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420 Treasure Ln 16-223; ELECTRICALCITY OF 85 N ORD BUILDING FIRE PREVENTION PERMIT APPLICATION Application No: _ Documented Construction Value: S Job Address: 4�0— Parcel ID: � �� - �" o — — Historic District: Yes ❑ NoX Residential,N Commercial ❑ Type of Work: New .Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work- Plan Review Contact Person: Phone: �—e 7. 9 /„Z -/,922 2, Fax: Title: Property Owner Information Name�� Strect:(0 U 0 Resident of property? City, State Zip: j•I& i 7`1-,,q yl) f-� 7 S l Contractor Information Name ,�,% ;,-: L '`��r}c/��icd,G.�i=rvi_r�=�, Phone: Street: = / : � r '' Ee2J /L —.6 —11 Fax: _ `F c� City, State Zip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: 1�1-rnai[: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'T'ICE OF COMM VNCEMENT MAY RUSUL•T IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NO"I'IC:11; OF' COMMENCEMENT MUST BE RECORDED AND POSTED ON "THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT-T-ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application .7� Revision El Response to Comments ❑ Perin it # Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades ncoinpassed in revision: �0/BLtildirig ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 }� VI$� Email: building@sanfordfl.gov Submittal Date Fax: General description of revision: &ae"/�- e 0111- &Lt��6- &&a*d ROUTING INFORMATION Approvals 15r 44 � L-141- ire Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 }� VI$� Email: building@sanfordfl.gov Submittal Date Fax: General description of revision: &ae"/�- e 0111- &Lt��6- &&a*d ROUTING INFORMATION Approvals 15r 44 � L-141- ire THORNBROOKE 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA, 5HINCaLE ROOF, ELECTRIC NEAT, 50 GAL, W,H., PAINTED KNEE WALL5, ELECTRIC RANGE, 42" UPPER CABINETS, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. LOT 22 - THORNBROOKE 50' s DAPHENE III - 2600 - ELEVATION "A" GARAGE RIGHT TAYLOR MORRISON REDRAW NOTES II -I0-15 CREATED LOT SPECIFIC PLAN FOR LOT 22 IN THORNBROOKE 50', ELEVATION "A" GARA(aE RICjHT W1 PLAN OPTIONS INCLUDING: (3) CEILING FAN FRE -WIRES, (4) RECE65E0 CANS IN MASTER SUITE, BEDROOM 2, BEDROOM 3, BEDROOM 4, DEN AND LOFT, (2) PHONE OUTLETS AND (4) T v. OUTLETS. PLAN REVISIONS 04-01-16 COMPLETED PLAN REV6ION5 TO INCLUDE: QREMOVED METAL STAND AND BOLLARD AT ELECTRIC WATER NEATER. QREMOVED FIRE RATED SOFFIT NOTATIONS ON ROOF PLAN. DRAWING INDEX COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 — SLAB INTERFACE PLAN 2A1 — MAIN FLOOR PLAN NOTES 2A2 — MAIN FLOOR PLAN DIMENSIONS 2B1 — UPPER FLOOR PLAN NOTES 2B2 — UPPER FLOOR PLAN DIMENSIONS 2C — INTERIOR ELEVATIONS, STAIR SECTION, DETAI 3A1 — FRONT ELEVATION 3A2 — ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 FLASHING DETAILS 3A4 —FLASHING DETAILS .4A — MAIN FLOOR ELECTRICAL PLAN 4B UPPER FLOOR ELECTRICAL PLAN ._ ,... . • .j ,.... ., r . .. _ . .. x ro �pL0 0 ��, 0.5 (o i r L ' `j — L. L. ° ° [rl-• 0 0 U�r �= o p_j Cp � , 0d 10 N 41 L. O (� tP z00 ° 6E -NERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOM5 SHALL BE 5EPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/a INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE 5EPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R102.3.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C,R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH JOB NUMBER 25002.322 • ATTACHMENTS SHALL BE OF CORRO51ON-RE516TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCA CAD FILE NAME L 0 T 22 T5 HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE ISSUED 11-18-15 PER F.B.C.R. - 5TH EDITION (2014) R103h.2 AND A5TM C 926. PER F,B,C.R 5TH EDITION (2014) 8103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE REVISED 04-01-16 CORR06IGN-RE5I5TANT WEEP 5CREED OR PLASTIC WEEP SGREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER RB.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 100-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED la FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHIN(a: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION-RESI5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED DAVIS B EWS CORR05ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.3. DFUGH f;RnvP WINDOW INSTALLATION: ' ' 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 15o s7rivre E�rvLLEr Ensr OLDPROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 813 . n 2 FLORIDA1300 sin 813 . 92S .1300 TEL 813. 925.1800 FAX DWELLING/ GARAGE OPENINCa5: www.Unvlsi3Ews.conl THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 13/a" IN THICKNE55, SOLID CORE (5.c.)CR HONEYCOMB TAMPA • DENVEB- CORE STEEL DOOR5 NOT LESS THAN 13/a" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CL051NG DEVICE. -� FL OGD LONE REQUIREMENTS: Q •f ••••.0�'��''• PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (IF APPLICABLE):.Lu r .Eu I. WIND RE515TANCE OF ASPHALT SHINGLES. - A5PHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. LS2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TIO UNITS VERTICAL IN "• o f 0:-e a C:) _ 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS CF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, •°. ^, �.• �Gj AS D 4x69, TYPE II OR TYPE IV OR A5iM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ��,t��rA,�`''+•••x,400 �. (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4069, TYPE IV OR ASTM D 615115 REQUIRE[) IN ACCORDANCE WITH SECTION��„ %` 0 8905.2.1.��►rlt11111�� CLAY AND CONCRETE TILE (IF APPLICABLE):, THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.Br..R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS CF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF 845 Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 63aO, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5o IS DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS Ila, 119 OR 120. CHIMNEY NEI61-IT REQUIREMENTS (IF ri APPLICABLE): I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T -O" HIGHER THAN THE ROOF OR RIDGE THAT 15 l0'-0" AWAY OR CLOSER 0 TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 02aa, C1325, OR C111a AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE rE SNALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WIiNIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5N BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 JNCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPAGITIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE65ILE FOR INSPECTION, SER'/ICE, REPAIR, AND REPLACEMENT WITHOUT BEHOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.4a mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO r J THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY [)RAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN INHERE DAMAGE TO ANY BUILDING`CCMPONENT WILL r**4 OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EX \HAUSCT FANS C AND �\ rrNrlN(..r.. >w (.OUTDOOR DISCHARGE. THE AIR REMOVE[) BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE[) TO THE OUip00RS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 0 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SMALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 6005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600 EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPON5I6ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY _ REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 �J��olnlC, SHEET • S�N�pRDcov FE x ro �pL0 0 ��, 0.5 (o i r L ' `j — L. L. ° ° [rl-• 0 0 U�r �= o p_j Cp � , 0d 10 N 41 L. O (� tP z00 ° EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C,R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH JOB NUMBER 25002.322 • ATTACHMENTS SHALL BE OF CORRO51ON-RE516TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCA CAD FILE NAME L 0 T 22 T5 HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE ISSUED 11-18-15 PER F.B.C.R. - 5TH EDITION (2014) R103h.2 AND A5TM C 926. PER F,B,C.R 5TH EDITION (2014) 8103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE REVISED 04-01-16 CORR06IGN-RE5I5TANT WEEP 5CREED OR PLASTIC WEEP SGREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER RB.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 100-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED la FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHIN(a: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION-RESI5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED DAVIS B EWS CORR05ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.3. DFUGH f;RnvP WINDOW INSTALLATION: ' ' 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 15o s7rivre E�rvLLEr Ensr OLDPROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 813 . n 2 FLORIDA1300 sin 813 . 92S .1300 TEL 813. 925.1800 FAX DWELLING/ GARAGE OPENINCa5: www.Unvlsi3Ews.conl THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 13/a" IN THICKNE55, SOLID CORE (5.c.)CR HONEYCOMB TAMPA • DENVEB- CORE STEEL DOOR5 NOT LESS THAN 13/a" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CL051NG DEVICE. -� FL OGD LONE REQUIREMENTS: Q •f ••••.0�'��''• PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (IF APPLICABLE):.Lu r .Eu I. WIND RE515TANCE OF ASPHALT SHINGLES. - A5PHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. LS2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TIO UNITS VERTICAL IN "• o f 0:-e a C:) _ 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS CF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, •°. ^, �.• �Gj AS D 4x69, TYPE II OR TYPE IV OR A5iM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ��,t��rA,�`''+•••x,400 �. (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4069, TYPE IV OR ASTM D 615115 REQUIRE[) IN ACCORDANCE WITH SECTION��„ %` 0 8905.2.1.��►rlt11111�� CLAY AND CONCRETE TILE (IF APPLICABLE):, THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.Br..R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS CF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF 845 Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 63aO, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5o IS DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS Ila, 119 OR 120. CHIMNEY NEI61-IT REQUIREMENTS (IF ri APPLICABLE): I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T -O" HIGHER THAN THE ROOF OR RIDGE THAT 15 l0'-0" AWAY OR CLOSER 0 TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 02aa, C1325, OR C111a AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE rE SNALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WIiNIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5N BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 JNCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPAGITIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE65ILE FOR INSPECTION, SER'/ICE, REPAIR, AND REPLACEMENT WITHOUT BEHOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.4a mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO r J THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY [)RAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN INHERE DAMAGE TO ANY BUILDING`CCMPONENT WILL r**4 OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EX \HAUSCT FANS C AND �\ rrNrlN(..r.. >w (.OUTDOOR DISCHARGE. THE AIR REMOVE[) BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE[) TO THE OUip00RS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 0 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SMALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 6005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600 EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPON5I6ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY _ REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 �J��olnlC, SHEET • S�N�pRDcov FE tir TAPERED COLUMN ABV. (TYP.) .% o I' 4" 10'-0" I' 4" 13'-0" :u II' -8" 1'-4" e � 813. 925 _ 1300 TEL TAPERED COLUMN ABV. (TYP.) .% o I' 4" 10'-0" I' 4" 13'-0" 1'-4" II' -8" 1'-4" e � 813. 925 _ 1300 TEL x . ro r-0 r 0�A0 ® JLo J M 1` Q1 ry'— 3'-6"x3'-6" .i -FR 1 4 --'lf. A/C PAD NO, 2 '-0" A/C PAD NO, I Kms e° 0S e �,m Tom°' . (� M LL d ® TTD v s C (VERIFY (VERIFY rl !� o iLY N� 4J S ee*engem e•�� P+, N L 41 -A +' co 0 ' LOCATION) LOCATION) �I C� W � co co w S S G.G. VERIFY ACRYLIC SII SII I ON LANAI 15'-0" (_ V-2" 15'-10" � I ELEVATION l) 0'-4" 1112" RECE55 1 FOR 5.G.p. \ PROVIDE CONDUIT IN 5LA5 FOR \ 15LAND ELECTRIC Q? II - REFERENCE ELEVATION PROVIDE WATER _� No' -o` LINE FOR ICE MAKER C —_ —_ :J — REF... I L — — = J LINE OF TILE 1 SEAT APV. ELEVATION IC6 PED I ILS r O 0'-4" v _ _ i i SNOUIER. IX7. RECE55 26'-10" 2'-0" 3' 2" I'-5" 3'-I" 3' 6" r J OPT. I�OPT, � : GARDEN\ DRYER I I WA5NER I - «, 4'-1" , TUP / L-_JL__J ELEVATIONVALVE Q , Z L ` ELEVATION ._ 50 GAL. W.H. PAVERS \ (J O'-4" r 77 uCA o _J L _J I I ca I' 2" 10'-4" 6'-6" c IS' -0" 8" 20'-!3" 8" ELEVATION _ ELEVATION AA 0 342 ELEVATION a PAYER DRIVE / LEApWALK s� 3' 0" 16' 0" 31.03 -- _ -- Ial-,oll 221.0 40'-0" 0 SLAB INTERFACE PLAN SCALE: 1/4" - 1'-0" GARAGE RIGHT JOB NUMBER 25002.322 • CAD FILE NAME LOT 22 TB ISSUED 11-18-15 REVISED 04-01-16 h DAVIS BEWS DESIGN GROVP 150 SI'A-I'E STREET EAST e OLDSMAR, FLORIDA 34677 e � 813. 925 _ 1300 TEL x . ro r-0 r 0�A0 ® JLo J M 1` Q1 ry'— .i -FR 1 4 --'lf. Kms e° 0S e �,m Tom°' . (� M LL d ® TTD v s C 0 C0 rl !� o iLY N� 4J S ee*engem e•�� P+, N L 41 -A +' co 0 ' '•)� ��ddli9ll`1�0� CC� Z`w'G� JOB NUMBER 25002.322 • CAD FILE NAME LOT 22 TB ISSUED 11-18-15 REVISED 04-01-16 h DAVIS BEWS DESIGN GROVP 150 SI'A-I'E STREET EAST OLDSMAR, FLORIDA 34677 813. 925 _ 1300 TEL 81.3.925. 1800 FAX W W W.DAVISBEWS.COM ry'— .i -FR 1 4 --'lf. Kms e° 0S e �,m Tom°' . (� V d /,!a p e - • it v e m a C1. rl !� o S ee*engem e•�� P+, '•)� ��ddli9ll`1�0� • TI TLE • SLAB INTERFACE PLAN • s 3'4'x3'-6" 3' 611x3' 6" A/C PAD No, 2 AIC PAD No. I (VERIFY (VERIFY LOCATION) LOCATION) Tg.OM . AFF. AFF. AFF. — — — — — — — — — - — — — — — — — — — — — — — — - - — — — — — — — —j�' 50TT. OF LINTEL 5OTT. OF LINTEL BOTT. OF LINTEL —/ AT 3'-0" AFF. AT a'-0" A.F.F. AT a'-0" AFF. G.C. VERIFY ACRYLIC LANAI ON LANAI 40'-0"x10'-0" 9'-4" PLT. HT. T.OM. Q I I BOTT. OF LINTEL AT a'-0" AFF. 1 2 - 26 5H, 3 - 26 5H. Hp. AT a'-0" HD. AT a'-0" �a d)C-11 9'-4L-" ctI • vo�uME 10'-10"x8'-9" 9'-4" FLAT CLG. TILE CPT. —rr— m c( - - , H. a FAMILY ROOM MASTER SUITE 30 H. �� H. LL a COUNTERTOP 3 15'-9"x18'-11" 11'-9"x15'-1" rNEE0 2 -STORY VOLUME 9'-4" FLAT CLG. WALL LII \ \ L \ \ NOTE: \ \ ALL INTERIOR O0 \ \ O ANGLED WALLS ARE AT 45' I UN.OJ ARCH FROM O`b — L,1 a'-0° TO 6-8° O / \ I I _ LINE OF SECOND FLOOR APV. KITCHEN _ 36" H. CONTINUOUS -U' 9'-4" FLAT CLG. I GRASPABLECLG. — TURN -OUT RAILING I 9 4 o f 42" UFPER TILE GPT. I I STAIR DATCLG, CABINETS la RISERS AT 1.31" EACH �-' R/5 10.00" TREADS U v, �, (— _ CLG. LZ — — — E2 Y_ F — — — 7 CLG. V LU LANDING °G 9'-4" d �n I OPT. REF. I u� I 2 -Oxo a u, Lu I 24" DEEP CLG. m (2)1.6x6 -a I I �p --- O.H.C. —� 9'4" --- 2-&6-a CLG. SLOPING- 1 v 1 .I<<• FLAT HEADER =+ / G. AT a' 0° =� CPT. TILE CLG. `— _ M. BATH ` — — — PWDR. CLG. 9' 4 CLG. ARCH FROM Lu — _EFI 5 SN, 3'-0" TO a' -a" ((LA TILE SEAT 2 3x6 S lU C. DINING I I _ _ TEMP. GLS. ON 0 91-4" FLAT CLG. CPT.2CI I TILE c I I , MI6 42" 22" WALL H. 9'-411 I 6� CLG. TUB DECK IF—% CLG. I I V -411 UTIL. O CLG, Q W I -OPT. -11-OPT. � TILE O GARDEN 2 - 26 5H.=" �� o I DRYER I I WASHER I SHOWER TUB r ND. AT V-0" L , VALVDE i LLI 1 a a J .1 .1' J', ,J J x J' 1 J" CROWN STANDARD FLUSH FRAME DRYER PORCH 0 TO FURRING VENT -011 / IN5U ATE FLAT HEADER 18'-011x8'-0" N F YER SOFFIT BOTT. )�/HANSEN�T �� I WALL AT a'-0" AFF. BOX/ AT a'-4" AFF. 9'-4' PLT. HT. HANGIN�.z� / / 50 GAL. A.N. W.N. I . PAVERS ANGLED SOFFIT SEE DETAIL ON_- L------------- 'HT. 2C ------ ON DRYER YEN T) El SOFFIT FOR A/C DUCT BOTTOM AT FLAT HEADER': - F TAPERED LAT HEADER 9.4 AT a'-4" A.F.F. AT 3'-4" AFF. COLUMN I GARAGE (SEE ELEV.) AA . L - — - `' -= yl 20'-8"x21'-0" 3A2 54"42" ATTIC ACCESS 9'-'4" PLT. Frf. REFER TO SHEET 2A2 FOR'MAIN FLOOR PLAN W/ DIMENSIONS i LINE OF GARAGE DOOR IN OPEN P061TION �I I - I I 16-060 O.N. GARAGE DOOR '' � . ' � PAVER DRIVE / LEADWALK T.OM. :. AFF. AFF. REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN W/ DIMENSIONS H.B. 3'-011x3'-0" A/C PAD 34" H. LOW WALL UNDER COUNTERTOP ci a Z C H.B. CLEAR OPENING HEIGHTS IN DWELL INCA UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, "THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 SAN�OFi'D �FF'AF2CCt\�(i HATCHING LEGEND INSULATE WALL MAIN FLOOD 1453 S.F. UPPER FLOOR 1141 SR TOTAL LIVINCI 2600 TYPICAL MASONRY C1AF,A 411 WINDOW SCHEDULE LANAI 400 WINDOW WIDTHS PORC=H 144 5.r-. 20" 21" 31" 53" (� 0 O C) / WINDOW CALL -OUTS 1 p ' H 26" J N > >r 12 5H 1/2 32 SH 22 SH 32 5H W 0 O m2 �" o = 0 0 c0 [L - -6) = 39" O 13 5H 1/2 33 5H 23 5H 33 5H z02° J 0 51" 14 5H 1/2 34 5H 24 SH 34 5H n 63" 0 15 5H 1/2 35 SH 25 SH 35 SH z 12" 16 5H 1/2 36 5H 26 5H 3o 5H 3: f. VERIFY MASONRY 0PENINCs5 FOR ALL UJINDOUJS cn W WINDOW 51ZES AND INSTALLATION MAY VARY PER I—MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNCi-5N, CASEMENT- (.SMT, OR FIXED LASS= F.60 3'4'x3'-6" 3' 611x3' 6" A/C PAD No, 2 AIC PAD No. I (VERIFY (VERIFY LOCATION) LOCATION) Tg.OM . AFF. AFF. AFF. — — — — — — — — — - — — — — — — — — — — — — — — - - — — — — — — — —j�' 50TT. OF LINTEL 5OTT. OF LINTEL BOTT. OF LINTEL —/ AT 3'-0" AFF. AT a'-0" A.F.F. AT a'-0" AFF. G.C. VERIFY ACRYLIC LANAI ON LANAI 40'-0"x10'-0" 9'-4" PLT. HT. T.OM. Q I I BOTT. OF LINTEL AT a'-0" AFF. 1 2 - 26 5H, 3 - 26 5H. Hp. AT a'-0" HD. AT a'-0" �a d)C-11 9'-4L-" ctI • vo�uME 10'-10"x8'-9" 9'-4" FLAT CLG. TILE CPT. —rr— m c( - - , H. a FAMILY ROOM MASTER SUITE 30 H. �� H. LL a COUNTERTOP 3 15'-9"x18'-11" 11'-9"x15'-1" rNEE0 2 -STORY VOLUME 9'-4" FLAT CLG. WALL LII \ \ L \ \ NOTE: \ \ ALL INTERIOR O0 \ \ O ANGLED WALLS ARE AT 45' I UN.OJ ARCH FROM O`b — L,1 a'-0° TO 6-8° O / \ I I _ LINE OF SECOND FLOOR APV. KITCHEN _ 36" H. CONTINUOUS -U' 9'-4" FLAT CLG. I GRASPABLECLG. — TURN -OUT RAILING I 9 4 o f 42" UFPER TILE GPT. I I STAIR DATCLG, CABINETS la RISERS AT 1.31" EACH �-' R/5 10.00" TREADS U v, �, (— _ CLG. LZ — — — E2 Y_ F — — — 7 CLG. V LU LANDING °G 9'-4" d �n I OPT. REF. I u� I 2 -Oxo a u, Lu I 24" DEEP CLG. m (2)1.6x6 -a I I �p --- O.H.C. —� 9'4" --- 2-&6-a CLG. SLOPING- 1 v 1 .I<<• FLAT HEADER =+ / G. AT a' 0° =� CPT. TILE CLG. `— _ M. BATH ` — — — PWDR. CLG. 9' 4 CLG. ARCH FROM Lu — _EFI 5 SN, 3'-0" TO a' -a" ((LA TILE SEAT 2 3x6 S lU C. DINING I I _ _ TEMP. GLS. ON 0 91-4" FLAT CLG. CPT.2CI I TILE c I I , MI6 42" 22" WALL H. 9'-411 I 6� CLG. TUB DECK IF—% CLG. I I V -411 UTIL. O CLG, Q W I -OPT. -11-OPT. � TILE O GARDEN 2 - 26 5H.=" �� o I DRYER I I WASHER I SHOWER TUB r ND. AT V-0" L , VALVDE i LLI 1 a a J .1 .1' J', ,J J x J' 1 J" CROWN STANDARD FLUSH FRAME DRYER PORCH 0 TO FURRING VENT -011 / IN5U ATE FLAT HEADER 18'-011x8'-0" N F YER SOFFIT BOTT. )�/HANSEN�T �� I WALL AT a'-0" AFF. BOX/ AT a'-4" AFF. 9'-4' PLT. HT. HANGIN�.z� / / 50 GAL. A.N. W.N. I . PAVERS ANGLED SOFFIT SEE DETAIL ON_- L------------- 'HT. 2C ------ ON DRYER YEN T) El SOFFIT FOR A/C DUCT BOTTOM AT FLAT HEADER': - F TAPERED LAT HEADER 9.4 AT a'-4" A.F.F. AT 3'-4" AFF. COLUMN I GARAGE (SEE ELEV.) AA . L - — - `' -= yl 20'-8"x21'-0" 3A2 54"42" ATTIC ACCESS 9'-'4" PLT. Frf. REFER TO SHEET 2A2 FOR'MAIN FLOOR PLAN W/ DIMENSIONS i LINE OF GARAGE DOOR IN OPEN P061TION �I I - I I 16-060 O.N. GARAGE DOOR '' � . ' � PAVER DRIVE / LEADWALK T.OM. :. AFF. AFF. REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN W/ DIMENSIONS H.B. 3'-011x3'-0" A/C PAD 34" H. LOW WALL UNDER COUNTERTOP ci a Z C H.B. CLEAR OPENING HEIGHTS IN DWELL INCA UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, "THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 SAN�OFi'D �FF'AF2CCt\�(i HATCHING LEGEND INSULATE WALL MAIN FLOOD 1453 S.F. UPPER FLOOR 1141 SR TOTAL LIVINCI 2600 S.F. C1AF,A 411 5,F, LANAI 400 S.F. PORC=H 144 5.r-. TOTAL SQ. FT. 3(o21 S.F. MAIN FLOOR PLAN NOTES SCALE: I/4" = I'-011 GARAGE RIGHT • JOB NUMBER 25002.322 • CAD FILE NAME LOT 22 TB ISSUED 11-18-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROVP 150 STATE STAEI r FAST OLMMA R FLORIDA 34677 813.9 LS .1300 TEL 813. 925.1800 FAX W W W.DAV ISBEWS.COM Ilk cl X �, •° ••e moi. 0 C 1 e a L o z (RYI{ 0 e �• ~ cc �0 //1 111111 TITLE MAIN FLOOR PLAN NOTES SHEET 2A1 e e X e � (� 0 O C) O J 0 1 p ' J N > >r �oLL 0 O m2 �" o = 0 0 c0 [L - -6) w026) -- cD �o O�, 4J z02° • JOB NUMBER 25002.322 • CAD FILE NAME LOT 22 TB ISSUED 11-18-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROVP 150 STATE STAEI r FAST OLMMA R FLORIDA 34677 813.9 LS .1300 TEL 813. 925.1800 FAX W W W.DAV ISBEWS.COM Ilk cl X �, •° ••e moi. 0 C 1 e a L o z (RYI{ 0 e �• ~ cc �0 //1 111111 TITLE MAIN FLOOR PLAN NOTES SHEET 2A1 LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 400 SQ. FT. / 300 = 1.33 SQ. FT. X 144 = 192 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 96.00 SQ. IN. ACTUAL SOFFIT VENTILATION = 582 SQ. IN. I- ------------L f - ---------------L J ------------ - - I I 41 I/ �f' 4.12 4:12 F -------I I I I I I I I I I I I � I I I yO OFF -RIDGE I VENT (TYP.) I I I I I UPPER ROOF I I I I VENT REQUIREMENTS 6:12 RIDGE ':12 VENTILATION CALCULATIONS�— ATTIC AREA = 1454 SQ. FI. / 300 = 4.85 SQ. FT. ' ,I X 144 = 698 SQ, IN. I I HALF AT UPPER 2/3 ROOF VENTS = 348.96 SQ. IN. I I # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 348.96 SQ. IN. I 4� I ACTUAL SOFFIT VENTILATION = 1482.45 SQ. IN. I I I I I I HATCHING INDICATES LINE - s i OF RECE55 IN TRU55E5 o_ ?71 I FOR HANGING AIH - I - - - - ------------------r--------F-------- I I au^ L LJ L -J -- I ❑ ❑I I ------------------ - — — I I ILI E 6.1� 11/2" THICK ATTENTION TRJ55 MANUF.: PA15E HEEL AT NIGHER PITCHED i I ROOF IF ADJACENT TO A LOWER i PITCHED ROOF TO ENSURE FASCIAS AT BOTH ROOF PITCHES ALIGN IAT ALL APPLICABLE LOCATIONS) ILI v ROOF PLAN_ SCALE: Ila" . 1'-0" SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN, PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G,C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GARAGE/PORCH ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 621 SQ. FT. / 300 = 2.07 SQ. FT. X 144 = 298 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 149.04 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 2 HALF AT LOW SOFFIT / EAVE VENTS = 149.04 SQ. IN. ACTUAL SOFFIT VENTILATION = 517.4 SQ. IN. %* GL.EAIz OPENING, HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA5546E OF A 4 INCH DIAMETER SPHERE WHERE =I< INSTALLATION OF EXTERIOR LATHING AND FRAMING SUCH OPENIN65 ARE LOCATED WITHIN 24 INCHES OF THE APPLICATION REQUIREMENTS TO BE PER F.B.C., - 5TH FINISHED FLOOR PER F.B.C,, - 5TH EDITION (2014) 8312.2 1,13/4" EDITION (2014) R103.6.1 AND A5TM C 100, THICK THICKNE55 OF TEXTURED FIN16H OVER FRAME WINDOW FALL 'PREVENTION DEVICES AND WINDOW GUARDS, APPL ICATION TO BE PER F.S.C.R. - 5TH EDITION (2014) WHERE PROVIDED, SHALL COMPLY WITH THE 8103.0.2 ANI) A5TM C 926. REQUIREMENTS OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION * * * * * * (2014) 83122 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" _ 1'-0" PLT. NT_ - - - SHINGLE-\ ROOF _ SECOND FF. LINE _ 4 2 �r TEXTURED FINISHuci MAIN FF. LINE GRADE LINE (ASSUMED) PLT. HT. -4" (VERIFY W/ TRUSS MANUF.) 12 aV �— ROOF TRU5SE5 AT 24" O.C.— (TYPICAL) .C.---(TYPICAL) L OPEN LO FT G 42" H. Low WALL 12' FLOOR SYSTEM-- OPEN IORCH DNIN❑ I HE �a ❑ SECTION AA SCALE: Ila" - I'-0" 12 4 BRKFSI�.LANAI��N. 12 12 5NINGLE R00F7 PLT. HT. SHINGLE STUCCO ROOF 1�) 7 FINISH a a" SECOND FF. LINE STUCCO- ------ `- 4 - — FINISH 6" BANDING T.O.M. -` EZTEXTUREDTEXTURED FINISH / t FIN15H MAIN FF. LINE - LEFT ELEVATION SCALE: 1/3" : I'-0" GRADE LINE (ASSUMED) 12 12 6[/ LSHINGLE �6 ROOF PLT. HT. • ❑ . STUCCO r * i FINISH 12 �— SHINGLE �4 SECOND FF. LINE ROOF T.O.M. ❑ ❑ ❑ L �r a c1 TEXTURED ZVI FINISH L_��_JJTEMP.j MAIN FF. LINE ZEAR ELEVATION SCALE: Ila" _ I'-0" 12 12 �6 G.C. VERIFY ALUMINUM LSNINGL E OVER 2x6 5UB-FA5CIA ROOF - (TYPICAL) L STUCCO FINISH LL 12 LSNINGLE LL' 6 ROOF a" SECOND FF. LINE - ❑ T.OM. �r ❑ TYP.' - L � ■ TEXTURED TEXTURED AT 51DE5 FINISH / RETURN TEMP. ��, FIN15H MAIN F.F. LINE - - - - - - - - - - - - - GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: I/a" : 1'-0" 12� I Uj LLI lLI T.OM_ 2'-0' TYP. RETURN AT 51DE5 MAIN FF. LINE PLT. HT.- — - SHINGLE �, `ROOF a1 12 --J SECOND FF. LINE TEXTURED `r FINISH `r MAIN FF. LINE ��L:DrNc SANFORD Al O�OARTM�� 16.223 ELEVATION "A" • s STucco —.,� ❑ • FIN15H DESIGN GROVP =r - SECOND FF. LINE OLDSMAR, FLORIDA 34677 412 T.O.M. Lo Lo r 0 U TAMPA • E?ENVER. ® J O o _jc�(~� TEXTURED —� IIAA FN16H MAIN FF. LINE GRADE LINE (ASSUMED) 12 12 6[/ LSHINGLE �6 ROOF PLT. HT. • ❑ . STUCCO r * i FINISH 12 �— SHINGLE �4 SECOND FF. LINE ROOF T.O.M. ❑ ❑ ❑ L �r a c1 TEXTURED ZVI FINISH L_��_JJTEMP.j MAIN FF. LINE ZEAR ELEVATION SCALE: Ila" _ I'-0" 12 12 �6 G.C. VERIFY ALUMINUM LSNINGL E OVER 2x6 5UB-FA5CIA ROOF - (TYPICAL) L STUCCO FINISH LL 12 LSNINGLE LL' 6 ROOF a" SECOND FF. LINE - ❑ T.OM. �r ❑ TYP.' - L � ■ TEXTURED TEXTURED AT 51DE5 FINISH / RETURN TEMP. ��, FIN15H MAIN F.F. LINE - - - - - - - - - - - - - GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: I/a" : 1'-0" 12� I Uj LLI lLI T.OM_ 2'-0' TYP. RETURN AT 51DE5 MAIN FF. LINE PLT. HT.- — - SHINGLE �, `ROOF a1 12 --J SECOND FF. LINE TEXTURED `r FINISH `r MAIN FF. LINE ��L:DrNc SANFORD Al O�OARTM�� 16.223 ELEVATION "A" JOB NUMBER 25002.J22 • CAD FILE NAME LOT 22 T8 ISSUED 11-18-15 REVISED 04-01-16 • s Y DAVIS BEWS • X DESIGN GROVP ro OLDSMAR, FLORIDA 34677 813.9"25.1300 TEL r• Ln Lo Lo r 0 U TAMPA • E?ENVER. ® J O o _jc�(~� IIAA L lL • 0 0 �U � h 0-1 C0 FL m N J (0 4-0 0 o 0 Z N d JOB NUMBER 25002.J22 • CAD FILE NAME LOT 22 T8 ISSUED 11-18-15 REVISED 04-01-16 GARAGE RIGHT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN QUILDINC SECTION DETAILS Y DAVIS BEWS DESIGN GROVP 150 STATUE STREEr EAST OLDSMAR, FLORIDA 34677 813.9"25.1300 TEL 813. 925.1800 FAX "2 W W W.L)AVISBEWS.COM TAMPA • E?ENVER. GARAGE RIGHT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN QUILDINC SECTION DETAILS ELECTFf CAL KE"r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET ,F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET F� SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH S THREE-WAY SWITCH J4 FOUR-WAY SWITCH $ D DIMMER SWITCH -} CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN (Q. EXHAUST FANLIGHT COMBINATION D ELECTRIC DOOR OPERATOR (OPTIONAL) Fc -51 CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) cn CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO, COMBO DETECTOR FQ TELEPHONE (OPTIONAL) TELEV15ION (OPTIONAL) (D THERMOSTAT ri ELECTRIC METER -MEL ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) c , ROUGH -IN FOR OPT. CEILING FAN U kJ c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ <1 J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) A5 INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEY151ON... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIDRARIE5, DEN5, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.1). 6. IT 15 THE RESPON5I5ILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW 15 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L -FUEL -BURNING NEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALAW6 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED 13Y A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT -- METER COMDO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC, AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP.~'14 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL 110 COPPER TO WATER HEATER —$a COPPER TO RANGE $4 COPPER TO 5/8" GROUND ROD AL60 SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. A/C PAD NO.2 A/C PAD NO. I (VERIFY (VERIFY LOCATION) LOCATION) (2) AIG DISCONN. W.P. I P GF.I. HORIL MAKE-UP LIGHTS ELEC. METER W.P. / G.F.I. FOR T.U.G. SERVICE COACH LIGHT I'd31CiNil ��LDING 501FORD MAIN FLOOR ELECTRICAL PLAN- GARAGE RIGHT JOB NUMBER 25002.222 CAU FILE NAME LOT 22 TB ISSUED 11-18-15 REVISED 04-01-16 DAMS BEWS DESIGN GROVP 150 STATE STRE.E:1' FAST OLDSMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEB- x ro ® 1 JO ■� 'N > > J N L• o ® � c h L � O EoDCp > y w; -CJi—tD (dh �+ 00 z °2° JOB NUMBER 25002.222 CAU FILE NAME LOT 22 TB ISSUED 11-18-15 REVISED 04-01-16 • TITLE • MAIN FLOOR ELECTRICAL PLAN DAMS BEWS DESIGN GROVP 150 STATE STRE.E:1' FAST OLDSMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEB- _ EST. 1994 • TITLE • MAIN FLOOR ELECTRICAL PLAN c c 0 FOUNDATION PLAN FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2, PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 1'2 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS, 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON 1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATIO . 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION 0-u%E ' SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. ZO24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" I-IORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND IN INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( O.C. MAX U.N.O.). ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. * INDICATES GROgT' FILLED�CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. #1 6 - 223 aA (1) 'n W ''ti .. n- O • 0 z w4��1 O t_Ol Q IW— O Z [Lm U O 2 ^ J O U0 aN r ,� co ILL O O° 0�O O W W w F- U z � L� F- 0 Q .� (D a- Un U W W��o Ov rn a O z 06 LLj LU E Q O (_ LJL h U ® z � m Q Z U O I - � I_ ° J U)(X~�r' o W Q O O y F�F-FWZ o Z cnE ® O �QL�Z o°f o ' fi a z Lu R NJ 0 LL w z � U c� Q o� O U UF— w w z r 0 u) W O IL 0 z 0 Q O J _z W 11 s � F - w Q zCNI U) z F_ (On® O w ®� F - w 0�O N o U O Z UJ cn w J ®! Q Q O 2 F_ U � F- U) STRUCTURAL ENG: CFG Q DRAFTING: F— z-STRUCT: BM W ---- - QC CHECK: LA JOB No. TM - 2151397 ....... -_. SCALE: AS INDICATED _ -_ F- DATE: 12/22/15 w Q �— Q0 z � d - W 0 U) W — -- — Q CD O J m 0 w O i-- z Lo d Q ci_- a W 0 O U L`' U U) _ U w J � ao a } p 0 w W I [>' O--- C):::: w -- - - W W w �. q ® �� ✓✓✓✓/ Ll1 ��A rsvooa°° / 4 Q i 0 o o C:)o tt� W 7 15 N Ott , �, z z cd b- rc (((4 a °01 "" ;, ° 9� App oG "'s/ Q i// 0 �r/�Tp c.•r� �•°°�j cam¢ al O ' s (1) 'n W ''ti .. n- O • 0 z w4��1 O t_Ol Q IW— O Z [Lm U O 2 ^ J O U0 aN r ,� co ILL O O° 0�O O W W w F- U z � L� F- 0 Q .� (D a- Un U W W��o Ov rn a O z 06 LLj LU E Q O (_ LJL h U ® z � m Q Z U O I - � I_ ° J U)(X~�r' o W Q O O y F�F-FWZ o Z cnE ® O �QL�Z o°f o ' fi a z Lu R NJ 0 LL w z � U c� Q o� O U UF— w w z r 0 u) W O IL 0 z 0 Q O J _z W 11 s � F - w Q zCNI U) z F_ (On® O w ®� F - w 0�O N o U O Z UJ cn w J ®! Q Q O 2 F_ U � F- U) STRUCTURAL ENG: CFG Q DRAFTING: F— z-STRUCT: BM W ---- - QC CHECK: LA JOB No. TM - 2151397 ....... -_. SCALE: AS INDICATED _ -_ F- DATE: 12/22/15