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HomeMy WebLinkAbout37850-37856 Prairie Rose LpA .1 Single Family Dwelling Plan Review Comments 1. F.F.E. Shall be a minimum of 8" above the road elevation and a engineered site plan. 2. Lots shall be graded to comply with R401.3 of the F.B.C.. 3. Compaction test required if 24" or more of fill dirt is brought in at any one place. 4. Tie in survey required before pouring concrete. 5. Driveways require a R.O.W. use permit. 6. All setbacks shall be met. 7. All property markers shall be uncovered and marked at time of first inspection. 8. All A.D.A. requirements shall be met. 9. No electric, plumbing, mechanical, or framing shall be covered without an inspection and approval first. 10. All Garages shall comply with section R309.2 of the F.B.C. (Fire Separation). 11. Appliances shall not be installed in a location where subject to mechanical damage unless protected by approved barriers. M303.4 of the F.B.0 12. Water heaters shall comply with section P607.3 of the .F.B.0 13. Foundation supports for A/C units shall be raised at least 3" above finished grade. M 1308.1 14. Return air in all bedrooms. F.B.C. M1620.4 15. Smoke detectors are to be installed in accordance with R313.1 of the F.B.C. 16. All glazing requirements are to be in accordance with R308.4 of the F.B.C. 17. All means of egress are to be in accordance with R311 of the F.B.C. 18. "Green gypsum board" shall not be used as a backer in showers or tubs. R702.4.2 F.B.C. 19. Combination -type AFCI breakers are required at all locations requiring a AFCI type breaker. 20. Carbon monoxide alarms will be required in new construction that uses fossil -burning heating or appliances or an attached garage. They shall be installed in accordance with the F.B.C. 21. All plumbing, mechanical, and electrical shall be separate from unit to unit. This includes all underground plumbing and electric. 22. All 2008 N.E.C. Codes will be enforced. 23. Tamper- Resistant Receptacles in accordance with 406.11 of the 2008 N.E.0 22. In accordance with the Land Development Code, lots shall be sodded before final at least 10 feet around the structure. F.F.E.-Finished Floor Elevation F.B.C- Florida Building Code (2010) R.O.W.-Right Of Way A.D.A.- Americans with Disabilities Act N.E.C.- National Electric Code (2008) ti - K I 4 n ■ w a1 a 1 e1 12 � I k*111 -Z 10 11 IT/All I to] 0 = I ki I M FLORIDA APPROVED PRODUCTS LIST Parent royal Manufacturer Cate o Subcate o A/SeAEg/Seg # Product Model # or Name Model Description FL11321.1 Builders Hardware Inc. Exterior Doors Swinging Ext. Door Opaque Fiber lass Door Entry 'Door FL15220.1 Plastico Inc. Exterior Doors SwinginZ Ext. Door Assemblies Opaque Fiber lass Door Glazed Fiber lass Door FLI5279-R1 Cloj221 Building Products C2=any Exterior Doors Sectional Ext. Door Assemblies FL15349-RI MI Windows and Doors Windows Fixed Model 185PW Aluminum FL3664-R3 Tamko Building Products Roofin Underlayments TW Underlayment Self -Adhering Rubberized FL4968.1 Guardian Building Products - Ashlev Panel Walls Soffits 16" Ouad Four /4 Aluminum FL9792-R5 Atlas Roofing Co oration Roofing Asphalt Shingles StormMaster Shake Fiberglass Reinforced FL11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSUU210 1HETA Adjustable hanger FL 11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Embedded Truss Anchor FL11473-R2 Sim son Stron -Tie Co. Structural Components Wood Connectors Anchors META Embedded Truss Anchor Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Strap Ties FL11473-R2 Sim son Stron -Tie Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties FL11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors H2.5 Truss Tie NOTE FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOORMAN UFACTURERS SPECIFICATIONS. GENFEZ.L S'"YRUCTURAL NOTES T14-ESE PLANS Ib'EET THE MINiIvAsUM REQUIREMENTS OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODE, FEC. 2010, & ASCE !-10. 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI (UNLESS NOTED OTHERWISE) @ 28 DAYS- 2. STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSI IN ACCORDANCE WITH ASTM A-615. 3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM C90 OR �C145, 1,900,PSI MINIMUM. 4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2,000 PSI AS PER ASTM C476. 5. MORTAP IF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C270. 6. THE OUTER FOUNDATION BARS SHALL BE CONTINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE WITH 2O23.4 OF THE SSTD 10-99. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DIAMETER LIKEWISE, THE BOND BEAM REINFORCEMENT SHALL BE CONTIN'OUS AROUND ALL CORNERS. 7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON NAILS FOR GABLE DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) 8d. A. 4" O.C. ALONG EDGES OF PLYWOOD PANELS. B. 6" OC. ALONG FIELD OF PLYWOOD PANELS. 8. PROVIDE 4" X 4" CLEAN OUT FOR ALL CONCRETE FILLED CELLS. AT THE BASE OF WALL. 9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #2 SOUTHERN YELLOW PINE (OR EQUAL (FB = 1200 PSI) @ 16" O.C. UNLESS NOTED OTHERWISE). 10. ALL WOOD GIRDERS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNDER THE GIRDER AND DOUBLE PLATES. 11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST TPI DESIGN REQUIREMENTS. THE TRUSS WL",'UFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR DEAD LOADS, LIVE LOADS AND WIND 1_10�DS, MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA REGISTERED ENGINEER, 12. EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPONENTS ARE SUBMITTED WITH THE "TEC IINiCAL MANUAL" FOR INSTALLATION AND TECHNICAL MATERIAL SPECIFICATIONS. 13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SEGMENTS WITH DUR-A-WALL F 1,INFORCEME''IT EVERY OTHER. BLOCK AS PER THE REQUIREMENTS OF THE NATIONAL CONCRETE MASONRY INSTITUTE. IF DUR-A-WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, LENGTH OF ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS. 14. ALL OPENINGS GREATER THAN N 5 FEET TO HAVE 145 BAR ON EACH SIDE OF OPENING AND FILLED WITH GROUT. OPENINGS GREATER THAN 12 FEET TO HAVE 245 BARS ON EACH SIDE OF OPENING. 15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, 16. ANY CHANGES TO SEALED DIU0XINGS MUST BE APPROVED BY THE PROFESSIONAL ENGINEER OF RECORD, 17. STRUCTURAL DESIGN CRUTERIA. A. BASIC WIND SPEED = 140 MPH /108 MPH 3 SEC. GUST B. RISK CATEGORY lU C. APPLICABLE INTERNAL PRESSURE COEFFICIENT = WINDWARD LEEWARD �:0.18 18. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE = 2500 PSF 19. SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, ASTM D 1557. �t r PLUMBING NOTES 1. PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES AND ESCUTCHEONS, 2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDINANCES. ID 3. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC. c� 5 4, ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOINTS OR C.P.V.C. I 5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL BE COATED WITH TAR ENAMEL AWWA-C-203 jo)L? OREQUAL. I" 6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS. y't 7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEILINGS OR BELOW GRADE. `S 8. VERIFY ALL ROUGH IN REQUIREMENTS WITH THE FIXTURES THAT ARE SELECTED. 9. COORDINATE ALL WORK WITH TRADES. ! 10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR. f 11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLUMBING TAPE. � �}42. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE. 13.40 GALLON WATER HEATER. /�� ✓ 14. TANK TYPE WATER CLOSET VOLUME 1.5 GALLONS. 15. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACILITES 2.28 GPM 16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED. v �i ITTHERMAL EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A BACKFLOWN PREVENTION DEVICE. 'l 18. ALL BACKFLOWN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUILDING DEPARTMENT BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED. 19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS 18" ABLOVE THE FLOOR INCLUDING ELECTRIC WATER HEATERS. FOUNDATION NOTES VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, SLAB, LANDING, AND STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER. 1. PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WELL COMPACTED, TERMITE TREATED FILL. 2. ALL FOOTINGS TO BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED). 3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS AS MAY BE REQUIRED PER CODE). 4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACH WAY (UNLESS NOTED). 5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR, 6.THICKENED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS. 7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM. 8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL (IN DIRECTION OF ARROW). 9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLOCK FACE. 10. SEXTEND SLAB EDGE AT EXTERIOR DOORS 1 11/2" PAST BLOCK FACE. �l I�iW.Ij PPW � I "NtTt, �T�iF 'F� � fI'��M I�i�l�'LY FOR REVIEW OF FOUNDATION DESIGN. 12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3'X4'X4" PLACED 8" FROM WALL, TYPICAL OR AS PLANS. 13. ALL STONE OR BRICK VINEER FOOTINGS TO BE 22" W X 10" D W/ 345 REBARS CONTINUOUS. 14. ALL FOOTING FOR 2 STORY TO BE 20" W X 10" D W/ 345 REBAR CONTINUOUS. 15. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BE 20" W x 20" D W/ 3- #5 REBARS ( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.) 16. THICKENED SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL BE A MIN. 16" D X 16" W CONTINUOUS. 18. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TERMITICIDES. 1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 1290PSI FOR SINGLE MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1,600,00 PSP 2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALL OR BEAMS WITH HURRICANE CLIPS OR ANCHORS AS NOTED. 4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE"NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FOR APPROVAL. DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTORS SYSTEM PROPOSED. 7. BRIDGING FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER IN ADDITION TO MEMBER SHOW ON DRAWINGS. 8. ROOF DECKS SHALL BE 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE PLY CLIPS AT UNSUPPORTED EDGES. 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 10. ROOF LIVE LOAD = 20 PSF. ROOF DEAD LOAD = 20 PSF 11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM. -4 GENERAL NOTES `�" p j 1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK. 2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITES HAVING JURISDICTION. 3.IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT- 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS, 5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL. 6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WITHSTAND THE DESIGNED WIND CAPACITY. 7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WINDOW MFGR MUST HAVE LABELS ATTACHED LISTING MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ON UNTIL THE FINAL INSPECTION. 8. WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK OR STUCCO, MUST END 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLASTER -LIKE FINISH LESS THAN 5/8 INCH THICK DIRECTLY TO THE FOUNDATION WALL. 9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SHALL BE SAFETY GLAZED. 10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTED TO BUILDING EXTERIOR. 11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE. 12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT IS IN THE ATTIC. 13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC. 16. ALL MECHANICAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST LOCATION WIND LOADS. MASONRY/CONCRETE NOTES MASONRY NOTES: 1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI, WITH A MNINIMUM COMPRESSIVE STRENGTH OF 1000 PSI. 2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. CONCRETE NOTES; 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 EXCEPT THAT TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO A-185. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS,SLEEVES,ANCHOR BOLTS,INSERTS,ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVES,OPENINGS PR INESERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE ARCHITECT AND SHOWN ON SHOP DRAWINGS. 5. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS. 6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PLACE AND SUPPORT ALL REINFORCING IN PLACE. 7. PROVIDE CORNER BARS FOR ALL FOOTINGS. 8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 INCHES INTO -INCH FOOTINGS AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM. 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