|
GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
<br />AND THE 2017 FLORIDA BUILDING CODE (6TH EDITION) - RESIDENTIAL
<br />EGI ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY, HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />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.S.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) - 7 P.S.F.
<br />NAND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
<br />BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2017 FLORIDA BUILDING CODE (6TH EDITION)
<br />SECTION 1609.1.1.
<br />VNNU UtblUN AIJUW IIUNJ
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - it
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT & 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 MALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5
<br />COMPONENT & CLADDING NAND LOADS (140)
<br />BUILDING
<br />ZONE
<br />ROOF OVERHANG
<br />LOADS
<br />ALL OTHER
<br />CO
<br />LOADS
<br />LOADS
<br />S
<br />1
<br />N/A
<br />+32.3/-35.3
<br />2
<br />-65.7
<br />+32.3/-56.2
<br />3
<br />-110.6
<br />+32.3/-89.0
<br />4
<br />N/A
<br />+35.3/-3&2
<br />5
<br />N/A
<br />+35.3/-47.2
<br />SOIL BEARING & COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF ZOOO P.S.F.
<br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />EGI ENGINEERING, INC.; A REGISTERED, LICENSED. FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />EGI ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS & 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 REWIRED, SHALL BE A MINIMUM OF 25"
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 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 COND111ONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT EGI ENGINEERING, INC 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 MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE A MINIMUM FM OF 1,500 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTM C-270 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 #5 REBAR, 30" FOR #6 REBAR & 35' FOR #7 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 11 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 SO. 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 />LVL BEAMS SHALL BE (1.9E) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUSJOIST
<br />MACMILLAN (OR EQUAL).
<br />LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS
<br />SHALL BE #2 YELLOW PINE (OR BETTER).
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER).
<br />ALL OTHER STUDS SHALL BE "STUD GRADE' SPRUCE
<br />PSI. POSTS SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST
<br />MACMILLAN (OR EQUAL). SEE "POST SUPPORT TABLE' ON THIS SHEET FOR LOAD VALUES.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2' PLYWOOD OR 7/16 O.S.B. 1�-M-W RATING) NAILED
<br />WITH 8D NAILS SPACED AT 3" O.C. ALONG ALL HORIZONTAL JOINTS & EDGES, 6 O.C. ALONG ALL
<br />VERTICAL JOINTS & EDGES AND 12" O.C. ALONG ALL INTERMEDIATE STUDS.
<br />AT OPENINGS 5'-0" WADE 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 A USP OR SIMPSON 'HTT16" TENSION TIE.
<br />ANCHOR WOOD SHEARWALL SEGMENTS TO FOUNDATION WITH A USP OR SIMPSON "HTT76" TENSION TIE AT EACH
<br />END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTIONS (BUILDING CORNERS).
<br />ANCHOR TRUSSES AS FOLLOWS:
<br />ROOF UPLIFTS OF 455# AND LESS USE (1) USP "RT3" OR SIMPSON "H3" HURRICANE TIE
<br />FOR UPLIFTS FROM 456# UP TO 910# USE (2) USP 'RT3' OR SIMPSON "H3" HURRICANE TIES.
<br />UPLIFTS FROM 911# UP TO 1,450# USE A USP 'HTW20" OR SIMPSON 'HTS20" TWIST STRAP.
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />"USP' OR *SIMPSON* CONNECTORS SHOWN.
<br />STANDARD HIP & RIDGE CUT
<br />FROM METRIC
<br />THREE TAB SHINGLES
<br />PREVAILING 5"
<br />WIND DIRECTION °
<br />-,,c< 5 5/8" FASTENING
<br />STANDARD
<br />NORMAL WIND AREAS
<br />"
<br />5" EXPOSURE
<br />MANSARD OR
<br />HIGH WIND AREAS
<br />oll 1
<br />SOIL TERMITE TREATMENT: PER FBC 2304.11 & FBC-RESIDENTIAL R318
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING
<br />SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A
<br />PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT,
<br />A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LISCENCED PEST CONTROL COMPANY THAT
<br />CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. TREATMENT IS ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER SERVICES.'
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE INTIAL CHEMICAL SOIL TREATMENT INSIDE THE
<br />FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EVACUATION, BACKFIWNG AND COMPACTING IS COMPLETE (PER FBC 1816.1.1)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SOIL AREA DISTRIBUTED AFTER INITIAL CHEMICAL SOIL
<br />TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPANS BOXED AND FORMED (PER FBC 1816.1.2)
<br />IF DOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR
<br />THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS. DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTICS OR
<br />METAL PERMANTENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNSED SOIL DISTURBANCE AFTER INITIAL CHEMICAL
<br />SOIL TREATMENT (PER FBC 1816.1.3.)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A
<br />MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
<br />PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK. INCLUDING PLACEMENT OF REINFORCED STEEL, DONT AFTER CHEMICAL TREATMENT
<br />UNTIL THE CONCRETE FLOOR IS TREATED IS POURED, SHALL BE DONE IN SUCH A MANNER AS TO AVOID PENETRATING OR DISTURBING
<br />TREATED SOLD (PER FBC 1816.1.4.)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CONCRETE OVERPOUR OR MORTOR ACCUMULATED ALONG THE
<br />EXTERIOR FOUNDATION SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT TO ENHANCE VERTICAL PENETRATION OF
<br />THE CHEMICALS (PER FBC 1816.1.5.)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL
<br />EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305MM) OF THE PRIMARY STRUTURE SIDEWALLS. ALSO VERTICAL CHEMICAL BARRIER SHALL
<br />BE APPLIED PROMPTLY AFTER CONSTRUCTION IN COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION.
<br />ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPLTY RETREATED (PER FBC 1816.1.6)
<br />IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM IS USED FOR SUBTERRANEAN TERMITE PROTECTION,
<br />FBC 1816.1.1. THROUGH 1816.1.6. DO NOT APPLY, HOWEVER, A SIGNED CONTRACT ASSURING THE INSTALLATION, MAINTENANCE AND MONITORING
<br />OF THE BAITING SYSTEM FOR A MINIMUM OF 5 YEARS FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED TO THE
<br />BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO THE FINAL BUILDING APPROVAL
<br />IF THE BAITING SYSTEM DIRECTIONS FORUSE REQUIRE A MONOTORING PHASE PRIOR TO INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT,
<br />THE INSTALLATION OF THE MONOTORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM (PER FBC 1816.1.7)
<br />IF A REGISTERED TERM171CIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />SECTION 1816.1.1 THROUGH 1816.1.6. DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY LABEL DIRECTIONS
<br />FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL CHANGES IN FRAMING OR ADDITIONS TO FRAMING IN AREAS OF THE
<br />STRUCTURE REQUIRING TREATMENT THAT OCCUR AFTER THE INITIAL WOOD TREATMENT MUST BE TREATED PRIOR TO FINAL BUILDING APPROVAL
<br />(PER FBC 1816.1.&)
<br />PROTECTIVE SLEEVES AROUNDING PIPING PENETRATING CONCETE SLAB -ON -GRADE FLOORS SHALL NOT BE CELLULOSE -CONTAINING MATERIALS. IF
<br />SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.10
<br />INCH (0.254 MM), AND BE SEALED WITH THE SLAB USING A NON CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE
<br />AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE (PER FBC 1816.2)
<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 EGI ENGINEERING, LLC. 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 & DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES MALL BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE:.
<br />INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
<br />ELECTRICAL, PLUMBING & MECHANICAL: -
<br />IN ACCORDANCE WITH CHAPTER 471.003(2)(1) 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 HARED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"An* CIRCUIT.
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE (6TH EDITION), 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 DESCRBEDNAN INDIVIDUAL IN ITEMS (2) AND (3) ABOVE. ABOVEOR . ABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS -
<br />Al
<br />EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SO. 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 (6TH EDITION), RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />DRAFTSTOPPING:
<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 />AT11C ACCESS:
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT. AND HAVING MINIMUM
<br />30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES.
<br />WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
<br />WITH THE FLORIDA BUILDING CODE (6TH EDITION), RESIDENTIAL - SECTION M1305.1.3
<br />ROOF SHINGLE & FLASHING INSTALLATION SPECS
<br />NOT TO SCALE
<br />SHINGLE NAILING NOTES:
<br />ALL NAILS MUST PENETRATE AT LEAST 3/4' INTO
<br />THE WOOD ROOF DECK.
<br />NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS
<br />WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN
<br />IN "HIGH WIND AREAS")
<br />ROOF -TO -WALL FLASHING NOTES:
<br />4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL,
<br />RUBBER VALLEY FLASHING OR 12' WIDE - 26 GAUGE
<br />GALVANIZED METAL WITH SHINGLES OVER THE TOP.
<br />MATERIAL SPECIFICATIONS:
<br />UNDERLAYMENT SHALL COMPLY WITH FBC R905.2.7(2)
<br />ASTM 226 TYPE II, ASTM D 4869 TYPE IV,
<br />ASTM D 6757 (30# FELT)
<br />FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH
<br />FBC R905.2.8
<br />ASPHALT SHINGLES SHALL COMPLY TO ASTM 0225 OR
<br />ASTM D3462.
<br />W
<br />0
<br />O
<br />ROOF EDGE
<br />3 - I�
<br />\ I
<br />\\OIr ---------------jjj(------
<br />\ RIDGE IO
<br />01 0> 2 ,3
<br />i(D' O Q I
<br />2 � o
<br />-01 � -�-o
<br />5�- "
<br />GABLE END
<br />PARTIAL ROOF PLAN ii
<br />ZONE (D8d
<br />RING SHANK NAILS AT 6" O.C. AT EDGES
<br />8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE
<br />ZONES U2 O
<br />8d RING SHANK NAILS AT 6" O.C., 4" O.C. AT
<br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWAH
<br />NOTE: END
<br />JOINTS FOR SHEATHING SHALL BE STAGGERED
<br />AND
<br />OCCUR OVER A FRAMING MEMBER.
<br />ROOF SHEATHING NAILING
<br />SCALE: 1 /4" = 1'-O"
<br />PRODUCT
<br />CODE
<br />DESCRIPTION
<br />FASTENERS
<br />DESIGN
<br />LOADS LBS
<br />HEADER I JOIST
<br />UPUFTJ
<br />F1 I F2
<br />SIMPSON "H10
<br />HURRICANE CUP -WIDE
<br />8-8d 8-8d
<br />905
<br />585 525
<br />1 PRODUCT # 10456.61
<br />TRUSS TO BEAM DETAIL
<br />PRODUCT
<br />CODE
<br />DESCRIPTION
<br />FASTENERS
<br />DESIGN LOADS
<br />LBS.
<br />BEARING
<br />UPLIFT
<br />SIMPSON "PC44"
<br />POST CAP 4X4
<br />20-16d
<br />N/A
<br />1470
<br />I PRODUCT # 108M16 1
<br />PRODUCT
<br />CODE
<br />DESCRIPTION
<br />FASTENERS
<br />DESIGN LOADS
<br />LBS.
<br />BEARING
<br />I UPLIFT
<br />SIMPSON 'PC66'
<br />POST CAP 6X6
<br />20-16d
<br />N/A
<br />1470
<br />I PRODUCT # INK17 I
<br />BEAM TO POST DETAIL
<br />NOT TO SCALE
<br />PRODUCT
<br />CODE
<br />DESCRIPTION
<br />FASTENERS
<br />DESIGN LOADS
<br />LBS.
<br />BEARING
<br />I UPLIFT
<br />PRODUCT
<br />SIMPSON "ABU44"
<br />POST ANCHOR 04
<br />12-16d
<br />6665
<br />2200
<br />10860.4
<br />PRODUCT
<br />CODE
<br />DESCRIPTION
<br />FASTENERS
<br />DESIGN LOADS
<br />LBS.
<br />BEARING
<br />I UPLIFT
<br />PRODUCT
<br />SIMPSON "ABU66'
<br />POST ANCHOR 6X6
<br />12-16d
<br />12000
<br />23M
<br />10860.4
<br />WOOD POST TO SLAB DETAIL
<br />NOT TO SCALE
<br />5'-0"
<br />I
<br />Ln
<br />z
<br />W
<br />LU
<br />m
<br />2" X 8" RIDGE BOARD
<br />CONT. 2"X4"
<br />USP "RT3" OR
<br />SIMPSON "H3"
<br />HURR. STRAP 0
<br />48" O.C. TYP.
<br />2" X 8" RIDGE BOARD
<br />VERT. SCAB
<br />BEVEL CUT -
<br />TYP.
<br />CON T. 2"X4" -N
<br />NAILER TYP.
<br />2-16D NAILS
<br />ER TRUSS)
<br />SIMPSON "H3"
<br />HURR. STRAP
<br />48" O.C. TYP.
<br />PRODUCT # 10456.13
<br />2"X4//" HAILERS
<br />(TYP-)
<br />2"X4" VERTICAL SCAB 0 48" O.C.
<br />(MAX.) CONN. Wj 4-16D NAILS
<br />TOP & USP "RT3 OR SIMPSON "H3"
<br />HURRICANE CUP AT BOTTOM.
<br />2" X 6" (#2 YELLOW PINE)
<br />RAFTERS 0 24" O.C.
<br />SIMPSON "H3"
<br />HURR. STRAP 0
<br />EACH END
<br />PRODUCT 10456.13
<br />ROOF VALLEY DETAIL -
<br />NOT -TO -SCALE
<br />SIMPSON H3 FRAMING
<br />ANCHOR TYP.
<br />r-ROOF SHEATHING
<br />SECTION " A"-" A"
<br />_4-16D TOE NAILS 0
<br />RIDGE BOARD END
<br />BELOW SHEATHED
<br />VALLEY FRAMING
<br />ION.
<br />2 YELLOW PINE
<br />FRAMING (TYP.
<br />TRUSS
<br />POST SUPPORT TABLE
<br />POST SIZE
<br />POST
<br />3 1 /2" X 3 1:$,
<br />1 /2" X 5 1 /4"
<br />3 1 /2"
<br />5 1 /4" X 5 1 /4"
<br />5 1 /4" X 7"
<br />7" X 7"
<br />LENGTHFLOOR
<br />ONLY
<br />ROOLOOR
<br />ROOF &
<br />FLOOR
<br />]ROOF &
<br />FLOOR
<br />y
<br />ROOF &
<br />Fl COMM
<br />FLOOR
<br />ROOF &
<br />FLOOR
<br />FLOOR
<br />ONLY
<br />ROOF &
<br />8'-0"
<br />7,270#
<br />7,716#
<br />0,905#
<br />11,574#
<br />14,539#
<br />15,432
<br />26,655
<br />29,565
<br />35,540
<br />39,420
<br />_LW2"
<br />9'-0"
<br />6,115#
<br />6,441#
<br />9,173#
<br />9,662#
<br />12,231#
<br />12,883
<br />23,484A
<br />25,631 #
<br />31,312#
<br />34,175#
<br />10'-0"
<br />5,203#
<br />5,449#
<br />7,805#
<br />8,173#
<br />10,407#
<br />10,897
<br />20,667A
<br />22,300h
<br />27,556h
<br />29,733
<br />12'-0"
<br />3,885#
<br />4,033#
<br />5,827#
<br />6,050#
<br />7,770#
<br />8,067#
<br />16,199#
<br />16,166#
<br />17,180#
<br />21,555#
<br />22,907
<br />14'-0"
<br />3,003#
<br />3,099#
<br />4,504#
<br />4,649#
<br />6,005#
<br />12,893#
<br />13,566#
<br />17,190#
<br />18,088#
<br />34,168#
<br />36,736
<br />16'-0"
<br />10,483#
<br />10,952#
<br />13,977#
<br />14,603#
<br />28,498A
<br />30,312
<br />18'-0"
<br />8,673#
<br />9,013#
<br />11,565#
<br />12,018#
<br />24,027
<br />25,356
<br />20'-0"
<br />7,286#
<br />7,540#
<br />9,715#
<br />10,053#
<br />20,481 #
<br />21,484
<br />22'-0"
<br />17,638#
<br />18,413#
<br />15,333#
<br />15,944
<br />POSTS SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST MACMILLAN (OR EQUAL).
<br />I HEREBY CE FY: '
<br />THAT E CONS(ATE
<br />TTON IA4 REON ARE IN COMPLIANCE WITH
<br />CHAP R 16, SN 12 7 FLORIDA BUILDING CODE (6TH EDITION) FOR
<br />140 P.H. ULTI D G ED (RISK CATEGORY II) ALONG WITH
<br />THE NTIRE 201 CODE (6TH EDITION), RESIDENTIAL.
<br />WILLIAM--ROBERTS, P. . CA #29098
<br />DATE:
<br />z-1r1'1
<br />U
<br />z
<br />a
<br />W
<br />�
<br />0
<br />UJ
<br />F-
<br />U
<br />Q
<br />N
<br />LIJ
<br />f-
<br />W
<br />I j
<br />co
<br />C�
<br />�Mco
<br />Li
<br />to
<br />r-
<br />O
<br />_
<br />n
<br />1
<br />0
<br />LLJ
<br />Q
<br />X
<br />N
<br />I
<br />Lv
<br />W0r,
<br />to
<br />Z
<br />Q
<br />LL_
<br />'_'
<br />M
<br />00
<br />M
<br />W
<br />O
<br />L)
<br />00
<br />v
<br />V
<br />W
<br />p
<br />Q
<br />O
<br />J
<br />LLJ
<br />O
<br />-1
<br />a
<br />2
<br />a
<br />W
<br />U
<br />Q
<br />U
<br />Q
<br />w
<br />0
<br />�
<br />z
<br />Q
<br />w
<br />ry
<br />a
<br />Q
<br />>-
<br />�
<br />o
<br />w
<br />08
<br />z
<br />w
<br />O
<br />Y
<br />Q
<br />N
<br />O
<br />�Q
<br />N
<br />DATE: 03-15-12
<br />SCALE: AS NOTED
<br />JOB # FBC2014-140-II
<br />SHEET
<br />GN
<br />PERMIT SET
<br />
|