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a I _l __ II! _ 1I ___. _ I _:l_ I I 1 L I I
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2014 FLORIDA BUILDING CODE
<br />5TH ADDITION AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL 5TH ADDITION.
<br />T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
<br />COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />FLOORS: GARAGE SLAB:
<br />LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F.
<br />ROOF!
<br />LIVE LOAD (TRUSS TOP CHORD) - 20 P.B.F.
<br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2014 FLORIDA
<br />BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING CODE
<br />SECTION 1609,1J.
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - 11
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENT
<br />COEFFICIENT - 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT : +/- 0.18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5
<br />SOIL BEARING 4 COMPACTION:
<br />COMPONENT 4 CLADDING WIND LOADS
<br />ALL OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<br />I
<br />N/A
<br />+32.3/-35.3
<br />2
<br />-65.1
<br />+32.3/-56.2
<br />3
<br />-110.6
<br />+32.3/-89.0
<br />4
<br />N/A
<br />+35.3/-38.2
<br />5
<br />N/A
<br />+35.3/-41.2
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />T.L. 14AN50N SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS 4 SLAB —ON —GRADE -
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />COMPACTED AND TERMITE POISONED SOIL.
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 REBAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />MASONRY WALLS:
<br />CONCRETE MASONR'TUNl`b SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C- h:v
<br />AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR 05 REBAR, 30" FOR "6 REBAR 4 35" FOR 01 REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8", PLACED AT AN 8 TO Il INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
<br />PROVIDE CLEAN -OUT OPENINGS (12 50. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
<br />TIMBER MATERIALS:
<br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
<br />MATERIALS
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
<br />MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<br />DRAFT5TOPPING-
<br />IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
<br />FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
<br />SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
<br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT.
<br />DRILL I" X 6" HOLE INTO EXISTING BOND BEAM
<br />AND EPDXY *S REBAR FROM NEW BOND I!
<br />INTO EXISTING BOND BEAM.
<br />DRILL i"X6" HOLE INTO EXISTING WALLS S
<br />AND EPDXY N5 REBAR FROM NEW BLOC(
<br />INTO EXISTING BLOCK WALL. REBAR TO 1
<br />LONG WITH 6" INTO EXISTING WALL 6" IN I
<br />BLOCK WALL
<br />DRILL I" X 6" HOLE INTO EXISTING FOOTI?
<br />AND EPDXY 05 REBAR FROM NEW FOOTINGS
<br />INTO EXISTING FOOTINGS
<br />NEW BLOCK WALL TO EXISTING WALL DETAIL
<br />NOT TO SCALE
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING i COMPACTION ARE COMPLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE i DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT.
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS (PER FBC R318),
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />TRUSSES:
<br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
<br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
<br />EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY,
<br />ALL MULLIONS AND ADJACENT DOORAUINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />TRANSFER 1,5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED,
<br />ELECTRICAL, PLUMBING 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
<br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT,
<br />ALL ElFCTRICAL OUTLETS II I BEDROOMS SHALL BE WIR=D INTO AN ARC -FAULT INTERRUPTER
<br />"AFI' CIRCUIT.
<br />SAFETY GLAZING -
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 80. FT.
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />ATTACH MINIMUM 3/4" P.T, BUCK
<br />STRIP THAT IS THE MINIMUM WIDTH
<br />OF DOOR FRAME USING .091XI 3/8"
<br />T- NAILS MAXIMUM 10" OC.
<br />CAULK DOOR FRAME
<br />MANUFACTURES RECO
<br />5' 10"
<br />, 2"
<br />24 SH 24 SH I
<br />SECURING PREHUNG TO BUCK STRIPS
<br />PER YOUR MANUFACTURES INSTRUCTIONS
<br />TO MEET WIND LOADS AND COMPRESSIONS
<br />RATINGS FOR YOUR JOB LOCATION. ALL
<br />ANCHOR SCREWS MUST PENETRATE BLOCK
<br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL
<br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
<br />AND DOOR JAMB
<br />BLOCK DOOR ATTACHMENT DETAIL
<br />NOT TO SCALE
<br />ATTACH MINIMUM 3/4" P,T. BUCK STRIP
<br />THAT IS THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME USING .OS-1 X 1 3/8"
<br />T- NAILS MAXIMUM 10" OC
<br />CAULKED WINDOW PEF
<br />WINDOW MANUFACTURE
<br />RECOMMENDATIONS T
<br />LOAD AND COMPRES
<br />FOR YOUR JOB LOCA
<br />SECURING WINDOW TO BUCK STRIPS PER
<br />YOUR MANUFACTURES INSTRUCTION TO MEET
<br />WIND LOAD AND COMPRESSION RATINGS FOR
<br />YOUR JOB LOCATION. ALL ANCHOR SCREWS
<br />MUST PENETRATE BLOCK WALL A MINIMUM OF
<br />1 114" AND THERE SHALL BE A MAXIMUM 1/4"
<br />G AND WINDOW FRAME
<br />BLOCK WINDOW ATTACHMENT DETAIL
<br />NOT TO SCALE
<br />18' 0" 1- 22' 10"
<br />PROPOSED PARTIAL
<br />II I II •
<br />FOUNDATION FLAN 1/4 = 1 O
<br />I
<br />LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS
<br />CHART UNLESS NOTED ON FLOOR PLAN BY OPENING
<br />LINTEL LOAD CHART l 1611 DEEP SECTION
<br />CLEAR SPAN
<br />CONCRETE U LINTEL
<br />"POWER" STEEL
<br />"POWER" STEEL
<br />BOX LINTEL
<br />4981 PLF ( UNFILLED )
<br />1010 PLF L-2
<br />9865 PLF
<br />2' - 2"
<br />3435 PLF ( UNFILLED )
<br />6626 PLF L-2
<br />6830 PLF
<br />2' - 8"
<br />7M PLF ( UNFILLED)
<br />5296 PLF L-2
<br />554E PLF
<br />3' - 2"
<br />2332 PLF ( UNFILLED)
<br />4508 PLF L-2
<br />4613 PLF
<br />4'-0"
<br />1835 PLF ( UNFILLED)
<br />3535 PLF L-2
<br />3699 PLF
<br />4' - 6"
<br />1624 PLF ( UNFILLED)
<br />3154 PLF L-2
<br />3288 PLF
<br />5' - 2"
<br />213S PLF «
<br />2146 PLF L-2 «
<br />2864 PLF »
<br />6' - 2"
<br />2211 PLF «
<br />2299 PLF L-2 «
<br />2400 PLF «
<br />1' - O"
<br />1981 PLF »
<br />2025 PLF L-2 »
<br />2114 PLF »
<br />8' - O"
<br />1123 PLF «
<br />1168 PLF L-2 «
<br />2213 PLF «
<br />9' - 2"
<br />1489 PLF «
<br />1545 PLF L-2 «
<br />1984 PLF «
<br />10' - O"
<br />1354 PLF «
<br />1414 PLF L-2 «
<br />ISIS PLF «
<br />10' - 8"
<br />1211 PLF «
<br />1325 PLF L-2 »
<br />1110 PLF »
<br />IV- 2"
<br />1200 PLF «
<br />1230 PLF L-2 «
<br />162S PLF «
<br />12' - 0"
<br />1109 PLF «
<br />1118 PLF L-2 »
<br />1515 PLF «
<br />12' - 8"
<br />1044 PLF «
<br />1116 PLF L-2 «
<br />1436 PLF «
<br />13' - 4"
<br />1398 PLF « P
<br />1381 PLF L-2 « SL - 1
<br />1364 PLF »
<br />14' - 0"
<br />1321 PLF « P
<br />1321 PLF L-2 « SL - I
<br />1299 PLF ••
<br />I&' - 0"
<br />1152 PLF •• P
<br />1048 PLF L-2 « SL - I
<br />1131 PLF «
<br />IW - O"
<br />1016 PLF « P
<br />828 PLF L-2 •• SL - 1
<br />960 PLF «
<br />9T1 PLF » P
<br />TTO PLF L-2 » SL - I
<br />893 PLF »
<br />20' - 0"
<br />916 PLF » P
<br />62S PLF L-2 •• SL - 1
<br />184 PLF «
<br />22' - 8"
<br />18S PLF » P
<br />523 PLF L-2 » SL - 1
<br />606 PLF ••
<br />« - DENOTES •5 REBAR X CONT. PLACED IN BOTTOM COURSE AND
<br />I6" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE.
<br />« P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT.
<br />PLACED IN BOTTOM COURSE 4 16" DEEP BEAM POURED SOLID
<br />WITH 2500 1*81 CONCRETE
<br />8" X 8" X 16" KNOCK OUT BLOCK
<br />TOP COARSE WITH 1 05 HORIZONTAL
<br />all REBAR TIED TO ALL VERTICAL RODS
<br />I� J
<br />✓/f/� 8" X 8" X 16" KNOCK OUT BLOCK
<br />• OVER POWER STEEL LINTELS, WITH
<br />I EACH 45 REBAR IN THIS COARSE
<br />WHEN SPAN OF LINTEL 18 OVER 124"
<br />POWER STEEL LINTEL DETAIL
<br />8" X 8" X 16" KNOCK OUT BLOCK
<br />TOP COARSE WITH 1 05 HORIZONTAL
<br />BII REBAR TIED TO ALL VERTICAL RODS
<br />`O• 8" PRECAST LINTEL BLOCK
<br />OVER ALL OPENINGS. I EACH
<br />0. "5 REBAR IN THIS COARSE WHEN
<br />SPAN OF LINTEL OVER 5'2"
<br />STANDARD PRECAST DETAIL
<br />T.L.;HANSON P.E. LICENIAl'ii 38654
<br />BOX 1128, DADE CIjY*Ft-33526
<br />099K (DPI
<br />ZZ
<br />I HERBY CNrj.TI THAT THESE PV• qq ND SPECIFICATIONS
<br />WERE PREP, fs, ji1 Y DIRECT SUPERVISION
<br />ARE IN COMPL-4 TN' ,� I6, SECTION 1609 OF THE
<br />FLORIDA BUILD[[ E12 ij�`+ 1 ADDITION AND ASCE 1-10
<br />FOR 139 MPH WIND �! >k?I8'K CATEGORY II AND THE ENTIRE
<br />2014 BUILDING CODE RESIDENTIAL 5TH ADDITION
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<br />LIVING 288
<br />FIG
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