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<br />MINER L
<br />GENERAL, CONSTRUCTION NOTES
<br />I. WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) AS INDICATED ON THIS SET
<br />OF DRAWINGS UNLESS NOTED OTHERWISE.
<br />y, DEPOSITS AND FEES: DEPOSITS FOR UTILITIES INCLUDING WATER METER TELEPHONE
<br />AND ELECTRICAL SERVICE TO BE MADE BY THE GENERAL CONTRACTOR PERMIT
<br />FEES, AS REQUIRED, SHALL BE PAID BY THE CONTRACTOR FOR THAT PORTION OF
<br />THE WORK
<br />3. GENERAL CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER, AND
<br />SANITARY FACILITIES AS REQUIRED FOR THE DURATION OF CONSTRUCTION.
<br />4. PRIOR TO STARTING WORK THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT
<br />OF ANY DISCREPANCIES IN THE PLANS. WRITTEN FIGURES INDICATING DIMENSIONS
<br />SHALL BE USED INSTEAD OF SCALING THE DRAWINGS. MEASUREMENTS BY SCALING
<br />SHALL NOT BE USED AS DIMENSIONS TO WORK BY. FIELD MEASUREMENTS ARE THE
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR SHOP DRAWINGS MUST BE FIELD
<br />VERIFIED.
<br />5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES AND
<br />REGULATIONS OR RESTRICTIONS HAVING JURISDICTION. GENERAL CONTRACTOR
<br />SHALL PROMPTLY NOTIFY ARCHITECT UPON THE OBSERVANCE OF ANY VARIATION
<br />BETWEEN THESE DOCUMENTS AND ANY APPLICABLE CODES OR ORDINANCES.
<br />6. ALL CONSTRUCTION MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S
<br />LABELS WHERE APPLICABLE.
<br />1. ALL PIERS, SUPPORTS, SHELVING, FOUNDATIONS, ANCHOR BOLTS, HANGERS, WHICH
<br />ARE REQUIRED BY A SUBCONTRACTORS FOR THE SUPPORT OR HANGING OF THEIR
<br />EQUIPMENT SHALL BE SUPPLIED BY THE CONTRACTOR REQUIRING SAME.
<br />8. FOR CONVENIENCE IN DESCRIPTION t AS A STANDARD FOR GRADE, TYPE, QUALITY
<br />AND PERFORMANCE CHARACTERISTICS, PROPRIETARY NAMES ARE INCLUDED WITH
<br />SOME DESCRIPTIONS. THIS DOES NOT IMPLY ANY PREFERENCE TO A PARTICULAR
<br />MANUFACTURER, BUT MINIMUM REQUIREMENTS, WITH FINAL DECISIONS BEING MADE
<br />BY THE OWNER AND ARCHITECT.
<br />9. ARRANGE FOR SUITABLE STORAGE SPACE FOR MATERIALS TO PREVENT INCLUSION
<br />OF FOREIGN MATERIALS AND DELIVER AT SUCH TIMES AS NOT TO INTERFERE WITH
<br />OTHER OPERATIONS. MATERIALS ON SITE SHALL BE KEPT IN UNOPENED, ORIGINAL
<br />CONTAINERS OR PACKAGES THAT BEAR IDENTIFYING LABELS WHICH ARE NOT TO
<br />BE REMOVED UNTIL THEIR IMMEDIATE USE. PROTECT ALL MATERIALS FROM MINOR
<br />ABRASICNS AND HANDLE MASONRY PRODUCTS WITH CARE TO PREVENT CHIPPING
<br />AND DAMAGE.
<br />10. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE
<br />JOB SITE 4 LEAVE BUILDING BROOM CLEAN. ALL GLASS SHALL BE THOROUGHLY
<br />CLEANED AT COMPLETION OF WORK ANY PANT SPECKS 4 OTHER CONSTRUCTION
<br />MARKS SHALL BE REMOVED FROM ALL FINISHED SURFACES.
<br />II. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP TO
<br />BE FREE OF DEFECTS FOR A PERIOD OF NOT LESS THAN (U YEAR FROM THE DATE
<br />OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE COMPLETED IN A TIMELY
<br />MANNER WITHOUT ADDITIONAL CHARGE. THIS SHALL INCLUDE ELEMENTS WHICH ARE
<br />DAMAGED BY SAID DEFECTS.
<br />12. ALL LUMBER SHALL BE DOUGLAS FIR WITH A MINIMUM FIBER STRESS OF IOW PSI,
<br />OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH
<br />CCNCRETE OR MASONRY SHALL BE PRESSURE TREATED.
<br />13. ALL METAL USED FOR CONNECTING WOOD MEMBERS SHALL BE GALVANIZED. ALL
<br />NAILS, BOLTS OR OTHER METAL CONNECTORS SHALL BE GALVANIZED OR SHALL
<br />BE CORROSION RESISTANT,
<br />GENERAL. NOTES
<br />I. GOVERNING CODE: FLORIDA BUILDING CODE (FBC 2011 6TH EDITION).
<br />ANSI / ASCE 1-10 FOR WIND LOADS. (115 MPH WIDESPREAD EXPOSURE 'C')
<br />2. REFERENCE STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL
<br />MEAN THE LATEST EDITION IN EFFECT ON THE BID DATE OR DATE OF OWNER -
<br />CONTRACTOR AGREEMENT UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED
<br />BY THE GOVERNING CODE.
<br />3. NOTES: NOTES ON THE INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY
<br />OVER STRUCTURAL NOTES ON THIS SHEET.
<br />4. SPECIFICATIONS: REFER TO THE SPECIFICATIONS FOR INFORMATION IN ADDITION
<br />TO THESE NOTES AND THE STRUCTURAL DRAWINGS
<br />5. ARCHITECTURAL: REFER TO THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS,
<br />DOORS, WINDOWS, NONBEARING WALLS, CURTAIN WALLS, ELEVATORS, STAIRS,
<br />SLOPES, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES,
<br />ETC.
<br />6. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE PLANS, SPECIFICATIONS,
<br />REFERENCE STANDARDS t GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS
<br />SHALL GOVERN. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />ARCHITECT BEFORE PROCEEDING WITH WORK
<br />1. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS
<br />AND SITE CONDITIONS BEFORE STARTING WORK AND THE ARCHITECT SHALL BE
<br />IMMEDIATELY NOTIFIED, N WRITING, OF ANY DISCREPANCIES. IN NO CASE CASE SHALL
<br />DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL
<br />DRAWINGS.
<br />8. OMISSIONS/CONFLICTS: IN CASE OF OMISSIONS AND CONFLICTS BETWEEN THE PLANS,
<br />SPECIFICATIONS AND SITE CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED BEFORE
<br />PROCEEDING WITH THE WORK
<br />9. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR SAFETY
<br />AT THE SITE AND FOR THE STRENGTH AND STABILITY OF ALL PARTLY COMPLETED
<br />STRUCTURES.
<br />10. LOAD LIMITS: LOADS ON THE STRUCTURE SHALL NOT EXCEED THE DESIGN LOADS
<br />SHOWN UNDER "DESIGN CRITERIA".
<br />II, SUBMITTALS: WHERE SHOP DRAWINGS, MILL TESTS, OR OTHER ITEMS ARE REQUESTED,
<br />SUBMITTAL SHALL BE MADE TO THE ARCHITECT PRIOR TO FABRICATION
<br />OR INSTALLATION IN THE STRUCTURE, UNLESS SPECIFICALLY NOTED.
<br />12. ALTERNATES: ALTERNATES FOR SPECIFIED ITEMS SHALL BE SUBMITTED TO ARCHITECT
<br />FOR APPROVAL. CCNTRACTOR SHALL BUDGET FOR ARCHITECTURAL/ENGNEERING
<br />FEES ASSOCIATED WITH THE REVIEW OF THESE MATERIALS.
<br />GENERAL, PROJECT NOTES
<br />I. ALL EXTERIOR WALLS TO HAVE 5/8" GWB OVER R-4.1 FOIL
<br />BACK INSULATION TO UNDERSIDE OF STRUCTURE.
<br />2. COMBUSTIBLE MATERIALS ARE PERMITTED IN THE PLENUM
<br />SPACES.
<br />3. PVC IS ALLOWED TO BE USED IN THE PLENUM SPACES.
<br />4. EXISTING BUILDING SHELL AND ENTRANCE SHALL COMPLY WITH
<br />NFPA 101 AND FACBC CURRENT ED. ALL NEW INTERIOR
<br />BUILD -OUT SHALL COMPLY WITH NFPA AND FACBC CURRENT ED.
<br />5. ALL FLOOR LEVEL TO COMPLY WITH FBC. NO CHANGES
<br />OF LEVEL SHALL EXCEED 1/2" ON AN ACCESSIBLE ROUTE.
<br />6. THE LAYOUT AND DESIGN OF SPACES DEPICTED IN THESE PLANS
<br />COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
<br />ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION.
<br />1. CONTRACTOR TO PROVIDE SUBMITTALS FOR ARCHITECTS AND
<br />OWNERS APPROVAL PRIOR TO PURCHASING / INSTALLING ANY
<br />AND ALL HARDWARE
<br />8. ALL DIMENSIONS ARE TO FINISHED FACE OF G.W.B. UNLESS
<br />OTHERWISE NOTED. WHERE DIMENSIONS ARE NOTED TO
<br />BE "CLEAR" OR "MIN." THEY REFER TO THE FINISHED FACE OF WALL.
<br />9. PROVIDE WOOD BLOCKING IN WALLS FOR SHELVING, MIRRORS, AND
<br />CABINET WORK AS REQUIRED TO ACCOMMODATE INSTALLATION.
<br />COORDINATE WITH CABINET MANUFACTURER AND OWNER PRIOR TO
<br />ANY CONSTRUCTION. SEE DETAIL ELSEWHERE.
<br />10. ALL WOOD BLOCKING AND FURRING SHALL VERIFIED PRIOR
<br />TO INSTALLATION
<br />11, FIRE EXTINGUISHERS SHALL BE LARSEN'S MODEL No. MP-10,
<br />MULTI -PURPOSE ABC, COMPLETE WITH MOUNTING BRACKET,
<br />OR APPROVED SIMILAR
<br />12. CONTRACTOR TO VERIFY FIRE EXTINGUISHER LOCATIONS WITH
<br />FIRE MARSHAL BEFORE INSTALLATION.
<br />13. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO
<br />FABRICATION OR INSTALLATION OF ANY ITEM.
<br />14, BUILD OUT SHALL COMPLY WITH F.B.G. 201-1 6th EDITION
<br />FOR FABRICATION OR INSTALLATION OF ANY ITEM.
<br />15. REFER TO PERMIT DRAWINGS ON FILE WITH THE MUNICIPALITY FOR SHELL
<br />BUILDING AND SITE INFORMATION.
<br />I6. EXIT DOORS SHALL COMPLY WITH FLORIDA FIRE PREVENTION
<br />CODE, NFPA 101, SECTION 12.IB LOCKS, IF PROVIDED, SHALL
<br />NOT REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL
<br />KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE.
<br />VERIFY WITH BUILDING SHELL DESIGN.
<br />II SCOPE OF WORK II
<br />THIS PROJECT IS A COMPLETE RENOVATION OF A HISTORIC SINGLE FAMILY HOME IN THE
<br />TOWN OF ZEPHYRHILLS, WITHIN PASCO COUNTY, FLORIDA.
<br />MECHANICAL WORK SHALL CONSIST OF (1) COMPLETE 35-TON AIR CONDITIONING SYSTEM
<br />ELECTRICAL WORK SHALL CONSIST OF A COMPLETE RE -WIRE TO A NEW RECESSED
<br />INTERIOR PANEL ON A NEW 200 AMP SERVICE.
<br />PLUMBING WORK SHALL CONSIST OF NEW SANITARY AND SUPPLY LINES CONNECTED TO
<br />EXISTING CITY WATER AND SEWER LATERALS.
<br />STRUCTURAL WORK SHALL INCLUDE RELOCATION OF ONE WINDOW, REMOVAL AND INFILL OF 3
<br />WINDOWS, AND NEW FLOOR PLAN LAYOUT WITH WOOD FRAMED PARTITIONS. SPRAY FOAM
<br />INSULATION ON ALL EXISTING EXTERIOR WALL TO INCREASE RIGIDITY AND NEW BATT
<br />INSULATION IN THE ATTIC.
<br />EXTERIOR WOOD SIDING TO BE CLEANED AND REPAIRED. REPLACED PANELS TO MATCH
<br />EXISTING IN SIZE AND TYPE. PAINT COLORS TO BE SELECTED FROM THE TOUTS PALLET OF
<br />APPROVED COLORS FOR HISTORIC PRESERVATION.
<br />FFCS-1COVERSIHEET
<br />INDEX OF DRAWINGS
<br />AND GENERAL PROJECT INFORMATION
<br />D-1
<br />DEMOLITION PLAN
<br />A-1
<br />FLOOR PLAN, LEGEND, DETAILS AND NOTES
<br />A-2
<br />REFLECTED CEILING PLAN, LEGEND, DETAILS AND NOTES
<br />A-3
<br />DOOR AND FINISH SCHEDULES, DETAILS AND NOTES
<br />M-1
<br />MECHANICAL PLAN, LEGEND AND NOTES
<br />M-2
<br />MECHANICAL SCHEDULES AND DETAILS
<br />E-I
<br />ELECTRICAL POWER PLAN, LEGEND, DETAILS AND NOTES
<br />E-2
<br />ELECTRICAL LIGHTING PLAN, LEGEND AND NOTES
<br />E-3
<br />ELECTRICAL PANEL SCHEDULE AND RISER
<br />P-1
<br />PLUMBING SANITARY PLAN, NOTES AND RISER
<br />P-2
<br />PLUMBING SUPPLY PLAN, NOTES AND RISER
<br />T-I
<br />PROPERTY INFORMATION AND NOTES
<br />5-1
<br />STRUCTURAL REPAIR LAYOUT AND DETAILS
<br />N-1
<br />STRUCTURAL NOTES
<br />PROPERTY DESCRIPTION:
<br />PARCEL "I1-26-21-0010-13100-0190
<br />LEGAL DESCRIPTION: CITY OF ZEPHYRHILLS PB 1 PG 54 LOTS 19 t 20 BLOCK 131
<br />BUILDING DEPART" LENT INFORM" GAT I ON
<br />JURISDICTION: ZEPHYRHILLS BUILDING DEPARTMENT
<br />5335 STH STREET
<br />ZEPHYRHILLS, FLORIDA 33542
<br />813-i80-0020
<br />GOVERNING CODE:
<br />• FLORIDA BUILDING CODE, BUILDING: 2020 1TH EDITION
<br />• FLORIDA BUILDING CODE, MECHANICAL: 2020 1TH EDITION
<br />- NFPA 10 NATIONAL ELECTRICAL CODE: NEC 2015 EDITION
<br />BUILDING DATA SUM1" F4RY
<br />BUILDING CONSTRUCTION: TYPE V-B, UNPROTECTED
<br />AIR CONDITIONED FLOOR AREA: 1,520 SQ. FT,
<br />TOTAL AREA: 1,920 50. FT.
<br />II BUILDING CODE SUMMARY II
<br />APPLICABLE CODE : FLORIDA BUILDING CODE 2020 (lth EDITION)
<br />OCCUPANCY TYPE: GROUP R3 - RESIDENTIAL (SINGLE FAMILY)
<br />GROSS BUILDING SQUARE FOOTAGE : +/- 1,520 SR
<br />BUILDING HEIGHT : 2 STORY - 30'-0"
<br />CONSTRUCTION TYPE: TYPE V-B, UNPROTECTED
<br />THIS RENOVATION CLASSIFICATION 15 A "LEVEL 3 ALTERATION"
<br />OCCUPANCY SUMMARY
<br />ARY
<br />USE AREA S.F.
<br />R - RESIDENTIAL 1,520
<br />a�
<br />WIDTH OF EDGE STRIP (a) IN FEET = 8
<br />BUILPING DATA
<br />WIND VELOCITY (MPH)
<br />140
<br />IMPORTANCE FACTOR
<br />121
<br />EXPOSURE CATAGORY
<br />C
<br />INTERNAL PRESSURE Co +/-
<br />0.18
<br />MEAN ROOF HEIGHT (FT)
<br />+/- 30
<br />BUILDING WIDTH (FT)
<br />BUILDING LENGHT (FT)
<br />+/- 35
<br />ROOF SLOPE (X:12)
<br />8
<br />Single Family Renovation for:
<br />Historic Property
<br />5436 10th Street
<br />Zephyrhills, Florida 33542
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<br />7501 NW 4th Street #212e
<br />Plantation, FL 33317
<br />954.530.1765
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<br />C156, cn=Eric R
<br />Trebbien
<br />Date: 2022.07.06
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<br />REVISIONS:
<br />RELEASED FOR:
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<br />DATE:
<br />7/6/2022
<br />PROJECT MGR:
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<br />PROJECT:
<br />22140
<br />CS-1
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