALL BE ABLE TO RESIST THE LOADING RQUIREMENTS OF THE FBC SECTION 1609.1 FORTH E 150 MPH WIND LOAD. THE CONTRACTOR IS NEQU I RED TO PROVIDE DOCUM ENTATION FOR DOORS DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS.
EXTEFOR EN LE/N.A.
3. ENTRY DOORSRFASTEN PER
REMAN UFACTUNER'E SPECI FICATIONS
1.10 HURRICANEANCHOM
1. III BE FBC TESTED AND APPROVED, AND SIZED FOR LOADS REQUIRED.
2. SEEPLANS AND DETAILS FOR SPECIFIC TYPES.
3. ALL SIMPSON OR LISP WOOD CONNECTORS TO BE ZMA% GALVANIZED COATED U NLESS NOTED OTHERWISE.
ADDITIONAL GENERAL A STRUCTURAL NOTES
1. ALL CONSTRUCTION METHODS SHALL COMPLY WITH FBC 2020.
2. GENERAL CONTRACTOR AND ALL SUB CONTRACTORS TO VERIFY DIMENSIONS, DETAILS, AND/OR ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
3. THESE PANS WERE REVIEWED BY RONALD M. HAY JN. P.E. FOR STRUCTURAL COMPLIANCE WITH SECTION
16N ONLY OF THE FLORIDA BUILDING CODE AND THE ATTACHED TRUSS PANS.
TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD CONNECTIONS OF ALL ROOF, WALL, FLOOR,
AND STRUCTURAL PAN EL SYSTEMS.
5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN G' IN A MASONRY WALL SHALL HAVE THE CELLS
ON EACH SIDE FILLED WITH CONCRETE AND (1) A5 VERTICAL RE -BAR.
6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE (2) 2X12 BEAM WITH (2) FULL
LENGTH STUDS, AND FOR OPENINGS GREATER THAN G' USE (2) 2X12 BEAM AND (3) FULL LENGTH STUDS AT
EACH ENO. CONNECT BEAMS TO STUDS W ITH A MINIMUM OF (2) USP FIT 12'1 EACH END.
FOUNDATION SOIL NOTES
1. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE
BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND STRING STRETCHED FROM
MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
2. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION
AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER
HEATER OR ELECTRICAL PANEL.
3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFI LL IS COMPLETE,
4. SOIL DISTURBED AFTER TREATMENT SHALL BE RE -TREATED INCLUDING SPACES BOXED OR FORMED.
5. A MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTATED TO PROTECT AGAINST RAINFALL DILUTION. IF
MIN FALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATM ENT IS REQUIRED.
6. CONCRETE OVERMER AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE
7. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERION CONCRETE OR GRADE WITHIN 1- OF THE
B.
BARRIER INCLUDING LANDSCAPING AND IRRIGATION. ANYIIHL.ISTURBEDAFTER CONSTRUCTION I AFTER TIE YLICALBAIEL R11 APPLIED
SHALL BE RETREATED.
9. ALL BUILDINGS ARE REQUIRED I HAVE PRE -CONSTRUCTION TREATMENT.
10. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST
CONTROL COMPANY BEFORE ANY FINAL INSPECTIONS WILL BE ISSUED. THE CERTIFICATE OF COMPLINACE
SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND AM OF THE
11. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'
OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER
CELLULOSE MATERIAL.
12. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15' OF ANY
BUILDING OR PROPOSED BUILDING.
13. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN
12" OF THE BUILDING SIDE WALLS.
ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION
WOOD BUCK STRIPS SHALL BE"ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT TO
EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME.
THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD 1 X.
NAILS AT 16- O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH RAMSET/ REDHEAD 3/16" TAPCONS
(THROUGH THE DOOR FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1 %" OF PENETRATION INTO THE
CMU OR CONCRETE. THERE SHALL BE (5) TAPCONS EVENLY SPACED IN EACH JAMB; (2) REQUIRED IN 51 LL WAI)
AT 6- MAX FROM EACH END OF HEAD. MAXIMUM SHIM SPACING IS A'.
BEADBOLTSHALL BE TITAN 780 SOL CYLINDER W/ 23/8" MCKSETAT 39" FROM TOP OF SUB. LOCKSET
SHALL BE TITAN 720H SGL CYL W/ 2 3/8" MCKSET AT 44 %" FROM TOP OF SUB. USE 4 %"XS 5/8" WOOD LOCK
BLOCK AT EACH LOCK PREP.
WINDOW AND SLIDING GLASS DOOR (I.E. SGD) BUCK INSTALLATION
EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR ISO FRAME.
THE WOOD BUCK STRIPS MAYBE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD 1
%" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH RAMSET/ REDHEAD 3116" TAPCONS
(THROUGH THE WINDOW OR BED FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1 %" OF
PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE
MANUFACTURER'S TABLES.
PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL HAVE A
BEAD OF ADHESIVE/SEAANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH OF THE JOINT.
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DATE:
6/s/2022
SCALE:
SHEET:
N-1