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VICINITY MAP
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<br />GENERAL NOTES
<br />I ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES
<br />2 DIMENSIONS SHOWN ON PLANS ARE FROM FACE OF STUDS AND FACE OF MASONRY UNLESS
<br />SHOWN OTHERWISE. EXTERIOR WALL DIMENSIONS ARE FROM FACE OF STUD.
<br />3 ALL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY OWNER, CONTRACTOR SHALL FURN15h
<br />ALL PLUMBING, MECH, * ELECTRICAL SYSTEMS FOR INSTALLATION OF THIS EQUIPMENT
<br />4 COORDINATE ALL APPLIANCE AND PLUMBING FIXTURE OPENINGS WITH CABINETRY.
<br />5 VERIFY WINDOW AND DOOR OPENING DIMENSIONS w/ MANUFACTURER SIZES
<br />6 DOOR AND WINDOW OPENINGS THAT READ 3080, 20X40, ETC ARE 3'-0" X 8'-0", 2'-0" X 4'-0". ETC.
<br />7 CONTRACTOR SHALL POST LOAD CAPACITY SIGN PER LOCAL FIRE MARSHAL
<br />8 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS * DIMENSIONS AT THE JOB 51TE PRIOR TO
<br />COMMENCING WORK CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS
<br />EXISTING CONDITIONS TO THE DESIGNER BEFORE COMMENCEMENT OF WORK. THE DESIGNER'S
<br />RESPONSIBILITIES EXTEND ONLY TO CHANGING THE DRAWINGS * UP TO THE VALUE OF SAID
<br />DRAWINGS.
<br />9 THE CONTRACTOR SHALL SUPPLY, LOCATE * BUILD INTO THE WORK ALL INSERTS, ANCHORS,
<br />ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS * PITCHES AS MAY BE
<br />REQUIRED TO ATTACH * ACCOMMODATE OTHER WORK
<br />10 ALL DETAILS * SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL * SHALL BE
<br />CONSTRUED TO APPLY TO ANY SIMILAR 51TUATION ELSEWHERE IN THE WORK WHERE A DIFFERENT
<br />DETAIL 15 SHOWN.
<br />11 DEVIATIONS FROM THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER.
<br />MODIFICATIONS OF STRUCTURAL DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL
<br />PRIOR TO PROCEEDING WITH THE MODIFICATION. ALL CHANGES TO STRUCTURAL DETAILS
<br />CONSTRUCTED WITHOUT PRIOR APPROVAL OF THE ENGINEER ARE AT THE CONTRACTOR'S AND
<br />OWNER'S RISK
<br />12 IT 15 THE INTENT OF THE DESIGNER THAT THIS WORK BE IN CONFORMANCE w/ ALL REQUIREMENTS
<br />OF THE AUTHORITIES HAVING JURISDICTION OVER THI5 TYPE OF CONSTRUCTION $ OCCUPANCY.
<br />ALL CONTRACTORS SHALL DO THEIR WORKING IN CONFORMANCE w/ ALL APPLICABLE CODES
<br />REGULATIONS.
<br />FLORIDA PRODUCT APPROVAL SCHEDULE
<br />PRODUCT CATAGORY
<br />MANUFACTURER
<br />FLORIDA PRODUCT APPROVAL NUMBER
<br />DOORS * WINDOWS
<br />SEE CONTRACTORS SCHEDULE FOR FLORIDA PRODUCT APPROVAL NUMBER
<br />UNDERLAYMENTS/ PEEL
<br />POLYGLA55 USA
<br />FL 5259
<br />SEAL MEMBRANE
<br />WOOD CONNECTORS
<br />51MP50N STRONG TIE
<br />FL 9589, 10007, 10441, 10446, 10447, 10456, 10531,
<br />10667, 10860, 10866, 11468, 11473, 11496, 13872,
<br />13975
<br />CONCRETE LINTEL
<br />CAST CRETE
<br />FL 158.1, FL 158.2
<br />ROOFING/ SHINGLES
<br />GAF
<br />FL 10124, FL 31588, FL 33750
<br />ROOFING/SINGLE PLY ROOF
<br />GAF
<br />FL 10124, FL 31588, FL 30780
<br />SYSTEMS
<br />ROOFING/BITUMEN ROOF
<br />GAF
<br />FL 10124, FL 31585, FL 39780
<br />SYSTEM
<br />ROOFING/
<br />TAMKO BUILDING PRODUCTS
<br />FL 3901
<br />NON-STRUCTURAL METAL
<br />ROOFING
<br />ROOFING/ VENTILATORS
<br />LOMANCO
<br />FL 2547, FL 3595, FL 3792, FL 3793, FL 3794, F
<br />15696 FL 1202 FL 28 5 FL 29284
<br />7 47 ,
<br />PANEL WALL/ SOFFITS
<br />KAYCAN LTD.
<br />FL 39778, FL 39367, FL 16503, FL 24564
<br />PANEL WALL/ SIDING
<br />LP BUILDING PRODUCTS
<br />FL 9190, FL 38694
<br />PANEL WALLS/SIDING
<br />JAMES HARDIE PRODUCTS
<br />FL 10477, FL 13192, FL 13223, FL 13265, FL 19901,
<br />FL 32103
<br />NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FOR
<br />15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THI5 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
<br />CONDITIONS, OTHER DESIGN PROFE5510NAL5SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND
<br />THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF ALLTECh STRUCTURAL
<br />ENGINEERING, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />O
<br />h
<br />ELEVATION
<br />G
<br />WALL PRE55URE ZONES
<br />(150V IO VIEW)
<br />O
<br />h
<br />ELEVATION
<br />n c i,
<br />0
<br />GABLE FLAT ROOFS Oa°
<br />01 OO IOO
<br />f---------�--
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<br />- -r---------
<br />OO
<br />I
<br />OO
<br />--
<br />GABLE
<br />FLAT
<br />ROOF5
<br />i
<br />I
<br />;
<br />71<0<451
<br />=Ko7
<br />L
<br />M tSJI V \�
<br />a = Width of Edge 5trlp
<br />hip ROOF
<br />7°<©<45°
<br />ROOF PRE55URE ZONES
<br />(PLAN VIEW)
<br />FLORIDA STRUCTURAL DESIGN
<br />CRITERIA
<br />(FBCR — 2020 7TH
<br />EDITION)
<br />GABLE B - 2/12-4/12
<br />ROOF 5LOPE(7-20 DEGREES)
<br />= Vult
<br />40 P5F
<br />ZONE I, 16.95 -42.00
<br />FLOOR LIVE LOAD
<br />80 P5F
<br />CORRIDO ZONE 2n, 16.95 -61.20
<br />R5 2 r, 3 e =
<br />ROOF LIVE LOAD
<br />20 P5F ZONE 3r= 16.95 -72.80
<br />ROOF DEAD LIVE LOAD
<br />10 P5F
<br />WIND LOAD:
<br />WIND50KNE DEBRIS AREA
<br />YES
<br />WALL:
<br />I WIND SPEED=
<br />145 MPH
<br />ZONE 4 = 22.75 -24.60
<br />Vult
<br />2 RI5K CATEGORY:
<br />II
<br />ZONE 5 = 22.75 -30.40
<br />3 WIND EXPOSURE
<br />B
<br />GARAGE DOORS:
<br />CATEGORY
<br />4 ENCLOSURE
<br />ENCLOSED
<br />9'X7 19.9 -22.50
<br />CLASSIFICATION:
<br />INTERNAL PRESSURE
<br />±0.18
<br />16'X7 19.5 -21.2
<br />COEFFICIENT=
<br />5 COMPONENT * CLADDING
<br />END ZONE WIDTH =a= 41
<br />FOR ROOF ANGLE=
<br />(>7 TO
<br />20°)
<br />H=0 TO 30 FEET
<br />HEIGHT * EXPOSURE ADJUSTMENT
<br />COEFFICIENT = 1.0011
<br />(DESIGN PRESSURE P5F*) 501L BEARING PRESSURE: 1,500 P5F
<br />(ASSUMED)
<br />FRAMING N OTE5
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE
<br />COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE
<br />FRAMING INSPECTION
<br />FOUNDATION NOTE
<br />1) A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE
<br />SURVEY SHALL BE ON THE 51DE FOR THE BUILDING INSPECTORS USE OR
<br />ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED
<br />FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS
<br />GARAGES AND CARPORTS
<br />OPEING PROTECTION
<br />OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
<br />SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE
<br />EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 1-3/5" (35mm) IN THICKNESS, SOLID
<br />HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1-3/5" (35mm) IN THICK, OR 20 MINUTE
<br />FORE=RATED DOORS w/ SELF CLOSURE DEVICE
<br />DUCT PENETRATION
<br />DUCT PENETRATION
<br />DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE
<br />DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 mm)
<br />SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
<br />SEPARATION REQUIRED
<br />THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN
<br />1/2" (12.7mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
<br />ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8"
<br />(15.9mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING
<br />ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LE55
<br />THAN 1/2" (12.7mm) GYPSUM BOARD OR EQUIVALENT.
<br />SURFACE
<br />GARAGE FLOOR SURFACES SHALL BE APPROVED NONCOMBUSTIBLE MATERIAL.
<br />THE AREA OR FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE
<br />SLOPED TO FACILITATE THE MOVEMENT OF FLUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE
<br />ENTRY DOORWAY,
<br />FLOOD HAZARD AREAS
<br />RESERVED
<br />AUTOMATIC GARAGE DOOR OPENERS
<br />AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BE LISTED IN ACCORDANCE WITH
<br />UL325
<br />ENCLOSED STRUCTURE NOTES
<br />IN LIEU OF IMPACT WINDOWS OR AN APPROVED SHUTTER SYSTEM, A PLYWOOD PANEL MUST BE MADE
<br />FOR EACH NEW WINDOW AND STORED ON SITE,
<br />THE PLYWOOD PANEL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS:
<br />MINIMUM THICKNESS: 7/16"
<br />MAXIMUM SPAN: 8'
<br />PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED
<br />AND MARKED W/ DESIGNATION FOR EACH WINDOW
<br />2 1/2" #8 WOOD SCREWS WITH A MAXIMUM SPACING OF 16" FOR
<br />LE55 THAN 4' PANEL, 10" FOR LE55 THAN 0 SPAN AND 8" FOR
<br />LE55 THAN 8' SPAN
<br />WHERE 5CREW5 ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED
<br />U51NG VI5RATION-RE515TANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 1500 LB.
<br />SUCH AS THE 51MP50N DM5A37 MACHINE SCREW ANCHOR
<br />DOORS MUST BE EQUALLY PROTECTED UNLESS ENGINEERED FOR WIND LOADS, INCLUDING FRENCH
<br />DOORS.
<br />TERMITE TREATMENT SOIL CHEMICAL BARRIER
<br />METHOD
<br />Notice of termite protection. A permanent Sign which Identifies the termite treatment provider
<br />and need for rein5pectlon and treatment contract renewal shall be provided. The sign shall be
<br />posted near the water heater or electric panel. Protection against decay and termites.
<br />Condensate lines and roof downspouts shall dl5charge at least I foot (305 mm) away from the
<br />structure 5idewall, whether by under ground piping, tail extCn51on5, or splash blocks. Gutters with
<br />downspouts are required on all buildings with eaves of less than 6 inches (152 mm) horizontal
<br />projection except for end rakes or on a roof above another roof. gable
<br />R318.1 Termite protection. Termite protection shall be provided by registered termltICICe5, mcludmg soil applied
<br />pe5ticlde5, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for
<br />use a5 a preventative treatment to new construction. See Section 202, Reg5tered Termiticlde. Upon completion of the
<br />application of the termite protective treatment, a certificate of compliance shall be I55ued to the building department by
<br />the licensed pest control company that contam5 the following statement: "The bullring has received a complete treatment
<br />for the prevention of subterranean termites. Treatment 15 in accordance with rules and laws e5tabll5hed by the Florida
<br />Department of Agriculture and Consumer Services."
<br />R318.1.1 if 5011 treatment 15 used for subterranean termite prevention, the initial chemical soil
<br />treatment inside the foundation perimeter shall be done after all excavation, backfilling and
<br />compaction 15 complete.
<br />R318.1.2 If 5011 treatment 15 used for Subterranean termite prevention, 5011 area d15turbed after
<br />initial chemical 5011 treatment shall be retreated with a chemical 5011 treatment, Including spaces
<br />boxed or formed.
<br />R318.1.3 If soil treatment 15 used for Subterranean termite prevention, space in concrete floors
<br />boxed out or formed for the subsequent installation of plumbing traps, drains or any other
<br />purpo5e Shall be created by L151ng plastic or metal permanently placed forms of sufficient depth
<br />to eliminate any planned soil disturbance after initial chemical 5011 treatment.
<br />R318.1.4 If 5011 treatment 15 used for subterranean termite prevention, chemically treated 5011 shall
<br />be protected with a minimum 6 millimeter vapor retarder to protect against rainfall dilution. If
<br />rainfall occurs before vapor retarder placement, retreatment 15 required. Any work, including
<br />placement of reinforcing steel, done after chemical treatment until the concrete floor 15 poured,
<br />shall be done In such manner a5 to avoid penetrating or disturbing treated 5011.
<br />R318.1.5 If soil treatment 15 used for subterranean termite prevention, concrete overpour or
<br />mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior
<br />chemical 5011 treatment, to enhance vertical penetration of the chemicals.
<br />R318.1.6 If 5011 treatment 15 used for Subterranean termite prevention, chemical soil treatments
<br />shall also be applied under all exterior concrete or grade within I foot (305 mm) of the primary
<br />ucture 5idewaII5. Also a vertical chemical barrier shall be applied promptly after construction str I c pp p p y 15
<br />completed, including initial Iand5caping and irrigation/sprinkler installation. Any soil dl5turbed after
<br />the chemical vertical barrier 15 applied 5hall be promptly retreated.
<br />R316.1.7 If a regl5tered termiticide formulated and regl5tered a5 a bait system 15 used for
<br />subterranean termite prevention, 5ectlon5 R318.1.1 through R318.1.6 do not apply; however, a
<br />Signed contract assuring the Installation, maintenance and monitoring of the baiting system for a
<br />minimum of five years from the 155ue 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 final
<br />building approval. If the baiting system directions for use require a monitoring phase prior to
<br />installation of the pesticide active ingredient, the installation of the monitoring phase components
<br />shall be deemed to constitute installation of the system.
<br />R318.1.8 If a registered termiticide formulated and registered a5 a wood treatment 15 used for
<br />subterranean termite prevention, Section5 R318.1.1 through R318.1.6 do not apply. Application of the
<br />wood treatment termiticide shall be a5 required by label direction5 for use, and must be
<br />completed prior to final building approval. R318.2 Penetration. Protective sleeves around metallic
<br />piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing materials and,
<br />If 5011 treatment 15 used for subterranean termite protection, shall receive application of a
<br />termiticide in annular space between sleeve and pipe.
<br />BUILDING CODES
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, RESIDENTIAL
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, BUILDING
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, ENERGY
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, TEST PROTOCAL
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, PLUMBING
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, MECHANICAL
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, EXISTING BUILDING
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, FUEL GAS
<br />2020 FLORIDA BUILDING CODE, 7th EDITION, ACCE551BILITY
<br />2020 FLORIDA FIRE PREVENTION CODE
<br />NEC 2017 NATIONAL ELECTRICAL CODE-NFPA 70 FAIR HOUSING GUIIDLINE5
<br />TO THE BEST OF THIS DESIGNER'S KNOWLEDGE, ENCL05ED PLANS AND SPECIFICATIONS COMPLY WITH
<br />THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS
<br />AS DETERMINED IN ACCORDANCE WITH CHAPTERS 553 AND 633, LAWS OF FLORIDA.
<br />PROTECTION OF OPEN I NG5
<br />WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (II mm) AND A MAXIMUM SPAN OF 8'
<br />(2438 mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE -AND TWO-STORY BUILDINGS.
<br />PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING
<br />THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE
<br />ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED.
<br />ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND CLADDING LOADS DETERMINED
<br />IN ACCORDANCE WITH EITHER TABLE R301.1(2) OR A5CE7, WITH THE PERMANENT
<br />CORROSION -RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED
<br />ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1,2 15 PERMITTED FOR BUILDINGS
<br />WITH A MEAN ROOF HEIGHT OF 33" (10058mm) OR LE55 WHERE Vult DETERMINED IN ACCORDANCE
<br />WITH SECTION R301.2.1.3 DOES NOT EXCEED 130 MILES PER HOUR (58m/5)
<br />Table R301.2.1.2 Windborne Debris Protection Fastening Schedule for Wood Structural Panels, Reserved.
<br />FA5TNER SPACING (INCHES)
<br />FA5TNER TYPE PANEL SPAN <_ 4 PANEL SPAN <_ 6 PANEL 5PAN <_ 8 FEET
<br />FEET FEET
<br />NO 8 WOOD SCREW BASED 16 10 8
<br />ANCHOR WITH 2"
<br />EMBEDMENT LENGTH
<br />NO 10 WOOD SCREW BASED 16 12 9
<br />ANCHOR WITH 2"
<br />EMBEDMENT LENGTH
<br />NO 1/4" LAG SCREW BASED 16 IG 16
<br />ANCHOR WITH 2"
<br />EMBEDMENT LENGTH
<br />FOR 51: 1" = 25.4 mm, I' = 304.8 mm, I POUND = 4.448N, I MILE PER HOUR = 0.447 m/5
<br />a. THIS TABLE 15 BASED ON Vult AS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3, OF 130
<br />MPH AND A 33' MEAN ROOF HEIGHT.
<br />b.FA5TENER5 SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FA5TENER5
<br />SHALL BE LOCATED A MINIMUM OF I" FROM THE EDGE OF THE PANEL.
<br />c. ANCHORS SHALL 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 />2-1/21NCHE5 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE.
<br />d. WHERE PANELS ARE ATTACHED TO MA50NRY/5TUCCO, THEY SHALL BE ATTACHED U51NG
<br />VI15RATION-RE515TNAT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 1500
<br />POUNDS.
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS
<br />LOCATIONS
<br />R308.4 hazardous locations. The following 5hall be considered Specific hazardous locations requiring safety
<br />glazing materials:
<br />I. Glazing in swinging doors except jalou5ie5
<br />2. Glazing in fixed and sliding pane15 of 5liding door a55embIle5 and pane15 in sliding and blfold closet door
<br />a55embIle5.
<br />3. Glazing in Storm doors.
<br />4. Glazing in unframed 5winging doors.
<br />5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers.
<br />Glazing In any portion of a building wall enclosing these compartments where the bottom exposed edge
<br />of the glazing 15 less than 60 Inches (1524 min) above a standing surface.
<br />G. Glazing in an Individual fixed or operable panel adjacent to a door where the nearest exposed edge of
<br />the glazing 15 within a 24-inch (610 mm) arc of either vertical edge of the door
<br />in a closed F051tion and where the bottom exposed edge of the glazing 15 less than 60 inches (1524
<br />mm) above the walking surface.
<br />7. Glazing in an Individual fixed or operable panel, other than in those locations described in preceding Items
<br />5 and 6, which meets all of the following condition:
<br />7.1 Exposed area of an Individual pane greater than 9 square feet;
<br />7.2 Exposed bottom edge 1e55 than 18 inches above the floor;
<br />7.3 Exposed top edge greater than 36 inches above the floor; and
<br />7.4 One or more walking 5urface(5) within 36 inches horizontally of the plane of the glazing.
<br />8. Glazing in guards and railings, including structural baluster panels and nonstructural In -fill panels,
<br />regardless of area or height above a walking surface.
<br />9. Glazing in wa115 and fences enclosing indoor and outdoor swimming pools, hot tubs and 5pa5 where all of
<br />the following conditions are present:
<br />9.1 The bottom edge of the glazing on the pool or spa 51de 15 Ie55 than 60 inches above a walking
<br />surface on the pool or spa 51de of the glazing; and
<br />9.2 The glazing 15 within 60 inches horizontally of the water'5 edge of a swimming pool or spa.
<br />IO.Glazing adjacent to stairways, landings and ramps within 36 mche5 horizontally of a walking surface; when
<br />the exposed 5urface of the glass 15 less than 60 inche5 above the plane
<br />of the adjacent walking surface.
<br />II.Glazing adjacent to stairways within 60 inche5 horizontally of the bottom tread of a stairway in any
<br />direction when the exposed surface of the glass 15 less than 60 inches above the nose of the tread.
<br />SCOPE OF WORK
<br />NEW CONSTRUCTION
<br />BUILDING CODE
<br />REQ U I REM ENT5
<br />ALL WORK MATERIALS * INSTALLATION SHALL BE IN
<br />STRICT ACCORDANCE WITH ALL EXTANT ORDINANCES,
<br />STATE * LOCAL BUILDING CODES, OSHA REGULATIONS
<br />* CODES IN FORCE BY REFERENCE, LATEST ADOPTED
<br />EDITIONS. THESE DRAWINGS ARE DONE IN COMPLIANCE
<br />TO THE 2020 FLORIDA BUILDING CODES, 7th EDITION.
<br />DIMEN510NING METHOD
<br />WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
<br />SCALED DIMENSIONS. ELEVATION OF FLOOR HEIGHTS
<br />ARE TO THE PRIMARY FINISHED FLOOR LINE. EXTERIOR
<br />DIMENSIONS ARE TO OUTER EDGE OF MASONRY BLOCK
<br />OR OUTER EDGE OF FRAMING SHEATHING.
<br />DISCREPANCIES
<br />DISCLOSURE
<br />CONTRACTOR SHALL CHECK AND VERIFY ALL
<br />DIMENSIONS AND COORDINATE CONDITIONS IN THE
<br />FIELD. ALL DISCREPANCIES AND CONFLICTS SHALL BE
<br />REPORTED TO THE DESIGNER OF RECORD IN WRITING
<br />PRIOR TO PROCEEDING OR CONTINUING WITH
<br />CONSTRUCTION. UNREPORTED DISCREPANCIES AND
<br />CONFLICTS REMAIN RESPONSIBILITY OF THE
<br />CONTRACTOR.
<br />COPYRIGHT STATEMENT
<br />ONTWERPE STUDIO, LLC HEREBY EXPRESSLY RESERVES
<br />ITS COPYRIGHT AND OTHER RIGHTS IN THESE PLANS.
<br />THIS SET OF DRAWINGS 15 NOT TO BE REPRODUCED,
<br />CHANGED, OR COPIED IN ANY FORM OR MANNER
<br />WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN
<br />PERMISSION AND CONSENT IN WRITING OF ONTWERPE
<br />STUDIO. LLC, 42 BRADFORD STREET, NORTH
<br />CAROLIONA, NC 28358.
<br />AREA TABULATION (5 F)
<br />ELEVATION A * B SPACE
<br />PROPOSED
<br />DETACHED GARAGE 728
<br />TOTAL 5F 728
<br />PAGE INDEX
<br />GLO
<br />PROJECT INFORMATION
<br />CLO
<br />ARCHITECTURAL SITE PLAN
<br />ALO
<br />FLOOR PLAN * NOTES, ELEVATIONS
<br />E1.0
<br />ELECTRICAL PLAN, NOTES t DETAILS
<br />FOUNDATION PLANS, ROOF FRAMING PLANS
<br />51.0
<br />* NOTES
<br />5D1.0
<br />PERTINENT PROJECT STRUCTURAL NOTES
<br />5D2.0
<br />PERTINENT PROJECT STRUCTURAL NOTES
<br />U JUDITH ANN KOEHN, CPBD, AIBD
<br />j AKOHN@ONTWERPE5TUDIO.COM
<br />-' 727.490.94591 910,374.7663
<br />p WWW.ONTWERPE5TUDIO.COM
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<br />Q i NATIONAL COUNCIL OF •
<br />11
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<br />Judith Ann Koehn
<br />CERTIFICATION NO. 10.257
<br />MEMBER
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<br />PROJECT NO: 2204-256
<br />DATE: 23.05,2022
<br />DRAWN BY: A. KOHN
<br />*CONSTRUCTION DOCUMENTS ARE ORIGINAL
<br />AND UNPUBLISHED MATERIALS OF THE
<br />DESIGNEP, THEY SHALL NOT BE COPIED IN
<br />ANY FORM WITHOUT THE EXPRESSED
<br />WRITTEN CONSENT OF THE DESIGNER.
<br />PROJECT DATA
<br />5/23/2022 12:25:43 PM
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