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a s
<br />DATE
<br />3/28/18
<br />No PAGE 11
<br />SCALE
<br />MASONRY WALLS
<br />*1 CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT
<br />MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL
<br />HAVE MINIMUM F'M OF 1500 P,S,I,
<br />*2 MORTAR SHALL CONFORM TO ASTMC -2-10 AND SHALL BE
<br />EITHER TYPE M OR S,
<br />*3 REINFORCING STEEL SHALL BE GAUGE 40 MINIMUM AND
<br />IDENTIFIED IN ACCORANCE WITH ASTMA-615.LAP SPLICES
<br />WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR
<br />30" FOR *6 REBAR AND 36" FOR *'l REBAR.
<br />*4 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A
<br />MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO
<br />11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE
<br />STRENGTH OF 3000 P,S.I, ( WHEN TESTED PER ASTM C-1019)
<br />*5 PROVIDE CLEAN OUT OPENINGS (12 SQ IN,) IN CELLS
<br />CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT
<br />POUR EXCEEDS 5 FEET IN HEIGHT,
<br />FINISHED GRADE
<br />8"x24" COMPOSITE PRECAST LINTEL
<br />TOP COURSE LINTEL BLOCK
<br />POURED SOLID WITH 3000 PSI CONCRETE
<br />WITH (1) •5 CONT. REBAR
<br />PRE -CAST U-LINTELS
<br />POURED SOLID WITH 3000 PSI
<br />CONCRETE (U 05 REBAR REQUIRED
<br />a
<br />�- ALL MASONRY OPENINGS
<br />ON THIS JOB
<br />8"44" COMPOSITE
<br />POWER BOX STEEL LINTEL
<br />TOP COURSE LINTEL BLOCK
<br />POURED SOLID WITH 3000 PSI CONCRETE
<br />WITH (1) 05 CONT. REBAR
<br />POWER BOX STEEL LINTEL
<br />POURED SOLID WITH 3000 PSI
<br />�NCRETE (U "5 REBAR REQUIRED
<br />— ALL MASONRY OPENINGS
<br />ON THIS JOB
<br />GALV-ALUM METAL ROOFING
<br />OVER AN APPROVE SELF ADHESIVE
<br />ROOFING UNDERLAYMENT
<br />12
<br />10
<br />FRAME THE 2x6 GABLE WALL WITH THE
<br />TRIPLE 2x12 RIDGE BEAM STUDS STARTED WITH AN ODD SPACE
<br />AND 2x8 RAFTERS 16" OC, TO NOT INTERFERE WITH THE SPACING
<br />CONVENTIONAL FRAMED OF THE GREAT ROOM ROOF TRUSSES,, ATTIC
<br />SPACE
<br />--- - - ---- ---- ---- ---- ---- -
<br />------ ------ ------
<br />2x6 GABLE WALL WITH STUDS iro OC,
<br />VALLEY TRUSSES 24" OC, PRE-ENG. WOOD TRUSSES
<br />24" OC SPACING
<br />a
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<br />12
<br />JAMES HARDI SIDING
<br />Sx8 POSTS OVER THE
<br />MASONRY WALLS
<br />THE FOOTERS FOR THE FRONT PORCH FOUNDATION
<br />WILL BE A CONTINUOUS 8"x 16" 3000 PSI FOOTER WITH (2) *5
<br />HORIZONTAL REBARS ON ROD CHAIRS SPACED NO MORE THAN
<br />48" OC, THE RODS WILL BE TIED TO THE CHAIRS. THE MIN LAP
<br />FOR 18 25" AND ALL LAPS WILL BE TIED,
<br />1/2" CEILING DRYWALL ON
<br />ALL INTERIOR CEILINGS
<br />8"x24" COMPOSITE
<br />POWER STEEL LINTEL
<br />TOP COURSE LINTEL BLOCK
<br />POURED SOLID WITH 3000 PSI CONCRETE
<br />WITH (1) *5 CONT. REBAR
<br />POWER STEEL LINTEL AND LINTEL BLOCK
<br />POURED SOLID WITH 3000 PSI
<br />CONCRETE (U *5 REBAR REQUIRED
<br />I
<br />�— ALL MASONRY OPENINGS
<br />ON THIS JOB
<br />RECESS DOOR HEADER
<br />LABEL
<br />CLEAR SPAN
<br />TOTAL LENGTH
<br />DOOR SIZE
<br />p-1
<br />2'-411
<br />3'—Q 11
<br />2'-011
<br />D-2
<br />2'-8"
<br />4'-0"
<br />2'-4"
<br />D-3
<br />2'-10"
<br />4'-2"
<br />2'-6"
<br />D-4
<br />3'-0 if
<br />4'-4„
<br />2'-8"
<br />D-5
<br />3'-4"
<br />4'-8"
<br />3'-0"
<br />D-ro
<br />4'-4"
<br />5 -8"
<br />4'-0"
<br />D-1
<br />5'-4 '
<br />6'-8"
<br />5'-0"
<br />D-8
<br />6'-4"
<br />1'-8"
<br />6'-0"
<br />D-9
<br />8'-4"
<br />9'-8"
<br />8'-O"
<br />MAX, 1516 PLF ON MAX SPAN (1) *5 TOP COURSE ONLY
<br />THE ROOF SHEATHING WILL BE 1/2" CDX OR OSB NAILED TO
<br />THE ROOF TRUSSES WITH 8d GALV, COMMONS AT 6" OC IN
<br />ALL AREAS. USE 1/2" PLYWOOD CLIPS BETWEEN THE SHEETS
<br />AND BLOCKING WHERE PLYCLIPS WONT WORK.
<br />DESIGN SERVICES INC.
<br />MOBILE/ OFFICE 352-206-5821
<br />R. S, HANLEY P O BOX 1325 SAN ANTONIO
<br />FLA. 3351ro
<br />FEMAIL: Han Isy06-membarclmaII,com
<br />CUSTOM HOMES AND BARNS
<br />ALL TEMPORARY AND PERMANENT BRACING INFORMATION
<br />FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY
<br />THE TRUSS COMPANY THAT PRODUCES THE TRUSSES,
<br />VERT WEBS ARE REQUIRED AT THE GABLE BRACING LOCATIONS
<br />ICYNENE INSULATION
<br />ATTIC
<br />VALLEY TRUSSES 24" OC, PRE ENGINEERED ROOF TRUSSES 24" OC. ICYNENE INSULATION WILL BE USED AS THE ATTIC
<br />------ ---------- ----
<br />SPACE l r AND WALL INSULATION. ICYNENE REQUIRES THAT
<br />THE ATTIC WILL NOT HAVE VENTILATION THRU THE
<br />SOFFITT OR THE RIDGE. THE HOUSE WILL HAVE TO
<br />11 If 11 HAVE A FRESH AIR INTAKE VENT, WITH A DAMPER
<br />PRE-ENG, WOOD TRUSSES AS PER THE MECHANICAL CONTRACTOR.
<br />24" OC SPACING
<br />a
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<br />------------------------ -
<br />-
<br />-
<br />-
<br />-
<br />- ----
<br />LOFT 2x8 RAFTERS AND HEADERS SIMPSON HURRICANE TIES
<br />COLLAR TIES 24" OC, SEE THE TRUSS LAYOUT PAGE
<br />OF THIS PLAN FOR CONNECTIONS
<br />THE MAIN HOUSE CEILING VARIES. 6x6 *2 PT POSTS
<br />SEE THE MAIN FLOOR PLAN,
<br />RAILING OR KNEEWALL
<br />OF THE LOFT
<br />2X4 AND 2x6 *2 SPRUCE STUDS AT 16" OC
<br />WITH A DBL TOP PLATE ON ALL BEARING WALLS,
<br />1/2" THREADED RODS FOR UPLIFT CONNECTIONS
<br />SEE THE TRUSS LAYOUT FOR THE APPROX LOCATIONS
<br />AC CHASE FLAT IRDER
<br />POURED 10'-0" TOP COURSE LINTEL BLOCKS WITH
<br />(1) *5 ROD TIED TO THE VERT RODS IN THE
<br />FILLED CELLS,
<br />POURED LINTELS AT 8'-0" OVER SOME OF THE WINDOW
<br />AND DOOR OPENINGS WITH (1) *5 REBAR TIED
<br />TO THE VERT FILLED CELL REBARS,
<br />1/2" DRYWALL OVER IX FURRING STRIPS
<br />AND RIGID INSULATION R-5, DBL FURRING
<br />OR 2x AT THE TOP FOR DRAFTSTOPPING
<br />12"
<br />24"
<br />CLEAN, TREATED, COMPACT SOIL
<br />THE BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL
<br />- PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY
<br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING. THE SLAB SHALL BE PLACED OVER A 6MIL VAPOR
<br />BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, THE CONCRETE UTILIZED
<br />IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,S,I,
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615,
<br />LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR.
<br />ALL FLOOR TRUSSES WILL BE INSET
<br />FROM THE OUTSIDE WALLS 1/2" FOR
<br />THE SUB LAYER OF WALL SHEATHING,
<br />2 x 6 *2 PT PLATE ATTACHED
<br />TO THE TOP OF THE MASONRY WALLS
<br />WITH 1/2" x 8" J-BOLTS AT 32" OC, BESIDE
<br />ALL OPENINGS, SPLICES AND 12" IN BOTH
<br />DIRECTIONS FROM THE CORNERS.
<br />FINISHED FLOORING
<br />--------------------
<br />12"
<br />24"
<br />THE BOTTOM ON THE FOOTER
<br />WILL BE A MIN OF 12" INTO THE
<br />EXISTING UNDISTURBED GROUND
<br />A 4" / 3000 PSI CONCRETE SLAB OVER 6x6 10/10 WIRE
<br />MESH AND A 6 MIL.VISQUEEN VAPOR BARRIER WILL BE
<br />POURED FOR THIS HOUSE. THE SOIL WILL BE TREATED FOR
<br />TERMITES AND BE CLEAN AND COMPACTED. F15ERMESH
<br />CONCRETE MAY BE USED WITH WIRE MESH.
<br />SECOND STORY HANDRAIL
<br />ATTIC METAL OR ALUM.
<br />SPACE DRIP EAVE 0,024 MIN,
<br />PRE FINISHED FASCIA
<br />OVER 2X SUB -FASCIA
<br />NON- VENTED SOFFITT
<br />6x6 POSTS
<br />8" CONCRETE BLOCK
<br />EXTERIOR WALLS
<br />• c , , POST BASE
<br />JAMES HARDI PLANK LAPPED SIDING
<br />1/2" (32/24) CDX OR OSB SHEATHING
<br />NAILED FROM THE BOTTOM PLATE ON
<br />THE CONCRETE SLAB TO THE TOP OF
<br />THE FRAME WALL,
<br />NAIL THE SIDE EDGES 6" OC
<br />NAIL THE INTERIOR 12"OC
<br />NAIL THE END EDGES 3" OC
<br />KEEP THE SHEATHING OFF THE MASONRY,
<br />2x12 *2 PT SOUTHERN YELLOW PINE FLOOR
<br />JOISTS 16" OC WITH 3/4" PT DECKING.
<br />SLOPE THE PORCH AWAY FROM THE
<br />MAIN HOUSE AND USE DECKRITE WATER
<br />PROOFING SYSTEM FOR THE PORCH
<br />FLOOR OR SOMETHING EQUAL,
<br />ALL CONNECTIONS TO THE PRESSSURE
<br />TREATED WOOD WILL BE HOT -DIPPED
<br />ZINC COATED GALVANIZED STEEL.
<br />*5 REBAR IN FILLED CELLS IN THE
<br />STEMWALL OF THE FOUNDATION. SEE
<br />THE FOUNDATION PAGE FOR THE
<br />LOCATION OF THE CELLS.
<br />12" �-� � 12"
<br />24" 24"
<br />THE FOOTERS FOR THE MAIN HOUSE AND REAR PORCH
<br />FOUNDATION WILL BE A CONTINUOUS 1211x 24" 3000 PSI
<br />FOOTER WITH (3) *5 HORIZONTAL REBARS ON ROD CHAIRS
<br />SPACED NO MORE THAN 48" OC.THE RODS WILL BE TIED
<br />TO THE CHAIRS, THE MIN LAP FOR 18 25" AND ALL LAPS
<br />WILL BE TIED,
<br />TREATMENT: ( SOIL CHEMICAL 5ARRIER METHOD)
<br />SOIL 5EARING CAPACITY
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE
<br />SOIL BEARING CAPACITY OF 2000 P.S.F.(MINIMUM) THE
<br />CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR
<br />VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY
<br />PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT
<br />A 2000 P.S.F, FOUNDATION LOADING.
<br />1)
<br />A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND
<br />(3)
<br />CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED,
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT
<br />THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL
<br />10)
<br />SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0"
<br />2)
<br />CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM
<br />OF THE STRUCTURES SIDEWALLS.
<br />THE BUILDING SIDEWALLS
<br />11)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER
<br />3)
<br />IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION.
<br />NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS SIDEWALLS
<br />ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE
<br />4)
<br />TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING
<br />RETREATED.
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THA 6 INCHES ( EXCEPTION PAINT OR
<br />12)
<br />ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT
<br />DECORATIVE CEMENTIOUS FINISH LE65 THAN 5/5" THICK ADHERED DIRECTLY TO THE
<br />13)
<br />A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
<br />FOUNDATION WALL.)
<br />A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL
<br />5)
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED.
<br />BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS
<br />6)
<br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED
<br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
<br />OR FORMED.
<br />THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
<br />_11)
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLATION OF TRAPS, ETC. SHALL BE
<br />14)
<br />AFTER ALL WORK IS COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />MADE WITH PERMANENT METAL OR PLASTID FORMS, PERMANENT FORMS MUST BE OF A SIZE AND
<br />BELOW AND WITHIN i'-O" OF THE BUILDING, THIS INCLUDES ALL GRADE STAKES,TUB
<br />DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT ,
<br />TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />8)
<br />A MINIMUM ro MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
<br />15)
<br />NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN
<br />RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
<br />e'-O" OF ANY BUILDING OR PROPOSED BUILDING
<br />RE -TREATMENT IS REQUIRED,
<br />FINISHED GRADE
<br />0111,91111
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<br />No. 5350i3
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<br />70 p e TAT5Al
<br />•
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<br />JOB NAME and ADDRESS
<br />JAMIE R CREWS
<br />40134 CHANCEY ROAD
<br />ZEP- YRHILLS, FLORIDA
<br />33540
<br />MAIN FLOOR LIVING AREA
<br />1644
<br />SF
<br />SECOND FLOOR LIVING AREA
<br />1060
<br />SF
<br />FRONT PORCH
<br />251
<br />SF
<br />REAR PORCH
<br />504
<br />SF
<br />SECOND STORY PORCH
<br />292
<br />SF
<br />OUTSIDE CLOSET
<br />50
<br />SF
<br />TOTAL UNDER ROOF
<br />3501
<br />SF
<br />DAV ID W. SMITH, MS, PE,
<br />FLORIDA LIC.* 536 08
<br />352-521-0865 OFFICE 352-521-08rol FAX,
<br />9909 WALLASTON DRIVE DADE CITY ,FLA, 33525
<br />1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS
<br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
<br />ASCE -1-10 AND THE 2011 FLORIDA BUILDING COD
<br />6th EDITION, >>
<br />DAVID W. SMITH, MS. PE, LIC.* 53608
<br />
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