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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />RESIDENTIAL AND 2009 SUPPLEMENTS
<br />T.L. MANSON 4 ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY- HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL
<br />DESIGN OF THIS STRUCTURE
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORS,
<br />LIVE LOADS - 40 P.S.F.
<br />DEAD LOADS - 10 P.S.F.
<br />GARAGE SLAB:
<br />LIVE LOADS - 50 P.S.F.
<br />DEAD LOADS - 10 P.S.F.
<br />ROOF, LIVE LOADS (TRUSS TOP CORD) - 20 P.S.F.,
<br />DEAD LOADS (TRUSS TOP CORP) - 10 P.S.F. 18 P.S.F. WHEN TILE ROOF INSTALLED
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
<br />ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.S.F.
<br />WIND DESIGN ASSUMPTIONS:
<br />WIND SPEED 120 MPH
<br />BUILDING EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR - 1.0
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT - 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT - • / - 0.18
<br />COMPONETS 4 CLADDING POP ROOF - 14AV-50.1 WALL - 25.S/-34.1
<br />OVER HANG - -81.2
<br />STUCCO TNICKNES:
<br />OVER FRAME GABLE 'lib" STUCCO OVER FELT BACKED GALV
<br />LATH
<br />OVER MASONARY WALL 1/2" 2 COAT STUCCO
<br />GABLE ENDS WITH SIDING BACK WITH 015 FELT
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
<br />2000 P.S.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING
<br />T.L. HANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />T.L. 14ANOON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES :
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS-.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F, FOUNDATION LOADING. SLAB
<br />SHALL BE PLACE OVER A b MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONED SOIL
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P.S.F.
<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" FOR
<br />•5 REBAR , 30" FOR •6 REBAR 4 35" FOR I 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 BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR S
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR o5 REBAR
<br />30" FOR 06 REBAR AND 35" FOR •l REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
<br />2000 P.6,1, ( WHEN TESTED PER ASTM C-101% )
<br />PROVIDE CLEAN OUT OPENINGS ( 12 90. IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS 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, (PER FBC R320.1)
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY. A SIGNED FIVER EYAR 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 ( PER FBC R320.1.1)
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.2.)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1-2)
<br />BOXED AREA 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 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT (PER FBC R320.1.3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FBC R320.1,4)
<br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBC R320.1,5)
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R320.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320,1.6)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />SIDE WALLS (PER FBC R320.1)
<br />PRE-ENG, TRUSSES
<br />SIMPSON HIO
<br />W/ a - Bd TO TRUSS
<br />4 TO BEAM
<br />SIMPSON AC4 MAX POST TO BEAM
<br />ANCHOR 14- 16D NAILS TO POST AND
<br />WISP NAILS TO BEAM
<br />4 X 4 P.T. WOOD POST
<br />SIMPSON A5U44 W/ 12 - I" COMMONS
<br />TO POST - (1) 5/8" X 6" REDHEAD
<br />EXPANSION BOLT
<br />SCREEN PORCH POST /_BEAM DETAIL
<br />NOT TO SCALE
<br />AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />PER (FBC R320.8.3.)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS- PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN b" TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FBC R104)
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
<br />ANSI/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />L5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL,
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) lU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AFI" CIRCUIT
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C.
<br />DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR
<br />CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL
<br />BE CONSTRUCTED OF MINIMUM NO.26 GAUGE SHEET STEEL OR
<br />OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS
<br />INTO THE GARAGE ( FBC 2004 R309.1.1.)
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS
<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" ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR
<br />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 />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 50. FT.
<br />(13) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />OF THE PLANE OF THE GLAZING
<br />REFER TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL - SECTION R308 FOR
<br />ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE
<br />PURPOSE OF GLAZING
<br />DRAFTSTOPPING:
<br />IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES, DRAFTSTOPPING
<br />SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMBLEY IS BROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 SQ,FT.
<br />ATTIC ACCESS:
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 $0, FT. AND HAVING
<br />MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30"
<br />INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN
<br />ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION M1305,1.3
<br />TIMBER MATERIALS:
<br />ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS,
<br />LVL BEAMS SHALL BE (1.SE) MCALLISTER LVL MATERIALS MANUFACTURED BY TRUSS JOIST
<br />MACMILLAN (OR EQUAL)
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES ,POST, STUDS PACKS AND BEAMS
<br />SHALL BE 02 YELLOW PINE (OR BETTER)
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER)
<br />ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16" 00. ALL SPLICES AT
<br />TOP PLATE MUST BE MINIMUM 4'0" AND NAILED 4" OC WITH 120 COMMON NAILS
<br />PSL POST SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURES BY TRUSSJOIST
<br />MACMILLAN (OR EQUAL). SEE POST SUPPORT TABLE FOR LOAD VALUES.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16" O.S.B. ( 2-M-W RATING) NAILED
<br />WITH 8D NAILS SPACE AT 3" OC ALONG ALL HORIZONTAL JOINTS AND EDGES, 6" OC ALONG ALL VERTICAL
<br />JOINTS AND EDGES AND 12" OC ALONG ALL INTERMEDIATE STUDS
<br />AT OPENINGS 5'0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON
<br />LSTA24 STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
<br />WITH USP OR SIMPSON HTT* TENSION TIE,
<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 />ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT20M TENSION TIE AT EACH
<br />END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS)
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />TRUSSES:
<br />IF THE CONTRACTOR, TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS THE ENGINEER OF RECORD IS
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />GARAGE:
<br />NO OPENING SHALL BE PERMITTED FROM GARAGE INTO A SLEEPING ROOM, OTHER OPENINGS
<br />BETWEEN GARAGE AND RESIDENCE SHALL HAVE A DOOR ( MIN 1 3/8" THICK) OF SOLID WOOD.
<br />SOLID OR HONEYCOMB CORE STEEL OR 20 MINUTE FIRE RATED. WALLS SEPARATING THE
<br />GARAGE AND RESIDENCE SHALL HAVE A MIN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE
<br />SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
<br />BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL HABITABLE ROOMS ABOVE BY MIN, 5/8"
<br />TYPE X GYPSUM BOARD IN COMPLIANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION R30S
<br />PRE-ENG. TRUSSES
<br />SIMPSON HIO
<br />W/ a - ad TO TRUSS
<br />4 TO BEAM
<br />SEE FLOOR
<br />PLAN
<br />SIMPSON AC4 MAX POST TO BEAM
<br />ANCHOR 14- 16D NAILS TO POST AND
<br />14-I&D NAILS TO BEAM
<br />4 X 4 P.T. WOOD POST
<br />16"XI6"XI6" BLOCK PIER WITH
<br />(2) I5 VERTICAL RODS TIED
<br />TO STEEL AT FOOTINGS
<br />SIMPSON ASU44 W/ 12 - Ibd COMMONS
<br />TO POST - (U 5/8" X b" REDHEAD
<br />EXPANSION BOLT
<br />SLAB
<br />GARAGE ENTRY POST / BEAM DETAIL
<br />NOT TO SCALE
<br />ro
<br />1/2" CDX OR Vi6" OSB ROOF SHEATHING
<br />NAILED 6" OC ON ALL EDGES AND IN THE
<br />FIELD WITH SD NAILS, USE STEEL PLYCLIPS
<br />AND 015 FELT WITH SHINGLES, RIDGE VENT
<br />AS REQUIRED
<br />USE (1) SIMPSON HETA20 STRAP AT ONE
<br />SIDE OF ALL RAFTERS AT BLOCK WALL,
<br />FILL NAIL HOLES WITH IODX 1 1/2" NAILS,
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<br />2X4 SUS FASCIA WITH
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<br />FASCIA
<br />05 VERTICAL REBAR FROM
<br />FOOTINGS TO TOP OF WALL.
<br />REBAR LAPS MINIMUM 25"
<br />BOTTOM OF FOUNDATION
<br />MINIMUM 12" BELOW GRADE
<br />BREAK HOLE IN TOP COARSE
<br />OF BLOCK AND FILL CELLS
<br />�- WITH CONCRETE
<br />BLOCK FILL OPENING DETAIL
<br />MASONRY METAL WALL
<br />TIE AT EACH COARSE,
<br />4
<br />2X8 P.T. PLATE BOLTED TO TOP
<br />OF BOND BEAM WITH 1/2" X 6"
<br />5ALLOON 5LOCK WALL DETAIL
<br />(2) 2X8 02 PINE
<br />RIDGE BEAM
<br />(3) 16D NAILS AT EACH
<br />`tER TO RIDGE BEAM
<br />1/2" CEILING TYPE
<br />GYPSUM BOARD
<br />KNOCK OUT LINTEL BLOCK WITH
<br />(1) 05 HORIZONTAL REBAR TIED
<br />TO VERTICAL REBAR
<br />3/4" P,T, FURING AND 3/4" TUFF R
<br />INSULATION BOARD (R 4,5) AND
<br />1/2" GYPSUM WALL BOARD
<br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
<br />OR FIBER MESH AND 6 MILL VISQUEEN OVER
<br />CLEAN COMPACT TERMITE TREATED SOIL
<br />NOT TO SCALE
<br />SIMPSON LSTA15 FLAT STRAP OVER
<br />TOP OF RIDGE BEAM ON TO TOP OF
<br />EACH RAFTER WITH (12) 100 X 1 1/2"
<br />NAILS
<br />2X6 02 PINE RAFTERS 24" OC
<br />MIN R-22 INSULATION
<br />IN ALL ATTIC AREAS
<br />DOUBLE STUD PACK IN WALL FROM SLAB TO BOTTOM
<br />OF RIDGE BEAM, STRAP RIDGE BEAM TO POST WITH
<br />(1) SIMPSON MSTA24 FLAT STRAP AT EACH SIDE AND
<br />ANCHOR STUD PACK TO SLAB WITH (1) SIMPSON LTT205
<br />ANCHOR WITH 5/8"X4" REDHEAD EXPANSION BOLT, AND
<br />FILL NAIL HOLES IN ALL ANCHORS WITH IODX 1 1/2" NAILS
<br />EXISTING FOOTINGS OF HOUSE
<br />WHERE WALL WAS REMOVED
<br />WILL SUPPORT RIDGE BEAM
<br />16'5<12" MONO FOOTINGS WITH
<br />(2) 05 REBAR ON CHAIRS
<br />HOUSE CUT WALL SECTION DETAIL
<br />ATTACH MINIMUM 3/4" P.T. BUCK
<br />STRIP THAT IS THE MINIMUM WIDTH
<br />OF DOOR FRAME USING .09'1XI 3/8"
<br />T- NAILS MAXIMUM 10" OC,
<br />CAULK DOOR FRAME PER 1
<br />MANUFACTURES RECOMMENI
<br />NOT TO SCALE
<br />r
<br />SECURING PREHUNG TO SUCK 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 />AMM nnna .IAt-M
<br />BLOCK DOOR ATTACHMENT DETAIL
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<br />TINGLE
<br />:�WS
<br />SILL
<br />SEE LINTEL CHART
<br />ALUMINUM SINGLE
<br />HUNG WINDOWS
<br />MASONRY SILL
<br />SECURING WINDOW TO BUCK STRIPS PER
<br />YOUR MANUFACTURES INSTRUCTION TO MEET
<br />WIND LOAD AND COMPRESSION RATINGS FOR
<br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP YOUR JOB LOCATION. ALL ANCHOR SCREWS
<br />THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF
<br />WINDOW FRAME USING .OSl X 1 3/8" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
<br />T- NAILS MAXIMUM 10" OC SPACE BETWEEN BUCK AND WINDOW FRAME
<br />CAULKED WINDOW PER YC
<br />WINDOW MANUFACTURES S
<br />RECOMMENDATIONS TO M
<br />LOAD AND COMPRESSIOls
<br />FOR YOUR JOB LOCATION
<br />BLOCK WINDOW ATTACHMENT DETAIL
<br />I HEREBY CERTIFY THAT 1 NAVE REVIEWED THE ATTACHED
<br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
<br />16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH
<br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
<br />ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL
<br />2009 SUPPLEMENTS
<br />ciZ.5 (oal
<br />T.L. HANSON P.E. LICENSE NO, 38654
<br />P.O. BOX M28, DADE CITY, FL 33526
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<br />0
<br />- N
<br />m
<br />Fw-
<br />Q
<br />_O
<br />U1
<br />a
<br />Q�
<br />0
<br />Ill O
<br />3 z
<br />E
<br />°hQ
<br />Q Q
<br />O �
<br />Q
<br />w^�
<br />U p
<br />7
<br />Z
<br />Q
<br />�.
<br />Q
<br />Q
<br />N
<br />ADDITION
<br />LIVING lro0
<br />SCREEN
<br />FORCH 341
<br />GARAGE
<br />ENTRY 162
<br />TOTAL 563
<br />FIG
<br />5 of=
<br />
|