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<br />GENERAL NOTES:
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />6TH EDITION DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />FOLLOWING SUPERIMPOSED LOADS: MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />SLAB: INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />LIVE LOAD - 50 P.S.F. BACKFILLING & COMPACTION ARE COMPLETE
<br />DEAD LOAD - 10 P.S.F.
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />WIND: ( INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2014 FLORIDA BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING CODE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />SECTION 1609.1.1. ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />COMPONENT & CLADDING WIND LOADS INITIAL TREATMENT.
<br />WIND DESIGN ASSUMPTIONS
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - II
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT & EXPOSURE ADJUSTMENT
<br />COEFFICIENT = 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT = +J- 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 SHALL BE
<br />ALL OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<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/-38.2
<br />5
<br />N/A
<br />+35.3/-47.2
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) . ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<br />TYPE VB CONSTRUCTION PER FBC 602.5
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS ( PER FBC R318) .
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />SOIL BEARING & COMPACTION:
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />(MINIMUM . THE CONTRACTORIPROPERTY 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 />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />FOUNDATION LOADING.
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />EXTERIOR WINDOWS &DOOR ASSEMBLIES:
<br />NOR PERFORMING ANY SOIL TESTING.
<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 />T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />THE BUILDING LOADS.
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL 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 />FOUNDATIONS & SLAB -ON -GRADE:
<br />SAFETY GLAZING:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA,
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS of SLIDING DOOR
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />ASSEMBLIES.
<br />COMPACTED AND TERMITE POISONED SOIL.
<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 />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.I.
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />THE NEAREST VERTICAL EDGE 15 WITNIN A 24 INCH RADIUS OF THE DOOR IN A
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />CONDITIONS:
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 80, FT,
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR,
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />PLANE OF THE GLAZING.
<br />SOIL TERMITE TREATMENT:
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING,
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />DRAFTSTOPPING:
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
<br />SHALL STATE
<br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT,
<br />BUILDING DATA:
<br />OCCUPANCY CLASSIFICATION: ASSEMBLEY A 2
<br />CONSTRUCTION TYPE: V B
<br />FIRE PROTECTION: SPRINKLER SYSTEM
<br />EGRESS: COMPILES WITH CHAPTER 10 FLORIDA BUILDING CODE
<br />2017 6TH EDITION
<br />PLUMBING: FIXTURES SHOWN COMPILES WITH CHAPTER
<br />4 TABLE 403.1 FLORIDA BUILDING CODE 1017
<br />6TH EDITION PLUMBING
<br />RANDY
<br />WATSON
<br />D E S I G N S I N C
<br />DRAFTING DESIGNS
<br />13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
<br />OFFICE 352-523-2077 FAX 352-567-2070
<br />FRATERNAL ORDER OF EAGLES AERIE 3752
<br />CITY OF ZEPHYRHILLS / PASCO COUNTY, FLORIDA
<br />LEVEL ONE BAR
<br />AREA INTERIOR
<br />BAR
<br />LEVEL ONE BAR
<br />AREA EXTERIOR
<br />STAIR WELL #1
<br />STAIR WELL #2
<br />COOLER & STORAGE
<br />ELECTRICAL &
<br />MECHANICAL ROOM
<br />ELEVATOR
<br />TOTAL
<br />JOB LOCATION MAP
<br />PLANS COMPLY TO FLORIDA FIRE PREVENTION CODE FIFTH EDITION
<br />PROVIDE ALL TACTILE SIGNAGE AS REQUIRED
<br />STEEL ROOF SYSTEM
<br />LIGHT FRAME CONSTRUCTION SIGN NOT REQUIRED
<br />3229 / 15 = 215 PEOPLE
<br />815/ 200 = 4 PEOPLE
<br />459 / 15 =
<br />155
<br />165
<br />482 / 300 =
<br />125
<br />64
<br />5494
<br />30 PEOPLE
<br />N/A
<br />N/A
<br />2 PEOPLE
<br />N/A
<br />N/A
<br />LEVEL TWO
<br />SITE
<br />LLS /
<br />CITY OF ZE
<br />FIRE AND LIFE SAFETY EXAMIN
<br />p� COMPLY Wll*H
<br />WORK SS RDS
<br />NFFA CODES AND AND
<br />BAR INTERIOR
<br />3260 / 15
<br />= 217 PEOPLE
<br />BAR
<br />735 / 200
<br />= 4 PEOPLE
<br />LEVEL TWO
<br />BAR EXTERIOR
<br />459 / 15
<br />= 31 PEOPLE
<br />STAIR WELL #1
<br />155
<br />N/A
<br />STAIR WELL #2
<br />165
<br />N/A
<br />ELEVATOR
<br />64
<br />N/A
<br />TOTAL
<br />4838
<br />TOTAL AREA 10332
<br />TOTAL OCCUPANCY 503 PEOPLE
<br />PLAN INDEX
<br />SHEET B 1: EXISTING LEVEL ONE FLOOR PLAN
<br />SHEET B 2: EXISTING LEVEL TWO FLOOR PLAN
<br />SHEET B 3: PROPOSED LEVEL ONE FLOOR PLAN
<br />SHEET B 4: PROPOSED LEVEL TWO FLOOR PLAN
<br />SHEET B 5: PROPOSED SOUTH AND EAST ELEVATIONS
<br />SHEET B 6: PROPOSED NORTH AND WEST ELEVATIONS
<br />SHEET B 7: FOUNDATION PLAN
<br />ROOF PLAN
<br />FLOOR JOIST AND BEAM PLAN
<br />EXTERIOR DOOR SCHEDULE
<br />INTERIOR DOOR SCHEDULE
<br />SHEET B 8: DETAILS S-1, S-2, S-3, S-4
<br />SHEET E 1: LEVEL ONE POWER PLAN
<br />SHEET E 2: LEVEL ONE LIGHTING PLAN
<br />LEVEL ONE ELECTRIC PANEL SCHEDULE
<br />LEVEL ONE LOAD CALCULATIONS
<br />SHEET E 3: LEVEL TWO POWER PLAN
<br />SHEET E 4: LEVEL TWO LIGHTING PLAN
<br />LEVEL TWO ELECTRIC PANEL SCHEDULE
<br />LEVEL TWO LOAD CALCULATIONS
<br />SHEET LS1: LEVEL ONE LIFE SAFETY PLAN
<br />SHEET LS2: LEVEL TWO LIFE SAFETY PLAN
<br />SHEET P 1: LEVEL ONE AND TWO SANITARY PLAN
<br />ADA FIXTURE DETAILS
<br />FIRE SPRINKLER PLAN BY OTHER
<br />MECHANICAL BY OTHER
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<br />HANSON & HEADLEY
<br />PROFESSIONAL ENGINEERS
<br />ENGINEERING BUSINESS NO. EB6450
<br />PO BOX 1728 5290 S. ROMANS AVE.
<br />DADE CITY, FL 33526 INVERNESS, FL 34452
<br />(352) 521-5848 (352) 726-2332
<br />
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