|
ENGINEER'S N❑T❑SI
<br />1, DESIGN ,✓IND SPEED: 150 MPH VUIt/ 120 MPH \�sd, 3 sec gust
<br />2 RISK CATEGORY PER Table 16045 ; II
<br />3, EXPOSURE CATEGORY = "B"
<br />4 INTERNAL PRESSURE COEFFICIENT = +/- 018 (ENCLOSED BLDG)
<br />5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7 -10'
<br />(ROOF-) RD❑F > 7 to 27 degrees (15011t /115asd)
<br />ZONE 1
<br />@
<br />10 SQFT
<br />23,3/-37 0
<br />Z ❑NE 2
<br />@
<br />10
<br />SQFT
<br />23,3/ -64,5
<br />ZONE 3
<br />@
<br />10
<br />SQFT
<br />23i3/-95,4
<br />3. UNLESS ❑THERIWSIE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 220, TYPE I, OR
<br />@
<br />20 SQFT
<br />21 3 /-3&O
<br />@
<br />20
<br />SQFT
<br />21 3 / -59 3
<br />POUR HEIGHT EXCEEDS 5'.
<br />PLACE ALL MASONRY [N RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE
<br />il. LHCE
<br />@
<br />20
<br />SQFT
<br />_21,3 /-892
<br />NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION
<br />@
<br />50 SQFT
<br />i8,5 / -34.6
<br />@
<br />50
<br />SQFT
<br />18,5 / -52.5
<br />PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM EF 3/4 INCH INTO THE ROOF SHEATHING.
<br />@
<br />50
<br />SQFT
<br />18.5 / -81,0
<br />P _CAST $� PRE - STRESSED LINTELS
<br />RE
<br />@
<br />100 SQFT
<br />16,5 / -33,6
<br />@
<br />100
<br />SQFT
<br />16,5 / -47 3
<br />1. TANK TYPE WATER CLOSET VOLUME - 1,6 GALLONS
<br />@
<br />100
<br />SQFT
<br />16.5/-74.8
<br />SHINGLE OR TWIO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT OF
<br />bR M PA
<br />3 WATER - FLOW RATE
<br />(WALLS)
<br />FIBERGLASS SHINGLES SHALL CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH) -DC 107 -95.
<br />PUBLIC FACILITIES 05 G.P,M
<br />RESERVES THE RIGHT T❑ MAKE ANY CHANGES AFTER SUCH INF ❑RMATIDN HAS BEEN PROVIDED FDR REVIEW
<br />PROTECTION AGAINST TERMITES
<br />PRIVATE FACILITIES 2.2 G.PM
<br />CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED
<br />C❑
<br />8318
<br />SHOWER HEADS 2,5 G.P.M.
<br />IT IS ALLOWED FOR WATER
<br />ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE
<br />Termite pprotection slhall be provided by registered termiticides, including soil applied pesticides, baiting systems,
<br />N
<br />4. PVC IS NOT ALLOWED AS INTERIOR WATER PIPING, R INTERIOR AND
<br />THE HOME. (PVC IS ALLOWED FO I
<br />P NTRY'�
<br />CAR E
<br />ZONE 4
<br />SUPPLY LINES OUTSIDE OF
<br />SIZE SULLY LINE FOR A HOME IS 3/4 ',
<br />SI
<br />1, DIMENSIONED LUMBER SHALL BE DRESSED SRS, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S
<br />preventative treatment to new construction (see Section 202, Registered Termlticlde) Upon completion of the
<br />ZONE 5
<br />ASSOCIATI ❑N.
<br />application of the termite protective treatment, a certificate of compliance shall be Issued to the building
<br />'The
<br />S T R U C T U R A I- DESIGN CRITERIA
<br />LUMBER SHALL BE SOUND SEASONED AND FREE FROM WARP.
<br />department by the licensed pest control company contains the following statement building has received a
<br />AREAS LIVE LOADS DEAD LOADS
<br />3,ALL
<br />BEAMS AND 'HEADERS SHALL BE SOUTHERN YELLOW PINE CSYPJ N❑. 2 GRADE OR BETTER,
<br />3 ALL STRUCTURAL BE
<br />complete treatment ffor the prevention of subterranean termites, Treatment is In accordance with rules and
<br />@
<br />10 SQFT
<br />40.5 / -43 9
<br />40 sf 10 sf
<br />BALCONIES p P
<br />SHINGLE ROOF 20 psf 10 psf
<br />@
<br />10 SQFT
<br />40,5/-54,2
<br />= 00 PSI
<br />E 1,600,0
<br />foundation perimeter shall be done after all excavation, backfltling and compaction is complete
<br />25 sf 15 sf
<br />TILE ROOF p P r
<br />THE FOLLO v ING S HALL COMPLY WITH THE 2010 FBC!
<br />1'G MAXIMUM MOISTURE CONTENT
<br />FRAMING LUMBER SHALL BE #2 APRUCE- PINE -FUR OR BETTER
<br />8318.12
<br />If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil
<br />formed.
<br />1, PORCHES AND BALCONIES - FBC -R CHAPTER 3
<br />@
<br />20 SQFT
<br />38,7/ -42,1
<br />4, ALL LUMBER IN CONTACT WITH MAS ❑NRY DR CONCRETE SHALL BE PRESSURE TREATED
<br />LUMBER SHALL BE I MPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
<br />@
<br />20 SQFT
<br />38,7/-5O
<br />5
<br />ENCLASED
<br />A REUIRED TO BE A MINIMUM ❑F 36" HIGH FOR
<br />HAVE A GUARDRAIL GUARDRAILS RE
<br />ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE
<br />6. SHEATHING FOR D
<br />plastic or metal perrmanently placed forms of sufficient depth to eliminate any planned soil disturbance after
<br />SHALL T H THAT
<br />DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PAT ERN SUC
<br />ALL RODE SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' D.C.)
<br />La 4' O.C. 2 PANEL EDGES,
<br />@
<br />50 SQFT
<br />3&2/-39,7
<br />8318.14
<br />If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with
<br />@
<br />50 SQFT
<br />36,2/-45,7
<br />_
<br />6. EGRESS WINDOWS SECTION R311
<br />APP DYED FDR EMERGENCY EGRESS, THE
<br />HAVE AT LEAST ONE WIND ❑W R
<br />INTERMEDIATE,
<br />FLOORING MATERIAL TD BE 3/4' T &G PLYWEOD, NAILED AND GLUED TO FLOOR JOISTS FLOOR NAIL
<br />placement, retrentment required, work, placement
<br />treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or
<br />ALL BEDROOMS SHALL
<br />MAXIMUM SILL HEIGHT FOR EGRESS WINDOWS IS 44 INCHES ABOVE THE FLEOR, THE CLEAR
<br />8. ALL
<br />WITH 1i NAILS AT 3' O.C, AT PANEL EDGES, 6' O.C. IN THE FIELD, STAGGER NAILS AT 2' O C AT
<br />disturbing treated soil.
<br />PENING HEIGHT IS 22', THE CLEAR OPENING WIDTH IS 20 AND THE NET CLEAR OPENING AREA
<br />E STORY WINDOW
<br />FOR A SECOND S 0
<br />FT E
<br />BUTT ENDS OF PLYW ❑OD SHEATHING,
<br />FLOOR ❑R ROOF JOISTS AT 8' -0' MAXIMUM, INSTALL BLOCKING IN ALL
<br />(2X) FL
<br />R318.1.5
<br />If soli treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated
<br />IS 5 SQ, FT. FOR GROUND FLOOR WINDOW AND 5,7 SQ�
<br />9. INSTALL BRIDGING IN ALL
<br />AND PARTITIONS OVER 9' -0' @ MID - HEIGHT, BRACE GABLE END WALLS AT 4' -0' D.C.
<br />along the exterior f2ourdation perimeter shall be removed prior to exterior chemical soil treatment, to enhance
<br />34 4
<br />-42 1
<br />vertical penetration of the chemicals.
<br />R3181 6
<br />WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND
<br />10, ALL NAILING AND BOLTING SHALL
<br />REQUIREMENTS, ALL NAILS EXPOSED TD THE EXTERIOR SHALL BE GALVANIZED.
<br />If soil treatment is used for subterranean termite prevention, chemical soli treatments shalt also be applied
<br />�- a �_•- -- - � a 4-
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<br />02! (D 01 120
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<br />@ 100 SQFT 34,41-31,8 @ 100 SQFT , /
<br />500 SQFT 30 2 / -33 6 FLAT R ❑ ❑FS :GABLE ROOFS GABLE ROOFS
<br />0 < 7° 7 °< 0 < 45°
<br />@ 500 SQFT 30.2 / -33,6 @ I I
<br />l0EA1C7)?E0F
<br />FASTB4F"
<br />-
<br />Cls:lcshryjef, local
<br />13Ci21j2' -'1��
<br />RGOFING (FIBERGLASS SHINGLES)
<br />CODES'
<br />9 WHEN A FOUNDATION DOWEL DOES NET LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED
<br />1 THE INSTALLATIENi OF FIBERGLASS SHINGLES SHALL COMPLY WITH THE PROVISIENS IF FRC 8905
<br />2. FIBERGLASS SHINGILES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS
<br />: apples X11,'
<br />MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL
<br />REINFORCEMENT.
<br />3. UNLESS ❑THERIWSIE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 220, TYPE I, OR
<br />FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2010 EDITION,
<br />ALIGNMENT EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL
<br />EACH GROUT POUR WHEN THE
<br />ASTM D 4869, TYPE 1.
<br />TYP 5 -B
<br />CONSTRUCTION E
<br />REQUIREMENTS FAR REINFORCED CONCRETE CACI 318 -02)
<br />10 CLEANAUTS SHALL BE PROVIDED IN THE BOTTOM COURSE ❑F MAS ❑NRY IN
<br />PROVIDE 4 'X4' OBSERVATION HOLE T❑ VERIFY CONCRETE GROUT PLACEMENT
<br />4 SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET, SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET
<br />BUILDING C ❑DE
<br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
<br />POUR HEIGHT EXCEEDS 5'.
<br />PLACE ALL MASONRY [N RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE
<br />il. LHCE
<br />SHALL COMPLY 41TH ASTM D 1970,
<br />5, FIBERGLASS SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530 -02)
<br />S ELL MORTAR BEDDING, HDRIZONATL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES ❑F PIERS,
<br />225 OR ASTM D 3462,
<br />NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION
<br />COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS,
<br />SHOWN TO
<br />6. FASTENERS FOR F IBERGLASS SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COOPER
<br />PLYWOOD DESIGN SPECIFICATION
<br />APA L T SHALL PERFORM THEIR WORK IN
<br />GENERAL CONTRACTOR AND SUBCANTRAC DRS
<br />12, PROVIDE 8'X8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASENARY OPENINGS NOT
<br />HAVE A STRUCTURAL BEAM, MINIMUM END BEARING 8' (MINIMUM CAPICITY OF 1000 PLF,)
<br />MINIMUM ROOFING NAILS
<br />MINIMUM 12 GAUGE (0.105 INCH) SHANK WITH A MINIMUM 3/8 INCH DIAMETER HEAD, OF A LENGTH TO
<br />ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE
<br />V METAL CAVITY CAPS, 6" WIRE MESH, OR DUR -O -STOP BY DUR -A -WALL, INC, WHERE REQUIRED
<br />13�PRD PROVIDE
<br />PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM EF 3/4 INCH INTO THE ROOF SHEATHING.
<br />TECHINCAL CODES SHALL APPLY:
<br />TO RETAIN GROUT IN VERTICAL CELLS,
<br />THE CORROSION RESISTANCE OF NAILS NAILS AND SCREWS SHALL MEET ASTM A641, CLASS I OR EQUAL.
<br />PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND
<br />P _CAST $� PRE - STRESSED LINTELS
<br />RE
<br />THE CORROSION RESISTANCE OF CLIPS SHALL MEET ASTM A153, WHERE THE ROOF SHEATHING IS LESS
<br />LATEST EDITION NATIONAL ELECTRICAL CODES (NFPA 70).
<br />T MP❑NENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S
<br />PRE -CAST AND PRE - STRESSED C❑NCRE E C❑
<br />THAN 3/4 INCH THICK, THE NAILS SHALL PENETRATE THROUGH THE SHEATHING,
<br />- 2010 CODE
<br />❑RDINACE 92 -19 APPENDIX "J' TO FBC PLUMBING
<br />SPECIFICATI ❑NS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ❑N DESIGN ALLOWABLE
<br />7. FLASHING MADE FfROM METAL SHALL BE CORROSION RESISTANT AND SHALL BE NOT LESS THAN 26 GAGE.
<br />THAN FOUR FASTENERS PER STRIP
<br />1. TANK TYPE WATER CLOSET VOLUME - 1,6 GALLONS
<br />LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER ENGINEER OF RECORD MUST PROVIDE IN WRITING
<br />8, FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS
<br />A MEUNT WATER CLOSET VOLUME - 3.5 GALLONS
<br />2. WALL
<br />MANUFACTURER, ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS
<br />ANY CHANGE IN LINTEL MANU C
<br />SHINGLE OR TWIO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT OF
<br />bR M PA
<br />3 WATER - FLOW RATE
<br />MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FDR APPROVAL ENGINEER OF RECORD
<br />FIBERGLASS SHINGLES SHALL CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH) -DC 107 -95.
<br />PUBLIC FACILITIES 05 G.P,M
<br />RESERVES THE RIGHT T❑ MAKE ANY CHANGES AFTER SUCH INF ❑RMATIDN HAS BEEN PROVIDED FDR REVIEW
<br />PROTECTION AGAINST TERMITES
<br />PRIVATE FACILITIES 2.2 G.PM
<br />CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED
<br />C❑
<br />8318
<br />SHOWER HEADS 2,5 G.P.M.
<br />IT IS ALLOWED FOR WATER
<br />ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE
<br />Termite pprotection slhall be provided by registered termiticides, including soil applied pesticides, baiting systems,
<br />N
<br />4. PVC IS NOT ALLOWED AS INTERIOR WATER PIPING, R INTERIOR AND
<br />THE HOME. (PVC IS ALLOWED FO I
<br />P NTRY'�
<br />CAR E
<br />and es Icides a erd to wood, or other a roved methods of termite rotectlon labeled for use as a
<br />p t' Ppl pp p
<br />SUPPLY LINES OUTSIDE OF
<br />SIZE SULLY LINE FOR A HOME IS 3/4 ',
<br />SI
<br />1, DIMENSIONED LUMBER SHALL BE DRESSED SRS, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S
<br />preventative treatment to new construction (see Section 202, Registered Termlticlde) Upon completion of the
<br />EXTERIOR USE. THE MINIMUM
<br />ASSOCIATI ❑N.
<br />application of the termite protective treatment, a certificate of compliance shall be Issued to the building
<br />'The
<br />S T R U C T U R A I- DESIGN CRITERIA
<br />LUMBER SHALL BE SOUND SEASONED AND FREE FROM WARP.
<br />department by the licensed pest control company contains the following statement building has received a
<br />AREAS LIVE LOADS DEAD LOADS
<br />3,ALL
<br />BEAMS AND 'HEADERS SHALL BE SOUTHERN YELLOW PINE CSYPJ N❑. 2 GRADE OR BETTER,
<br />3 ALL STRUCTURAL BE
<br />complete treatment ffor the prevention of subterranean termites, Treatment is In accordance with rules and
<br />DWELLING 40 psf 10 psf
<br />WITH SINGLE MEMBER (UNFACTDRED) STRESSES AS FOLLOWS:
<br />laws established by tthe Florida Department of Agriculture and Consumer Services'
<br />40 sf 10 sf
<br />BALCONIES p P
<br />SHINGLE ROOF 20 psf 10 psf
<br />Fv 90 PSI
<br />Fc = 975 PSI
<br />If soil treatment used for subterranean termite prevention, the initial chemical soli treatment Inside the
<br />BUILT -UP ROOF 20 psf 10 psf
<br />= 00 PSI
<br />E 1,600,0
<br />foundation perimeter shall be done after all excavation, backfltling and compaction is complete
<br />25 sf 15 sf
<br />TILE ROOF p P r
<br />THE FOLLO v ING S HALL COMPLY WITH THE 2010 FBC!
<br />1'G MAXIMUM MOISTURE CONTENT
<br />FRAMING LUMBER SHALL BE #2 APRUCE- PINE -FUR OR BETTER
<br />8318.12
<br />If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil
<br />formed.
<br />1, PORCHES AND BALCONIES - FBC -R CHAPTER 3
<br />INTERIOR NDN -LOAD BEARING WALLS MAY BE UTILITY GRADE
<br />treatment shall be r ^etreated with a chemical soil treatment, including spaces boxed or
<br />2, HANDRAILS - SECTION R311,77
<br />4, ALL LUMBER IN CONTACT WITH MAS ❑NRY DR CONCRETE SHALL BE PRESSURE TREATED
<br />LUMBER SHALL BE I MPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
<br />8318.13
<br />If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed
<br />3, GUARDRAILS - SECTION 8312
<br />A TRUCTURES IF MORE THAN 30' ABOVE GRADE
<br />ALL PORCHES, DECKS AND SIMILAR S
<br />S�PRESSURE TREATED
<br />TT-W-571 AN BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP -2,
<br />F.S. TT W 571 D
<br />for the subsequent Installation of plumbing traps, drains or any other, purpose shall be created by using
<br />ENCLASED
<br />A REUIRED TO BE A MINIMUM ❑F 36" HIGH FOR
<br />HAVE A GUARDRAIL GUARDRAILS RE
<br />ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE
<br />6. SHEATHING FOR D
<br />plastic or metal perrmanently placed forms of sufficient depth to eliminate any planned soil disturbance after
<br />SHALL T H THAT
<br />DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PAT ERN SUC
<br />ALL RODE SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' D.C.)
<br />La 4' O.C. 2 PANEL EDGES,
<br />initial chemical sort treatment.
<br />A 4' DIAMETER SPHERE CANNOT PASS
<br />7 NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS
<br />T FOR 1/2' SHEATHING OR LESS NAILING FOR STRUCTURALLY APPROVED
<br />E,
<br />8318.14
<br />If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with
<br />_
<br />4. STAIRS SECTION 8311.7
<br />5. CHIMNEY & FIREPLACE - FBC -R CHAPTER 11
<br />AND IT ❑T INTERMEDIATE, WALDIA AN 6 O C,
<br />ARCHITECTURAL WALL PANELS (1/4' +) SHALL BE 6d COMMON @ 4" D.C. AT PANEL EDGES, D
<br />retarder to rotect against rainfall dilution. If rainfall occurs before vapor retarder
<br />a minimum 6 mil vapor p g
<br />l n after chemical
<br />is Any including of reinforcing steel, do re a to
<br />_
<br />6. EGRESS WINDOWS SECTION R311
<br />APP DYED FDR EMERGENCY EGRESS, THE
<br />HAVE AT LEAST ONE WIND ❑W R
<br />INTERMEDIATE,
<br />FLOORING MATERIAL TD BE 3/4' T &G PLYWEOD, NAILED AND GLUED TO FLOOR JOISTS FLOOR NAIL
<br />placement, retrentment required, work, placement
<br />treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or
<br />ALL BEDROOMS SHALL
<br />MAXIMUM SILL HEIGHT FOR EGRESS WINDOWS IS 44 INCHES ABOVE THE FLEOR, THE CLEAR
<br />8. ALL
<br />WITH 1i NAILS AT 3' O.C, AT PANEL EDGES, 6' O.C. IN THE FIELD, STAGGER NAILS AT 2' O C AT
<br />disturbing treated soil.
<br />PENING HEIGHT IS 22', THE CLEAR OPENING WIDTH IS 20 AND THE NET CLEAR OPENING AREA
<br />E STORY WINDOW
<br />FOR A SECOND S 0
<br />FT E
<br />BUTT ENDS OF PLYW ❑OD SHEATHING,
<br />FLOOR ❑R ROOF JOISTS AT 8' -0' MAXIMUM, INSTALL BLOCKING IN ALL
<br />(2X) FL
<br />R318.1.5
<br />If soli treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated
<br />IS 5 SQ, FT. FOR GROUND FLOOR WINDOW AND 5,7 SQ�
<br />9. INSTALL BRIDGING IN ALL
<br />AND PARTITIONS OVER 9' -0' @ MID - HEIGHT, BRACE GABLE END WALLS AT 4' -0' D.C.
<br />along the exterior f2ourdation perimeter shall be removed prior to exterior chemical soil treatment, to enhance
<br />-r
<br />uE-NERAL NOTES
<br />WINDOW AND DEDR MANUFACTURERS TD PROVIDE CERTIFICATION /RATING THAT THEIR WINDOWS AND ODORS
<br />BEARING WALLS
<br />WHERE WALL FRAMING IS NOT CDNTINU ❑US FROM FOUNDATION TO RODE,
<br />COMPLY WITH AMERICAN INSTITUTE AF TIMBER CDNSTRUCTI ❑N
<br />vertical penetration of the chemicals.
<br />R3181 6
<br />WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND
<br />10, ALL NAILING AND BOLTING SHALL
<br />REQUIREMENTS, ALL NAILS EXPOSED TD THE EXTERIOR SHALL BE GALVANIZED.
<br />If soil treatment is used for subterranean termite prevention, chemical soli treatments shalt also be applied
<br />PRODUCTS,
<br />N TALLATION INFORMATION WITH THEIR PRODUCTS
<br />PRESSURE AND PR ❑VIDE I S MFGR AND HAVE
<br />11. ALL CO NNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONGTIE CO. OR
<br />under, all exterior cconcrete or grade within 1 foot <305 mm> of the primary structure s dewalls, Also, a vertical
<br />CONTRACTOR TO INSTALL WINDOWS AND D ❑ORS ACCORDING TO INSTRUCTIONS SUPPLIED BY
<br />THE
<br />H TS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL,
<br />EQUIVALENT. SUBMIT CUT S EE
<br />chemical barrier shalll be applied promptly after construction Is completed, including Initial landscaping and
<br />T ) N SITE AT THE TIME OF INSPECTION FOR REVIEW/ BY
<br />MANUFACTURERS SPECIFICATIONS (CUT SHOE S O
<br />NAIL HOLES SHALL BE FILLED DR AS PRESCRIBED BY THE MANUFACTURER
<br />irrigation /sprinkler irnstnUatlon. Any soli disturbed after the chemical vertical barrier is a lied shall e
<br />pP
<br />BUILDING INSPECTOR
<br />ALL HURRICANE CLIPS STRAPS AND FASTENERS ARE TD BE APPLIED ACCORDING T❑ THE FASTENERS
<br />L
<br />ALL
<br />12 PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TDP ❑F ALL LOAD BEARING STUD
<br />- BEARING
<br />DOUBLE PLATES AT LEAST 4' 0 ', 2X4 SILL PLATES FOR BE
<br />promptly retreated.
<br />8318.1.7
<br />H AND MANUFACTURERS SPECIFICATIENS. IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER
<br />SC EDULE
<br />WALL , STAGGER END JOINTS IN
<br />SHALL BE BOLTED T❑ FOUNDATION AT A MAXIMUM OF 4'-0' O C,
<br />If a registered term�liticide formulated and registered as a bait system is used for subterranean termite
<br />F TH CONNECTORS SHOWN,
<br />SUPPLIER MAY BE USED IN PLACE D E OF VARIOUS
<br />WALL P NINGS AND AT
<br />A FARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL O E
<br />13 LOAD B
<br />Sections R3201.1 through R3201,6 do not apply; however, a signed contract assuring the installation,
<br />prevention, Secto s g 9
<br />TH STRUCTURAL INTEGRITY ❑F THE STRUCTURE DEPENDS UPON THE INTERACTION
<br />E TEMPORARY SUPPORTS
<br />T A WALL PANEL JOINTS STUDS SHALL BE TRIPLED AT ALL
<br />STRUCTURALLY APPROVED ARCHITEC UR L
<br />maintenance and moniitoring of the baiting system for a minimum of five years from the Issue of the certificate
<br />ADEQUATE B
<br />CONNECTED COMPONENTS, PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER
<br />CORNERS,
<br />of occupancy shall boa provided to the buildin official prior to the pouring of the slab, and the system must
<br />g
<br />hose
<br />Y EMPLOYE THE WORK,
<br />AS REQUIRED TO SAFEL C
<br />OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE DN PLANS,
<br />14, WORD LINTELS D E A
<br />be installed prior tot final building approval, If the baiting system directions for use require a moni orin
<br />p pp y q monitoring p
<br />ALL DOORS INTERIOR & EXTERIOR ARE 6'-8' UNLESS OTHERWISE NOTED
<br />WITH CONTINU ❑US 3 \4' PLYWOOD FILLER CUT TO FULL DEPTH ❑F BEAM BETWEEN 2x MEMBERS.
<br />prior to installation of the pesticide active ingredient, the Installation of the monitoring phase components
<br />ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS
<br />ALL WINDOWS WITHIN 24' OF ODORS (INTERIOR & EXTERIOR) AND WITHIN 18' OF FLR TO BE TEMPERED
<br />TIMBER MATERIALS:
<br />shall be deemed to czonstitute installation of the system,
<br />SMOKE ALARM`S 8314
<br />i GLASS, (FBC R308)
<br />ACCESS OPENING SHALL BE A MINIMUM [IF 22" X 36 ', ACCESS IS NOT REQUIRED FOR ATTICS WITH A
<br />ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE
<br />R3141 Smoke atarrls
<br />ATTIC
<br />CLEAR HEIGHT OF LESS THAN 24 INCHES. IF USED FOR STORAGE, ALL A TICS MUST HAVE AT LEAST 1
<br />(❑R BETTER), EXTERI ❑R AND INTERIOR LEAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER). ALL
<br />BE
<br />Smoke alarms shall kbe installed in the following locations
<br />T LLED AT THE P ❑INT DF ENTRY, ALL E_ECTRICAL WIRING INSTALLED
<br />LIGHT INSTALLED THAT IS CAN RD
<br />8807)
<br />OTHER STUDS SHALL BE 'STUD GRADE SPRUCE SPACE 16 OC ALL SPLICES AT TOP PLATE MUST
<br />WALLS S HALL BE CONSTRUCTED WITH
<br />1. In each sleeping ,room
<br />2. Outside each sepoarate sleeping area In the immediate vicinity of the bedrooms
<br />( F THE ATTIC ENTRY SHOULD BE PROTECTED BY GUARD STRIPS. (FBC
<br />WITHIN 6 FT D A AND HORIZONTAL CONCEALED DRAFT
<br />OFF ALL VERTICAL
<br />MINIMUM 4' -0" AND NAILED 4' D.C. W/ 12d COMMON NAILS. EXTERIOR
<br />112' PLYWOOD OR 7/16" ❑ S.B (2 -M -W RATING) NAILED WITH 8d NAILS SPACED AT 3" O.C. ALONG ALL
<br />3. On each additioncat story of the dwelling, including basements but not including crawl spaces and
<br />SHALL BE PROVIDED TO CUT
<br />FIRE-STOPPING EILING COVE CEILINGS, BETWEEN STAIR
<br />AS CONCEALED SPACES IN SOFFITS, DROP C
<br />HORIZONTAL JOINTS AND EDGES, 6' D.C. ALONG ALL VERTICAL JOINTS AND EDGES AND 12' D.C. ALONG ALL
<br />uninhabitable attiks. In dwellings or dwelling units with split levels and without an intervenin door,
<br />OPENINGS SUCH
<br />T M AND OPENINGS AROUND VENTS AND PIPES. FIRESTOPPING, IF OF W❑OD,
<br />STRINGERS AT THE TDP AND BDT O
<br />INTERMEDIATE STUDS, ALL OPENINGS 5' -0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS
<br />between the adjoacent levels, a smoke alarm installed on the upper level shall suffice for he adjacent
<br />level,
<br />SHALL CONSIST OF 2 -INCH N MIMAL WOOD OR 2 THICKNESS ❑F 1 -INCH NOMINAL WOOD.
<br />O
<br />WITH SIMPSON LSTA24 STRAP TIES AT EACH END OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS To
<br />2X4 42 SPRUCE OR
<br />lower level provlcded that the lower level is less than one full story below the upper
<br />is required to be installed within an Individual dwelling unit the alarm
<br />T PEN DI RECTLY INTO BEDROOMS,
<br />ENTRY DDDRS LOCATED IN GARAGES SHALL ND ❑ B SHEATHING DOES NOT
<br />FOUNDATION WITH SIMPSON HTT16 TENSION TIE, INTERIOR STUD WALLS TO BE OF
<br />SINGLE 2X4 #2 SPRUCE TOP PLATE WITH STUDS
<br />When more than onEe smoke alarm
<br />devices shall be interconnected in such a manner that the actuation of one alarm wit activate all of the
<br />A REQUIRED ❑N ALL TRUSSES AND RAFTERS, IF PLYWOOD OR OS
<br />RICAN CLIPS RE
<br />BOTH TOP PLATES,
<br />BETTER WITH SINGLE 2X4 P,T, PINE BOTTOM PLATE AND
<br />MAXIMUM 24' D.C. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO
<br />alarms in the individual unit, The alarm shall be clearly audible in all bedrooms over background noise levels
<br />OVER TOP PLATE, HURRICANE CLIPS MUST BE COVER
<br />OVER A.C. AT
<br />PLYWOOD OR OSB COVERING ENTIRE EXTERIOR ❑F HOME WITH NAILS SPACED 3
<br />SPACED
<br />HAVE MIN R -11 INSULATI ❑N ANCHOR WEDD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT20B
<br />with oil Intervening doors closed All smoke alarms shall be listed and installed in accordance with the
<br />UPLIFT PROTECTION
<br />6' O C ON EDGES AND THE REMAINDER AT 12' O.C. OR PLAYWDOD OR ❑SB AT CORNERS,
<br />TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION (BUILDING CORNERS),
<br />pprovisions of this code and the household fire warning equipment provisions of NFPA 72.
<br />TOP AND BOTTOM,
<br />WITH HURRICANE STRAPING ON EVERY EXTERIOR STUD, CRIPPLE, JACKSTUD ETC AT TOP AND BOTTOM,
<br />TRUSSES
<br />83131.1 Alterations, repairs and additions,
<br />When interior altercations, repairs or additions requiring a permit occur, or when one or more sleeping rooms
<br />T WORK;
<br />SITE
<br />1. THIS SECTION DEFINES PRE- ENGINNERE D, PREFABRICATED, METAL PLATE CONNECTED W ❑DD ROOF AND
<br />are added or creatteF in existing dwellings, the individual dwelling unit shalt provided with smoke alarms
<br />DESIGN IS BASED ❑N ALL ALLOWABLE SOIL PRESSURE DF 2000 PSF SHOULD FIELD CONDITIONS
<br />IMMEDIATELY NOTIFY
<br />FLOOR TRUSSES AS 'WOOD TRUSSES',
<br />ARE SCHEMATIC ONLY, TRUSS MANUFACTURER AND /❑R ENGINEER SHALL
<br />c
<br />located as requlrecdfor new dwellings; the smoke alarms shall be interconnected and hard wired.
<br />INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL
<br />THE SUBGRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED T❑ 95/.
<br />,.TRUSS LAYOUTS SHOWN ON PLANS
<br />BE RESPONSIBLE FOR THE DESIGN AND SPACING EF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWINGS
<br />Exceptions
<br />1. Smoke alarms in e-xisting areas shall not be required to be Interconnected and hard wired where the
<br />CONTRACTOR,
<br />OPTIMUM DENSI TY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR)
<br />T❑ THE BUILDER F ❑R APPROVAL,
<br />IN A CODE APPROVED THIRD PARTY QUALITY
<br />alterations or repoairs do not result in the removal of interior wall or ceiling finishes exposing e
<br />for hard
<br />SOIL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOIL S LAB PRIOR TO PEURING CONCRETE
<br />OF LDDSE OR WET
<br />THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE
<br />3 E
<br />'QUALITY CONTROL INSPECTION PROGRAM'
<br />structure, unless tthere is an attic, crawl space, or basement available which could provide access
<br />HA L BE NEAT EXCAVATED WHERE PASSIBLE WITH SIDES AND TDP EDGES FREE
<br />FOOTINGS S L CUT WITH
<br />ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE INSTITUTE'S
<br />wiring and interconnection without the removal of interior finishes,
<br />MATERIALS. WHERE NEAT EXCAVATION IS NOT PASSIBLE, FOOTINGS EXCAVATED SHALL BE OPEN
<br />TD
<br />OR EQUIVALENT,
<br />FDR ALL LOADS LIVE, DEAD AND
<br />2. Repairs to the exterior surfaces of dwellings are exempt from the requirements of this section,
<br />EDGES FARMED AND BRACED. ALL FOOTINGS WITH FORMED EDGES SHALL BE BACKFILLED FROM BOTTOM
<br />BE CLEAN AND DRY WITH ALL LDASE
<br />4,WOOD TRUSS MEMBERS AND CONNECTORS SHALL BE DESIGNED
<br />PLUS WIND LOADS IN ACCORDANCE WITH THE FBC SEC, 1606,
<br />8314.2 Power, source
<br />h it In wiring
<br />their Prom the bud
<br />TOP FOOTING WITH SELECT FILL, THE BOTTOM EXCAVATION SHALL
<br />M NT FDR TERMITES.
<br />FA PROVIDE SOIL TREAT E
<br />FLAT BEARING SURFACE,
<br />CONCENTRATED LOADS,
<br />FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT
<br />5 REFER TO THE L
<br />In new constructiom, the required smoke alarms shall receive primary power g g
<br />is from a commercial source, and when primary power is interrupted, shall receive
<br />MATERIAL REMOVED FOR AN ESSENTIALLY
<br />RI EM
<br />F ❑U N DA T I O N INSPECT IONS
<br />SPECIFICALLY ADDRESSED BY THE TRUSS FRAMING LAYOUT SUCH AS BEARING WALL HEIGHTS AND
<br />when such wiring served
<br />power from a batte=ry, Wiring shall be permanent and without a disconnecting switch other than those
<br />be battery
<br />PY F THE SURVEY SHALL BE ❑N SITE FOR THE
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A CD ❑
<br />FROM
<br />VAULT DETAILS,
<br />CEILING FOLLOWING
<br />6. WDDD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TD, THE DLL
<br />re uire- for overcturrent protection, Smoke alarms shall be permitted to operated when
<br />in buildings without commercial power or in buildings that undergo alterations, repairs or additions
<br />BUILDING INSPECTORS USE, ER ALL PR❑PERT Y MARKERS SHALL BE EXPOSED AND A STRING STRECHED
<br />INFORMATION
<br />ins ailed
<br />regulated by Sectlo)n 8313.1.1.
<br />MARKER TO MARKER T❑ VERIFY REQUIRED SETBACKS
<br />A. SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF WOOD TRUSSES,
<br />VALLEY AND CONVENTIONAL FRAMING MUST
<br />13 -1032 Detca (S, plans and Specl�IcatlOnS
<br />CAST IN PLACE CONCRETE
<br />MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS'
<br />B. ALL DESIGN LOADS AND THEIR POINTS [IF APPLICATION,
<br />CONSIDERED.
<br />Plans and specifica-tions shall be submitted with each application for a building permit, Energy code
<br />1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING
<br />PSI
<br />BE
<br />C. ADJUSTMENTS TO ALLOWABLE VALUES,
<br />calculations shall bie made a part of the plans and specifications of the building The building official shall
<br />FOOTINGS SLAB ON GRADE, SLAB FILL, .3000
<br />TIE BEAMS, TIE COLUMNS, 3000 PSI
<br />D. REACTIVATE FORCES AND THEIR LOCATIONS
<br />require, subject to) the exceptions in Section 481229 . , Florida Statutes, and Section 471003, Florida Statutes,
<br />in the
<br />MASONARY WALL
<br />2 CONCRETE SHALL BE READYMIX PER ASTM C94'
<br />E BEARING TYPE AND MINIMUM BEARING LENGTH
<br />that plans and specifications be prepared by an engneer or architect licensed to practice state of
<br />Florida. The oand specifications, Including the energy code calculations, shall show, In sufficient detail,
<br />PORTLAND CEMENT - ASTM (150
<br />F, DEFLECTIONS
<br />G. METAL CONNECTOR PLATE, TYPE, GAUGE, SIZE, AND L ❑CATION.
<br />plans
<br />all pertinent data and features of the building and the equipment and systems as herein governed including,
<br />AGGREGATES - ASTM C33 (3/4 MAX)
<br />H. LUMBER SIZE, SPECIES GRADE AND MOISTURE CONTENT,
<br />but not limited to design criteria, exterior envelope component materials, U- values of the envelope systems,
<br />NO CALCIUM CHLORIDE
<br />I. LOCATION AND CONNECTIEN DESIGN [IF REQUIRED CONTINUOUS LATERAL BRACING
<br />R- va(ues of Insulating materials, size and type of apparatus and equipment, equipment and systems controls
<br />AIR ENTRAINING - ASTM (260
<br />REDUCING - ASTM (494
<br />J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LEAD,
<br />other pertinent daita to indicate conformance with the requirements of the code.
<br />WATER
<br />FLYASH - ASTM (618 -78 CLASS F (20% MAX)
<br />K, WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES
<br />NFIP 44 CSR (0,3,c,5
<br />WATER - CLEAN AND POTABLE
<br />BARS
<br />L,, VALLEY SETS FOR OVER -BUILD CONDITIONS
<br />7, DEFLECTIONS FDR LIVE LOAD TO SPAN /360 (R ❑OF), SPAN /460 ( FLEOR), AND LIMIT TOTAL LOAD
<br />All foundation walls, and other exterior walls below the base flood elevation (BFE) shall be designed to
<br />finished liwin and designed to have openings s to allow unimpeded movement of flood water
<br />3 REINFORCING STEED ASTM A615 GRADE 60 DEFORMED
<br />RANGE 3' S"
<br />LIMIT A Y NOTED OTHERWISE,
<br />P IFIC LL
<br />N S S EC
<br />F R) U LES
<br />F) SPAN/360 C LOO
<br />PAN/ 4 (ROOF),
<br />DEFLECTI ❑NS TO S 2 0
<br />reclude 9 space
<br />pp m with FI C 60 3 c Th r h be a
<br />H dro- Static openimgs and construction must comply P 44 FR 5. Note There should
<br />4. REQUIRED SLUMP _
<br />5. WELDED WIRE FABRIC ASTM A185
<br />W
<br />H OR EBS
<br />TR C DRDS
<br />ALLOWABLE FDR USE AS USS
<br />ANT WOOD IS NOT LL
<br />RETARDANT
<br />8, .FIRE R ARE IMPOSED EN THE
<br />y. i
<br />r r f lease provide
<br />r in h f r eve s ua e oot
<br />r w lls (1 s ua e c o
<br />h n w se e ate a P
<br />mIn s rote o two q r P
<br />m f two o e q Y
<br />minimum o p g P
<br />FIBERMESH MAY BE SUBSTITUTED FOR WWF WHERE SPECIFICALLY STATED ON PLANS
<br />WOOD TRUSSES SHALL BE DESIGNED SD THAT MINIMAL HORIZONTAL REACTIONS
<br />9 ARE ALLOWED UNLESS
<br />NO SLIP CONNECTIONS
<br />calculations on ptams for the required area) Any additional questions, please consult the Local Officials
<br />6 MOISTURE BARRIER 6 MIL POLYETHYLENE
<br />SU PPORTING STRUCTURE UNDER VERTICAL LOADS,
<br />OTHERWISE NETED, CONTACT CONTRACTOR AS REQUIRED.
<br />_
<br />Guide to Implementimg the National Flood Insurance Program in Florida paqqes 5 16
<br />be installed in compliance with the requirements of' FSC Residential section R703721
<br />7 C ❑DES AND STANDARDS
<br />ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS,"
<br />M AN
<br />R AND E
<br />N VELACI TY PRESSU ES
<br />10, WOOD TRUSSES MUST BE CHECKED FDR WIND, WIND VELOCITY, DESIG �
<br />Brick veneer must
<br />New to existing comnectlon detail is required and must comply with the requirements of FBC Residential 2004
<br />ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING."
<br />ROOF HEIGHT MUST BE SHOWN ON THE SUBMITTED SHOP DRAWINGS,
<br />CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' E.C. UNLESS
<br />Section 8602 or '
<br />ACI 318 'BLDG CODE REQUIREMENTS FER REINF, CONCRETE,"
<br />'DETAILS CONCRETE REINF ER CEMENT,'
<br />11. CONTINUOUS BOTTOM
<br />NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING To THE
<br />GLAZING SEC CT ION 8308
<br />ACI 315 AND DETAILING OF
<br />OTHER END, OVERLAP CONTINUOUS BRACING AT LEAST DNE TRUSS SPACE. USE A MINIMUM ❑F 2 X 4
<br />R308.1 Identification.
<br />8 REFORCING BAR COVER
<br />3'
<br />(ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LEND, WITH 2- 16d NAILS AT
<br />Except as indicated in Section R3081.1 , each pare of glazing Installed in hazardous locations as
<br />?s designatin the
<br />FOOTINGS
<br />INTERMEDIATE AND 3- 16d AT END CONNECTIONS,
<br />defined in Section R308,4 shall be provided with a manu acturer ?s or installer label,
<br />le in
<br />COLUMNS 1 1/2'
<br />AND WALLS 1 1/2"
<br />12,CROSS BRACING IS REQUIRED AT MINIMUM 10' D.C. UNLESS NOTED OTHERWISE _ ❑GATE CROSS BRACING AT
<br />ALONG
<br />t pe and thlcknes s of glass and the safet glazin standard with which it complies, which Is visi
<br />fired,
<br />BEAMS
<br />1 1/L (EXTERIOR)
<br />❑R NEAR THE BOTTOM CHORD BRACING, INSTALL CRESS BRACING AT EACH END AND AT 20 D.C.
<br />the final Installatiion. The label shall be acid aloha sandblasted, ceramic- embossed mark, or
<br />SLABS 3/4' (INTERIOR)
<br />ALL WALL F ❑DYING CORNERS TO MATCH HORIZONTAL BARS.
<br />THE LENGTH OF THE LATERAL BRACING. CROSS BRACING IS ACCOMPLISHED BY ATTACHING DIAGONAL
<br />shall be of a type which once applied cannot be removed without being destroyed.
<br />9, PROVIDE CORNER BARS AT
<br />W!B BRACING T❑ OPPOSITE SIDES EF THE SAME GROUP OF SIMILAR WEB MEMBERS, SLOPE CROSS
<br />Exceptions
<br />(25" MINIMUM LAP) REINFORCED
<br />ON GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH CONC OR
<br />BRACING IN OPPOSITE DIRECTIONS AR APPROXIMATELY 45 DEGREES FORMING A CROSS 'X', USE A
<br />I For other than tempered lass, labels may be omitted provided the building official approves the
<br />g
<br />N SLAB
<br />10. ALL BUILDING AN ON 6 MIL VAPOR BARRIER
<br />SPECIFIED PER PL
<br />MINIMUM OF 2X4 GRADE MARKED LUMBER WITH AT LEAST 3- 16d NAILS AT EACH CONNECTION
<br />use of a certlflcate, affidavit or other evidence conflrming compliance with this code.
<br />WITH 6X6 -W1,4 W.W.F. AS
<br />N ROTE OR MASONRY
<br />P ATED TD CD C
<br />FOR WDDD L
<br />13.TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DF TRUSS SYSTEM DURING CONSTRUCTION.
<br />'BIB
<br />2. Tempered spanldrel lass may be identified by the manufacturer with a removable paper label
<br />11 ANCHOR BOLTS
<br />'J' BOLTS -USE 5/8'X8' 'J' BOLT WITH 7" ENBEDMENT AND 1" PROJECTION WHEN INSTALLED
<br />14.HANDLING, INSTALLATION, AND BRACING OF WDDD TRUSSES SHALL BE IN ACCORDANCE WITH 91',
<br />830811 Identification o mutt' pane assemblies.
<br />1 foot (0,09 2 ) in exposed area
<br />/ "
<br />PRIOR TO PLACING CONCRETE. WASHER 3' ED 8
<br />112' IMBED AT LOCATIONS IN LIEU OF 5/8'X8' "J" BELTS
<br />PUBLISHED BY THE TRUSS PLATE INSTITUTE
<br />15, ALL WOOD TRUSSES SHALL BE FASTENED T❑ THEIR SUPPORTS WITH APPROVED HURRICANE ANCHORS,
<br />Multi -pane assemloUes having �ndlvldual panes not exceeding square m
<br />shall have at least one pane in the assembly Identified in accordance with Section 8308.1 All other
<br />- /8'X3
<br />EXPANSION ANCHORS USE 5
<br />5/8'X4 -1/4' IMBED WITH 2' MIN EDGE DISTANCE
<br />RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTURER
<br />eones in the assembly shall be labeled ?16 CFR 1201.?
<br />EPDXY ANCHORS IN CONCRETE -USE
<br />ANCHORS IN TOP OF BLOCK WALLS -USE THREADED R❑D (3/4'X7' INBED)
<br />16 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG -TIE OR APPROVED
<br />F�308 2 Louvered: - windows or ,jalousies
<br />EPDXY
<br />❑N TOP OF 8' MASONRY WALLS WITH ADHESIVE OR ANCHOR BOND, WHEN
<br />EQUIVALENT MANUFACTURER. ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE
<br />Regular, float, wired or patterned glass in ,jalousies and louvered windows shall be no thinner than
<br />USED IN LIEU [IF 5/8 'X8' 'J" BOLTS
<br />PRESSURE AND CONSISTED
<br />MANUFACTURER,
<br />DESIGNED TO ALLOW FOR THE PROPER ROUTING ❑F A/C DUCT WORK AND PLUMBING,
<br />nominal 3 / 16 moth (4.76 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall
<br />be smooth.
<br />12. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING
<br />COMPACTION CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN
<br />17 TRUSSES ARE TO BE
<br />CHASES SHALL NAT BE BLOCKED BY WDDD TRUSSES
<br />830821 Wired glass prohibited,
<br />longitudinal not be in jalousies or louvered windows.
<br />REQUIREMENTS OF SPECIFIC SOIL CONDITIONS (REFER TO FBC -R 403 TABLE R4031.1)
<br />18,PILING ❑F PLYWOOD ON WOOD TRUSSES IS NET ALLOWED.
<br />DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOED TRUSSES IS NOT ALLOWED
<br />Wired glass with wire exposed on edges shall used
<br />R308 3 -Human impact loads,
<br />BAR
<br />STEMWALL 20' WIDE X 10' DEEP W/2 #5 RE TORY (20" DEEP X 16" WIDE)
<br />X 12' WIDE), 2 S
<br />19, INSTALLATIEN OF BROKEN,
<br />20IMPERPER OR UNAUTHORIZED FIELD ALTERATIONS OF WEED TRUSSES IS NET ALLOWED.
<br />Individual glazed areas including glass mirrors in hazardous locations such as those indicated as
<br />MONOLITHIC 1 STORY (20 DEEP
<br />DEEP X 16' WIDE)
<br />21. GABLE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS T❑ THE SHEAR WALLS AND /ER THE ROOF
<br />defined in Section R308,4 shall pass the test requirements of CPSC 16 CFR, Part 1201, Glazing shall
<br />2 STORY (20'
<br />FOOTER DEPTH - BOTTOM EF F ❑DYER MUST BE MINIMUM OF 12 BELOW GRADE
<br />DIAPHRAGM,
<br />WALLS MUST BE SHIMMED, DO NOT PULL
<br />corn, ly with the CIPSC 16 CFR, Part 1201 criteria for Category I or Category II as indicated In
<br />FIREPLACE - 12' DEEP WITH MATT ❑F #5 REBAR
<br />MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING
<br />22WOOD TRUSSES THAT D❑ NDT MEET INTERIOR LOAD BEARING
<br />PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS,
<br />Table R308.3 .
<br />Exceptions
<br />13 PROVIDE 1/2' EXPANSION JOINT
<br />MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREA'S.
<br />23 SUBMITTALS ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL AF A LICENSED STRUCTURAL ENGINEER
<br />1 Polished wired glass for use in fire doors and other fire resistant locations shall comply with
<br />CONCRETE ER
<br />IN THE STATE OF FLORIDA AND SHALL BE SUBMITTED TD CONTRACTOR /ENGINEER FOR REVIEW PRIOR
<br />ANSI Z97,1.
<br />MASONRY WALLS'
<br />1. HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I,
<br />TO W ❑OD TRUSS FABRICATION
<br />SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PR ❑FILES FOR EACH TYPE ❑F TRUSS WITH
<br />2. Louvered windows and jalousies shall comply with Section 8308.2
<br />GRADE N, MINIMUM NET COMPRESSIVE STRENGTH = 1900 PSI
<br />2 MORTAR SHALL BE TYPE M OR S AND C ❑NFARM T❑ ASTM (270
<br />A.
<br />PERMANENT BRIDGING REQUIREMENTS
<br />B, SUBMIT WOOD RUSS ERECTION PLAN, INCLUDING CONNECTIONS DEATILS AND UPLIFT ANCHORS
<br />3 CONCRETE GROUT SHALL CONFORM TO ASTM (476
<br />C. SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN.
<br />3 000 PSI AT 28 DAYS
<br />D MAINTAIN COPY OF SUBMITTAL ON JOBSITE
<br />3000 MAXIMUM AGGREGATE
<br />SLUMP MINIMUM CLEARANCE ❑F 1/2' FROM MASONRY. THE CLEAR DISTANCE BETWEEN
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND
<br />T❑ HOLD HARMLESS IDEMNITY AND DEFEND DESIGNER FROM ALL
<br />4 BARS
<br />BARS SHALL NDT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1 ',
<br />ALL
<br />THEREFORE AGREES
<br />BLE ATTORNEY FEESG OUT
<br />CLAIMS, LOSSES AND EXPENSES (INCLUIjING REAS(jNA ) ARISIN
<br />5 VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OPENINGS OVER 4 FT, WIDE, UNDER
<br />T DRAWINGS
<br />OF ❑R RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO
<br />)EiC7PTI00 &IL314 ELEM rS
<br />l0EA1C7)?E0F
<br />FASTB4F"
<br />SPA51 Of FASTB�S i
<br />Cls:lcshryjef, local
<br />13Ci21j2' -'1��
<br />.
<br />"� 3sudf %r a ess .: ea.h a�sl `aoe •al
<br />.
<br />2;d i 2'1-' -'' 1J'
<br />170
<br />: apples X11,'
<br />.
<br />st.flca opstcr ?r',er bind ae'3ce'al
<br />4�,3'iz �C 13S1
<br />1'l ring or screw shank naFrTirum
<br />- -- - - -__ _ __._
<br />#,la ;e!cxs:atia;iing,`Ke-al
<br />1Ed,2'i, -.135)
<br />To
<br />;D x sae p ae :) ;LA e-c -ail
<br />1Ed ;3'y' ft 1351
<br />139
<br />�d is sae p v 'Ce ral
<br />3-EC Cr ",lid 13'I , 4 ')S'
<br />a
<br />JEs'u1s,f3.erai
<br />'3((3'4123;
<br />.4'cc
<br />udccitntes lateral
<br />?.di3' -123'
<br />:4'cC
<br />3cie
<br />° ;led',?',, d1`6 i
<br />1E"cc
<br />�-*c p) at esrrm ,m24- _c ^d�_e ;decica!s_`ace'atln -
<br />-- -
<br />F!Rd','' ;4f,Sl
<br />accec zr6a - - -- - -- -
<br />xwngm .aerJ.s :sx'a'arsiclaolle,IZ . al
<br />a8di2'h- 1' -3')
<br />.
<br />JCStCaI:Vr e"
<br />Edl2'I,' -113';
<br />TC:
<br />o asas acs I : orrers apc it a x1,rs 'a.e �al
<br />:_41 < 123;
<br />dfl: s3cel rwo pieces r M - Kier
<br />irdl?',, -135j
<br />'3o C aarg e3ci e( �e
<br />m2 ,eier,'ricpeoes
<br />1Edj3'i2' -133;
<br />,3 .,c aorgeaeii,�e
<br />zVi^� osls to g.e :ce cal
<br />3, '%,, 4'� 13'
<br />�vvuos"ea.aicsr :Cfce ^al
<br />JidI :11,K "3';
<br />.
<br />rg osl, Ts c.er �rAns 'a.e °atl
<br />3 'l ,3' -1 i3;
<br />ii°gcsl.caae-lie's Ire^ad
<br />3IL,l ;� -t23;
<br />.
<br />tier io p a e .ce ^ai
<br />16d ,' -1'S I
<br />''trace', aach sv. xc :late 'ace � al
<br />2 ,d I',' -' 13'
<br />, slz les " '
<br />a
<br />c"shea`rgc-achx-arg,'a.e-ail
<br />,:df2'l,'fC -1�'
<br />.
<br />isla,rles ''i;
<br />" *3 ;haargxsathza'r ;,`re ^ad
<br />2Ed12''� -'13°
<br />>sfzdes °,'
<br />-
<br />,' der *a "x 3s,`sa-rg `o eac h teai-g, f at e nail
<br />3Ed( ,' - t'?'
<br />4sta,l '','
<br />i[- .gcrer sr_cs
<br />Id(3' di 123;
<br />4 "c c
<br />d -.p rKcsa ard.ea s, 2 irch 1 rrer IA ars
<br />?C (3' -123;
<br />�' a h a,a 3s '.Ii s.
<br />DE C. I' :p rdtdfer
<br />and r.aggered Tw rais M
<br />ads arc a ea ^h sore
<br />"pH. ^,{5
<br />.- 1Ed',3i; e136)
<br />A'.e3c' :°.ar -g
<br />d -etn !c_'d3e, valley x `,p rt,r,
<br />-_
<br />zeal
<br />_
<br />-I 11` ,0 13F
<br />___ - - -
<br />_ - - --
<br />_ - - - - -- _
<br />aenj
<br />3- I ;dl3',2 -1351
<br />al er lees is aP.e -,, `ace r at
<br />3 {d;I' ; -1' o"
<br />-
<br />^l f; r l ''I'r'lr s
<br />!- r i ',i
<br />- a� Q /Q
<br />C5 S�_�r,7)1� o i
<br />-I- -- 1�� �1IT -
<br />��
<br />2
<br />��
<br />a � T 5
<br />O I o 02��20 2 12 2
<br />�O 20
<br />1� 02,1 '02 5
<br />_1 -- f111JJ I J __ 5
<br />i 02 i
<br />- a �HIP ROOFS NOTE: a = 4 feet in all cases
<br />7% 0 S 27°
<br />COMPONENT & CLADDING LOADING DIAGRAMS
<br />FA57RE R SC�l1E
<br />BULD14 MA- 6R1ALS I I Edger
<br />Hood structural panels, subfloor roof and wall sheath ing to fram in g, and particleboar d wal sheathing to fram rig
<br />" ; . 6c c.mncn � ' 13 "? al „uoflcor a al' E -A
<br />aC :.rmcn Gz C J? rsi ircd!
<br />rs, Std :.m+on as 7..' =013 "I 6 '2s
<br />''f,' "��' i':d,oml3'- C148 "I-3ior - - E .
<br />Ec',21 2, -. �3�• ,e'crnec •all
<br />other wal sheathing"
<br />+L'srurVal :alluasC i' ",'gakar:adr)cfr ;•ailed :c'n+cr 7'x0 +3 ^,.halt 5
<br />firer :cir:veathlrg stnef6ia ";Jong
<br />1'lo v,-uctD'a:ellLOsc 'al; ;ahar:edrxfr ;,*-d:crmcr 2`,2-4 �31')ralt 2 5
<br />"be&cac s-<athmg iSIDIe +5 ;a "+",dig
<br />s.Mvfiat "r� '! iz' gakartadrxfr ;-al,StdcorrcriY•0'3 "I raft 4 a
<br />s'aDe gah er:eo 1'',' or; ���' s� ens,- f;e'A' a S
<br />sl,'y Dsums-3alhr ;1 ' iI," ;ahar:ecrxrrg^311,6dcDrrorl2`'; <'S1 ",-alt c e
<br />stapega zed.I,,' or; , i'so'ews ;,e'AorS
<br />Woo dstructnr0paneIs combiratonsibfloorundetieyrrenttoI, am 'ng
<br />arc less Fd Berard -a11 i" x2 11"i or 2 2
<br />Ed anrcr ;.'�' rC 13"I ^aIi
<br />6C imam ;'e' ,' -C 13'' i sai er 6 2
<br />BC dehrd'atl 2'' <C titi'1
<br />,' - "�, ' %:cmror , C 148 al Dr E
<br />�- --- - - -- --. - - -- ._- - -- --
<br />8C defY712d 2,; -,'1:7)-311
<br />III, - -- _- -- - .- ----- . - - - - -- ------ -- _ - �-- - --- _'-. -_- _. __.._..
<br />Fct r Si . ' r :h - 2'. 4 rr. ' f xt = K4 d rmr ' e xr ^ur = J =4' " s - 5 t95 f ;Pe � -- 'I
<br />:a 1,l na's are srocC- :.rrocr box x tefc,r,e sr ar a e, : apt w - ere Dt" se stare., 'd g us ec f or ratrir g ar d shed rg
<br />oneT.o-ss -Al are -iinm.maea ;ete,Jrg]ecs're-gthsa cwn 8Cssrfo s arhoarCarof)'92nc-
<br />CoNmICr3il 06ifor shot Yc "ere'e-sear ;><,ar,fu2rtc ct aria, lhar r'rr and C'h'cr -.
<br />s an -zma ars 1)'42 r:h or ass _L_
<br />ap'es3re 5 ;agex' Heard aea ni .m',,nercr9ane_er :rav•wo_
<br />;TfilS 32a11 to soa,ec x not rcre °an i irons on c afar at at s- pcor's oi,ere spars are 43lrches cr ;reater
<br />-- -T --
<br />d Fouh'ad -Dy - &f xt or 4- rDcLt'/4f Dct cares call x Xpied . ar';caly - I -
<br />ie acr ^ef'as'enes ancucedm'is'ateshal.etasedcl isFC222' 1
<br />.. - i - -__
<br />-- --
<br />_ _ - _._ -_ _._ _.. .I-
<br />, �- ed
<br />� For -egens ha. , tas c w nd spfee; cf :0 -co )r es ras'or adav,l w xd str-Ctu-al pare; rod seat^ rg Ic ;atk ere
<br />n31i If' amir; sraPDespeceeElrciescncater' rr *ettaslcwrd;peeosgret.ec.an'7Gr ,eIE'orattec'iri; arelrod
<br />sheaf rg'.c ',termediate suil i-4; A >pac ec 5 ,this ;n : rter for -,P rmm '€ rrr distarce "Dr r Cges sot +es arc ;at e
<br />T NC KNPSS f Inches )
<br />E-- ( ) Inchon'
<br />Inches Ruches
<br />wood stry ctll at panels subfloor, roof and wan sheathing to (ram ing and pari cteboard wall sheathing to frammgr
<br />up tn,l. jSt apit 15 ga. l If, _ 4 _. _ 8 I
<br />15 and 16 ga. 2 ) 4
<br />n Hots N a 7'1 4
<br />INAL MAT ERAL DESCRIPTION• ^OF FASTENER ANAL
<br />THICKNESS NIL _
<br />,inched linchesl
<br />(inches)
<br />7,and U,
<br />E
<br />1-1 ring-of screw shank naF r-amum
<br />i_�________. _.______- ...____ -__
<br />o
<br />c
<br />130 1
<br />1 c /- ga. (0.099') shank diameter
<br />1 150
<br />160
<br />170
<br />Stap.18'i ", "l ,crow nwMlh
<br />2
<br />5
<br />' 7s,. �1,,' s/n,. l2, and rsl,
<br />1'l ring or screw shank naFrTirum
<br />- -- - - -__ _ __._
<br />8
<br />81
<br />i 108
<br />r 2'Iga.(0.099) shank dameter
<br />124
<br />139
<br />ViP,i andrl, 1_2irtg or screw shank nat rir rmm
<br />a . 1�1-- . -- - __ _ - - --
<br />2 / ga. (0.099) shank diameter
<br />8
<br />a
<br />6
<br />B
<br />IStaole t6ca. 1'!,
<br />+sap le 1 e ga.. r, Tong, �ra craw n
<br />'/, Sid mggrooved underlaymerd n,
<br />Staple 16 ga., 1'f, long,rl, crew n
<br />'V, 16d ring grooved underlaymenl n.
<br />I Staple t6 ga., 11 1, lonq,'l, craven
<br />end+ 3is and a i. c. es en :er le. o ac a e-c n ai. (anrg. For St 1 no = 254 mm
<br />- --- - -- - - - ^� - :e _i - -t � - ; „4 r51 ern^ r -i` - �r - dl -A a. Hal s s general deser�rior and may be T -head moffied round head or round head
<br />uvDSUms`eatr s`arcDformtt. z.d,hal',er,.aletre.D . a -ent.o b..,ads, eat gs r____- .--- --- - -- - -- --t. -- _ -__ -- - _ -- -at -- _- .__�_. _ _ - _ -.
<br />Crfcr'^.IC 4; ^ :2g T- 1 .b. Staples shat have a M-rmvm craw n w idl r 71161rch on diameter es cepl as noted
<br />. f f r .n ^-re, ed e5 a° 1e5'.9 8nei eC es s0. C?ec Pamr rer'ter5 and re red ^kair is Nals or slapks shat be spaced a( rd more than 6 inches on center at a8 supports where spans are 46 fiches or greater %is
<br />Spec,; o as,e^e's on Do sheari g ,c _ ,p F g rF c4 9 � I -
<br />- r ^f '3s'er ars Dr rod sheatl'r :ae'� ec as ;lots :B are as sutDCteC dv harm, i�', or slapks shal be spaced al nd mote than 12,chat on center at hermediale supporlt for floors ,_-
<br />and a al, cor ow meters m!,r $ac g o g g F S -
<br />me ^cars 3nd'egL rec Doctor 3oc,r of :cf :r f xr s`eatheg Dane ec ges,erpendicalar LD te'r3nrg rrerters aeed s 1'd Faeteren shat be placed n a grid pattern throughout the body d the panel __ _
<br />9- - - ,_ - - - -- - - - - -- - " -- -- - - - � - e. For SD Danek, inlernediate naffs shal be spaced no( more than 12 inches on center each way
<br />rrn be os dec en ter as'equ-ac :y a' ar xDs.s cr s of 7 s =ce. Flccr,e-ireter s aL 1e s_ppxed N an g me -tars l s .- -- ., - - -_--
<br />Cr S.d.CC Vr, T ,f. Hardboard jnderbayrer4 shat cordom to ANISVAM A'a5.4
<br />FLORIDA STATUE 471 ENGINEERING
<br />471.003 Qualifications for practice; exemptions.- -
<br />(2) The follovNrg persons are not required to be Licensed ander the provisions of this chapter as a Licensed engineer:
<br />(h) Any electrical, plumbing, air - conditioning, or mechanical contractor wtlose p-ac:ice includes the design and fabrication of eiectrical,
<br />plumbing, air - conditioning, or mechanical systems, respect,-.) 'which she or he installs by virtue of a iicense issued under chapter 489, under
<br />.: -r on an construction project which:
<br />part I of chapter 553, or under any special act or ordinance ,xn - '"Jr1C1 .g y p ]
<br />1. Requires an electrical of plumbing or air - conditioning and -efrigeration system with a value of $125,000 or less; and
<br />2.a. Requires an aggregate service capacity of 600 amperes (240,tol or lessor a residential electrical system or 800 amperes 1240 volts) or
<br />less on a commercial or industrial electrical system;
<br />b. Requires a plumbing system with ,ewer than 250 fixture units; or
<br />c. Requires a reatirg, ventilation, and air - conditioning system not to exceed a 15- ton -pe-- system capacity, or if the project is designed to
<br />(accommodate 100 or fewer persons
<br />TABLE R301,2,123 a,b,c
<br />WIND SPEED CONVERSIONS
<br />V,,,
<br />100
<br />E10
<br />120
<br />130 1
<br />L40
<br />1 150
<br />160
<br />170
<br />190
<br />0
<br />V „a
<br />78
<br />85
<br />l 93
<br />1 101
<br />i 108
<br />116
<br />124
<br />139
<br />L47
<br />F1�5 5
<br />For SI 1 mile per hour = o.447 m/s
<br />a. Linear interpolation is permitted
<br />b. V „e = nominal design wind speed
<br />c. V., = ultimate design wind speed determined from Figure R3012(4)
<br />TABLE R30121,2 n,b,c,d
<br />r.,rkrn_nnokrr nccolc oonrl- rTrnnl recrrtirNr, crurnlu cna Wnnn STauCTURAI PANFI S
<br />FASTENER TYPE
<br />FASTENER SPACING On,) a b
<br />Panel span
<br />< 4 foot
<br />panel span
<br />panel span
<br />FLOOR PLAN
<br />< 6 foot
<br />< 8 foot
<br />#8 wood screw based anchor with
<br />16
<br />10
<br />8
<br />2 -inch embedment length
<br />ELEVATIONS
<br />5
<br />010 wood screw based anchor with
<br />16
<br />12
<br />9
<br />2 -inch embedment length
<br />1/4 -inch lag screw based anchor
<br />16
<br />16
<br />16
<br />with 2 -inch embedment length
<br />For SI: 1 inch = 25.4 tom, 1 foot = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0,447 m/s
<br />a. This table is based on V„a,as determined in accordance with Section R301213 of
<br />130 mph and a 33 -foot mean roof height,
<br />b. Fasteners shall be installed at opposing ends of the wood structual panel Fasteners
<br />shall be located a minimum of -inch from the edge of the panel.
<br />c. Anchors shall be penetrate through the exterior wall covering with an embedment length
<br />of 2 inches minimum into the building frame, Fasteners shall be located a minimum of
<br />2 1/2 inches from the edge of concrete block or concrete,
<br />d. Where panels are attached to masonry or masonry /stucco, they shall be attached using
<br />vibration resistant anchors having minimum ultimate withdrawal capacity of 1500 pounds
<br />NOTE: E gg [
<br />FASTENING SHOULD BE TYPEALW' L 1 /4' DRYWALL SCREWS AT T12' OCAFOR CEELIDNG AND 1 -1/8'
<br />DRYWALL SCREWS AT 12' OC, FOR WALLS, ALL ENDS AND EDGES OF WALLBOARD SHALL
<br />OCCUR OVER AND BE SCREWED TO SUPPORTS MAXIMUM SCREW SPACING AT ENDS
<br />(EDGE IN VERTICAL APPLICATION) SHALL BE 6' O.0 AT EACH SUPPORT MINIMUM SCREW /NAIL
<br />DISTANCE FROM EDGE SHALL BE 3/8'. THIS SHALL APPLY TO BOTH CEILING AND WALL
<br />INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS
<br />CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
<br />ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
<br />OR CHAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
<br />GLASS BLOCK INSTALLATION
<br />AREA WITH A HEAVY AT F ASPHALT M
<br />1. COVER SILL RE I CO 0 EMULSION ALLOW EMULSON TO DRY AT LEAST 2 HOURS BEFORE
<br />PLACING MORTAR.
<br />2. ADHERE EXPANSION STRIPS TO JAMBS AND HEAD MAKE CERTAIN EXPANSION STRIP EXTENDS To SILL
<br />3, SET A FULL MORTAR BED JOINT, APPLIED TO SILL
<br />4. SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 1/4" PLUS OR MINUS 1/8' ALL MORTAR J01NTS
<br />MUST BE FULL AND NOT FURROWED STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE A
<br />RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP OR OTHERWISE MOVE
<br />FT INITIAL PLA PLACEMENT, FOR A K T MAY NECESSARY T W N TH M TA
<br />BLOCK AFTER C SOLID GLASS BLOC I BE D USE EDGES I E MORTAR
<br />T F THE LOWER COURSES TO PREVENT THE MORTAR FROM N T.
<br />JOINTS 0 E LO E RO BEING SQUEEZED' OU
<br />5. INSTALL PANEL REINFORCING ON 24 INCH CENTERS HORIZONTALLY 16 INCH CENTERS FOR THIN LINE SERIES GLASS
<br />BLOCK AND SOLID GLASS BLOCK UNITS AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS
<br />(THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE
<br />SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO RND OF PANELS, LAP REINFORCING NOT LESS THAN 6
<br />INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH DO NOT BRIDGE EXPANSION JOINTS WITH
<br />REINFORCING. INSTALL. REINFORCING AS FOLLOWS'
<br />al PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW,
<br />r PRESS PANEL REINFORCING INTO PLACE,
<br />as COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH DO NOT FURROW.
<br />6, PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING. DO NOT FURROW, MAINTAIN
<br />UNIFORM JO ❑INT WIDTH.
<br />N COURSE ❑F BLOCKS, PA AT HEAD F PAN AN AM MUST MAN F F MORTAR.
<br />7. SET SUCCEEDING C B C S SPACE E D O EL D JAMBS US REMAIN FREE ❑ ❑ AR.
<br />8, STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS TIME RAKE OUT ALL
<br />ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR
<br />FROM FACES OF GLASS BLOCK AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL
<br />SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />9, AFTER FINAL MORTAR SET (APPROX. 24 HOURS). INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND
<br />JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />10. APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION
<br />A AN TR T N .
<br />MANU L D �J.�S UC ]O S
<br />11, A MAXIMUM ❑1_ 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY ❑PENING FOR WIND SPEEDS UP TO
<br />100 MPH, PER PITTSBURGH CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK
<br />*SPECIFICATIONS FROM PITTSBURGH CORNING CORPORATION PUBLICATION GB -185 30M REV. 11/88
<br />5_4� j
<br />C,
<br />C RIDER LOADS, AND NOT TO EXCEED 8'-0' O/C FOR STRAIGHT WALLS, OR AS SHOWN EN HE PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE
<br />6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED PROVIDE ACI 90 DEGREE STANDARD HOAKS DESIGNDER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION I hereby certify that I have reviewed this plan and found it to
<br />INT❑ F❑❑TING, AND TIE BEAMS.
<br />7 REINFORCING BARS SHALL BE STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HD❑KS be in COr pliance with ASCE 7 -10 and the Florida Building Code 201 edition
<br />ARE DETAILED ON THE PLANS
<br />8. REINFORCING BARS SHALL BE LAPPED 25' MIN WHERE SPLICED AND SHALL BE WIRED TOGETHER David W. Srlith, P.E. #536
<br />ENGINEER LICENCE 453608
<br />INDEX
<br />OF DRAWINGS
<br />1
<br />COVER
<br />�
<br />FLOOR PLAN
<br />❑UNDATION PLAN
<br />3
<br />LINTEL PLAN
<br />DETAILS
<br />4
<br />TRUSS PLAN
<br />ELEVATIONS
<br />5
<br />ELECTRICAL PLAN
<br />SUBMITTAL DATA
<br />f
<br />,) t� I q -C) � S __ u�
<br />I )O- rc
<br />-�� /I'o'
<br />V \f ( ) �, I �1 5 -i
<br />� `�
<br />]o
<br />1
<br />L
<br />�1
<br />ci U
<br />t
<br />I I
<br />I
<br />11. �
<br />I I I I ,
<br />I I % I � -( .), -�� i 5 7
<br />- 1. � �_ I',' " � , i , l - .�
<br />F_;
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<br />l (.�IN`I .yr ..
<br />l° rin4, `-
<br />1 .r.
<br />CUSTOM DESIGN FOR PAULA KELLER & JAMES COOK
<br />PARCEL: 12- 26- 21- 0260-01400- 0801
<br />KELLER PAULA & COOK JAMES
<br />5738 CYPRESS STREET
<br />ZEPHYRHILLS, FL 33542
<br />D.W.SMITH,M.Se,P.E. #53608
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTON DRIVE -DADS CITY, FLORIDA 33525
<br />PHONE: 352-521-0865 FAk 352- 521 -0867 E- HAIL dwsflpeeearthl ink, net
<br />DESIGN PLANS BY RICK
<br />813-765-9793
<br />rgoll hardt @tam pab ay. rr. com
<br />ENGINEER'S NOTES SHEET OF
<br />1 OF 5
<br />JOB NO.
<br />SCALE 1 1 MARE 2013
<br />DESIGN /DRAWN CHECKED 2013 -9
<br />R, GOLLHARDT D.W.S.
<br />
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