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HomeMy WebLinkAbout241 Big Spring Ter 16-2311 New Construction SFH{ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: a� Historic District: Yes ❑ IN, Parcel Parcel ID: 27-19-30-UU -0000- I OQ Residential [)� commercial ❑ Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: NEW THORNEBROOK LOT NUMBER: 109 Poco 2. Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@Permits PermitsPermits. com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Ylloile: ;07-629-0077 Street: 151 SOUTHHALL LANE # 200 4Zesideut of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phosie: ^07-257-6940 Street: 151 SOUTHHALL LANE # 200 I'adx: City, State Zip: MAITLAND FL 32751 State License No.: Cl3C1257A 2 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Tender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECOIW A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. It, YOU INTEND TO OBTAIN FINANCING, CONSULTWITH YOUR .LENDER OR AN ATTORNEY 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. hBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'l' Edition (2014) Florida Building Code Revised; June 30, 2015 Permit Application THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UL7 FASCIA, 5HINGL E ROOF, ELECTRIC HEAT, bO GAL. W.H., 150 AMP SERVICE/PANEL 30X, PAVER DRIVE AND LEAD WALK, PAVER ENVY, AND ACRYLIC AT LANAI, GENERAL CONSTRUCTION NOTES: CHAPTER5 AND 5ECTIONS REFER TO F.Dr—R - 5TH EDITION (2014) LOT THORNBROOKE 40S NOTE: ANTE pIMEN510N5 AND/OR CAL L OUT5 W11HIN THI5 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 109 ARE TO BE GON5IDERED 'NOMINAL DIMEN5102' if AMESBURY. 1588 ELEVATION A A -RAGE TAYLOR MORRISON REDRAW NOTES 01-21-I6 CREATED LOT SPECIFIC PLAN FOR LOT 109 IN THORNBROOKE 405 ELEVATION 'A" GARAGE LEFT W/ PLAN Or T10% INCLUDING: CALIFORNIA COUNTERTOP, LANAI EXTENSION, SECOND 51NK AT MASTER BATH, R-38 INSULATION, KITCHEN UPPER AND 3A5E CABINET5 OPTION AND CEILING FAN PRE -WIRES. PLAN REVISIONS II -30-16 COMPLETED REV1510N5 TO INCLUDE: I 1 REVISED KNEE WALL AT TU3 DECK / 5HOWER - �Ilu i TO 3E 26 AND ADDED 2'-8' DOOR INTO e BATH, EST. 1994 F- _— DOOR FROM GARAGE TO UTILITY 2LRELOCATED ROOM TO ANGLED WALL AT BACK OF GARAGE X TO ALLOW FOR WASHER DRYER CLEARANCE. DRYER VENT TO BE DIRECT VENT TO FRONT PORCH. Uo �r RELOCATED AIR HANDLER TO ATTIC 5PACE AND MOVED ATTIC ACCE55 CL05ER TO AIR HANDLER FOR REQUIRED ACCE55, Q MOVED WALL / LINEN CL05ET OF BATH 2 INTO BATH 3' TO ALLOW FOR CL EARANCE5 FOR DOOR CA51NG INTO BEDROOM. DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -FLOOR PLAN NOTES 2A2 -FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, DETAILS 3A1 -FRONT ELEVATION 3A2 -SIDE AND REAR ELEVATIONS, ROOF PLAN 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4 -ELECTRICAL PIAN OCCUPANCY AND C0N5TRUGTi10N TYPE: TNI5 UNIT HA5 AN R3 OCCUPANCY AND BUILDING TYPE V -B GLA551FIGATION. CEILINC5 CONSTRUCTION: I. THE GARAGE SHALL BE 5EPARATED (FROM THE RESIDENGE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 51DE. GARAGES BENEATH HABITABLE ROOMS SHALL BiE SEPARATED FROM ALL HABITABLE ROOM5 ABOVE BY NOT LE55 THAN 5/a INCH (15.9 mm) TYPE 'X' GYPSUM BOARD OR E(1IVALENT. WHERE THE 5EPARATION 15 A FLOOR -CEILING ,*6EM13L Y, THE 5TRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH 02.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH! IF,B.C., - 5TH EDITION (2014) R102.3.5. • JOB NUMBER 26002.190CAD • r� r LE NAME LOT 10� EXTERIOR FINSE-6: ISSUED 07 IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.bC.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063. ALL LATH AND LATH REVISED 11-30-16 ATTACHMENT5 5HALL BE OF CORRONCN-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH .5HALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAIL 5 HAVING A 1/16 INCH HEAD, OR 1/a INCH LONG 16 GAUGE 5PAPLES 5PACE[) NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE li PER F.B.C-R. - 5TH EDITION (2014) RIQ,,62 AND ASTM C 926. PER F.B.C:. 5TH EDITION (2014) R103h2.1 WEEP 50REED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GA1UGE CORRO5IUN-RE515TANT WEEP SCREED (OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INGHE5 5NAL L BE PROVIDED AT OR BELOW THE PLATE ; LINE ON EXTERIOR STUD WALL5 IN AcooRPANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCNE5 ABOVE THE EARTH OR 2 INCNE5 ABOVE PAVED AREAS. THE WEATHER RE515TANT BARMIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH 5HALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.G.R. 5TH EDITION (2014) R103h.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING 5NAL L INCLUDE A WATER RE315TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYER5 OF GRAPE D PAPER, STUCCO APPLICATION AND CURING PER RB.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM C 926. STUCCO roNTRoL JOINTS STUCCO CONTROL JOINTS TO BE IN5TAL! LED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALL5 TO DELINEATE AREA5 NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATION5, DI5TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED la FT. IN EITHER DIRECTION o8 A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT 5HALL BE IN5T-MLL E[) WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCUR5 IN BA5E EXTERIOR (WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 5HAUL BE CONSIDERED A5 CONTROL JOINTS. EGRESS: I. EACH BEDROOM MUSTHAVE ONE WIND, THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A POOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44' ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FL ASNING SNALL BE IN5TALL E1) AT NALL AND ROOF INTER5ECTION5, DECK AND WALL INTERSECTICN5, AT 61JTTER5, AT ALL CHANGE5 IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENING5, 2. APPROVED CORRO5ION-RE515TANT MLASNING SNALL BE APPLIED SNINGLE FASNION IN SUCH A MANNER A5 To PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING 5TRUCTURAL FRAMING COMPONENT5. THE FLASHING SNALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H. APPROVED CORRO510N-RE515TANT FLASHING SNAILIL BE INSTALLED AT ALL REQUIRED LOCATION5 PER R103.a. WINDOW INSTALLATION: I. WINDOW5 5HALL BE INSTALLED AND I<ILASHED IN ACCORDANCE WITH THE MANUFACTURER5 WRITTEN IN5TALLATION IN5TRUCTION5. WRITTEN INSTALLATION INSTRUCTIONS SNALL BE PROVIDE[) BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENIN56: I 1 s - �Ilu i DAVIS SEWS DESIGN GPOV!P e 150 STATE STR-EET EAST OLDSMAR, FLORIDA 34677 £313.925.1:00 TEL 81:3.925.1800 FAX W W W.DAVI5BF-WS.COM TAMPA • DENVER EST. 1994 F- _— X ro w.. Uo �r ® �00 (� o ) ® ® ro rh 2 V '� h /r1 1199 dJ r 0 N ' E #,, ? N d' BENEATH HABITABLE ROOMS SHALL BiE SEPARATED FROM ALL HABITABLE ROOM5 ABOVE BY NOT LE55 THAN 5/a INCH (15.9 mm) TYPE 'X' GYPSUM BOARD OR E(1IVALENT. WHERE THE 5EPARATION 15 A FLOOR -CEILING ,*6EM13L Y, THE 5TRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH 02.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH! IF,B.C., - 5TH EDITION (2014) R102.3.5. • JOB NUMBER 26002.190CAD • r� r LE NAME LOT 10� EXTERIOR FINSE-6: ISSUED 07 IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.bC.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063. ALL LATH AND LATH REVISED 11-30-16 ATTACHMENT5 5HALL BE OF CORRONCN-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH .5HALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAIL 5 HAVING A 1/16 INCH HEAD, OR 1/a INCH LONG 16 GAUGE 5PAPLES 5PACE[) NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE li PER F.B.C-R. - 5TH EDITION (2014) RIQ,,62 AND ASTM C 926. PER F.B.C:. 5TH EDITION (2014) R103h2.1 WEEP 50REED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GA1UGE CORRO5IUN-RE515TANT WEEP SCREED (OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INGHE5 5NAL L BE PROVIDED AT OR BELOW THE PLATE ; LINE ON EXTERIOR STUD WALL5 IN AcooRPANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCNE5 ABOVE THE EARTH OR 2 INCNE5 ABOVE PAVED AREAS. THE WEATHER RE515TANT BARMIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH 5HALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.G.R. 5TH EDITION (2014) R103h.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING 5NAL L INCLUDE A WATER RE315TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYER5 OF GRAPE D PAPER, STUCCO APPLICATION AND CURING PER RB.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM C 926. STUCCO roNTRoL JOINTS STUCCO CONTROL JOINTS TO BE IN5TAL! LED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALL5 TO DELINEATE AREA5 NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATION5, DI5TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED la FT. IN EITHER DIRECTION o8 A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT 5HALL BE IN5T-MLL E[) WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCUR5 IN BA5E EXTERIOR (WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 5HAUL BE CONSIDERED A5 CONTROL JOINTS. EGRESS: I. EACH BEDROOM MUSTHAVE ONE WIND, THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A POOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44' ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FL ASNING SNALL BE IN5TALL E1) AT NALL AND ROOF INTER5ECTION5, DECK AND WALL INTERSECTICN5, AT 61JTTER5, AT ALL CHANGE5 IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENING5, 2. APPROVED CORRO5ION-RE515TANT MLASNING SNALL BE APPLIED SNINGLE FASNION IN SUCH A MANNER A5 To PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING 5TRUCTURAL FRAMING COMPONENT5. THE FLASHING SNALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H. APPROVED CORRO510N-RE515TANT FLASHING SNAILIL BE INSTALLED AT ALL REQUIRED LOCATION5 PER R103.a. WINDOW INSTALLATION: I. WINDOW5 5HALL BE INSTALLED AND I<ILASHED IN ACCORDANCE WITH THE MANUFACTURER5 WRITTEN IN5TALLATION IN5TRUCTION5. WRITTEN INSTALLATION INSTRUCTIONS SNALL BE PROVIDE[) BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENIN56: THE OPENING BETWEEN THE GARAGE AAND LIVING AREA SNALL BE EQUIP PED WITH 5001[) WOOD DOORS NOT LE55 THAN 13/a' IN THICKNE55, 501-11) CORE (5.C.) OR HONEYCOMB �4 CORE STEEL DOORS NOT LE55 THAN 13& THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5"LF-CLOSIN6 DEVICE. FLOOD ZONE REQUIREMENT&: � �co PLAN MEETS OR EXCEEDS FEMA FLOOD FINISNED GARAGE FLOOR ELEVATION. IO 0 4' ASPHALT 5HINGLE5 (IF APDL .ItA3LE) : CD ' I. WIND RE515TANCE OF ASPHALT SNINGILES. - A5PHALT SNINGLE5 SNALL B„. IN5TAL L ED IN ACCORDANCE WITH 5ECTION R905.2.6 AND 8905.2.6.1. 0 + 1 Li 2. A5PHALT SNINGLE5 5HALL ONLY BEI IUSED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE5 FROM TWO UNIT5 VERTICAL IN 7`4%%11x1 il9 12 UNIT5 HORIZONTAL (2:12) AND LE55 TI,IIAN FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL 14:12), TWO LAYER5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, eeee� A5TM D 4x69, TYPE II OR TYPE IV OR ;A,5TM D 615115 REQUIRED IN ACCORDANCE WITH 5ECTION 89052.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNIT5 HORIZONTAL \ tiy�� e��C• o®.n000no, (4:12) AND GREATER, ONE LAYER OF UNIDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4a69, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH 5ECTION ,.. r 89052.1. t �� Lu 0 CLAY AND CONCRETE TILE (IIF AP PLICA3LE) : THE IN5TALLATION ATION OF CLAY AND CONCRETE TILE PER F.B.C., - 5TH EDITION (2014) 8905.3 SNALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 IN5TAL L ATION IN5TRUCTION5, OR 2 ;� .•° REGOMMENDATION5 OF FR5A/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE I1\15TALLATION MANUAL, FIFTH EDITION WHERE THE VA5p 15 DETERMINED IN ACCORDANCE WITH 'i��a, •vo••sno•°`:� ` ” � a k SPECTION 83012.1.3 OR THE RECOMMEND,ATION5 OF RA5 Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER RRC.R. - 5TH EDITION (2014) 8905.33 SNALL CONFORM WITH A5TM D 220, TYPE a II! ASTM p 2626, TYPE II'- O8 A5TM D I910 OR A5TM D 00, GL A55 M MINERAL 5UA0"D ROLL ROOFING AND SNALL BE IN5TALLED IN ACCORDANCE WITH FRS,A/TRI FLORIDA0 HIGH WIND CONCRETE AND CLAY ROOF TILE IN5TALLATION MANUAL, FIFTH EDITION WHERE THE VMJ) 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATION5 OF RA5 Ila, 119 OR 1!20. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) 1. WHEN 5TANDARD OR OPTIONAL FIREPLACE 15 TO B" IN5TAL L ED THE CHIMNEY MUST EXTEND Y-0' PA5T THE HIGHER POINT WHERE IT EXTEND5 THROUGH THE ROOF. AND MU5T BE 2'-0' HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0' AWAY OR CLOSER. TO AND SHOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLA55 M,AT GYP5UM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C12aa, C1325, OR Cllla AND IN5TALLED IN ACCORDANCE WITH j' MANUFACTURER REGOMMENDATION5 5RALL BE U5EQ A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREA5, AND WALL PANELS IN SHOWER AREA5. TERMITE PROTECTION: RECORD COPS( I. PENETRATION. PROTECTIVE 5L EEVE5 ,^ROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FL Oo85 5HALL NOT BE OF CEL L IJL OSE CONTAINING MATERIALS. IF 01- TREATMENT 01ETREATMENT 15 USED FOR 5UBTERRANE;4N TERMITE PROTECTION, THE SLEEVE 5HALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE 5L AD (JUNG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 5HALL BE APPLIED IN51DE THE 5LEEYE. 2. PROTECTION AGAIN5T DECAY AND Tl RMITE5. - CONDEN5ATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR SPRAY NEAD5, AND ROOF DOWN5POUT5 SNALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE 5TRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN510%, OR 5PLA5N BLOCK5. GUTTER5 WITH DOWN6POUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INCNE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER - MECHANICAL AND HVri AC: r I. ENERGY CALCULATION5 FOR HEATING AND COOLING CAPAGITIE5 5HALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TNI5 PLAN SET AT THE TI E OF - APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE .AGCE55IBLE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCE5, OR ANY OTHER PIPING OR DUCT5 NOT rGNNECTED TO THE APPLIANCE BEING IN5PECTEP, 5ERVICE[), REPAIRED, OR REPLACED. A LEVEL WORKING SPADE AT LEAST 30 INCNE5 (162 mm) DEEP AND 30 INCHES (162 mm)) WIDE SNALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO 5ERVICE AN APDL IANCE, CD , 3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE [)WELLING FROM THE GARAGE 5NAL L BE GONSTRUGTEp OF A MIN. ?6 GAUGE (043 1 mm) SHEET 5TEE0 OR OTHER APPROVED MATERIAL AND NALL HAVE NO OPENING5 INTO THE GARAGE. 11 a 4. FOUNDATION5 AND 5UPPORT5 FOR GI! ITPOOP, MECHANICAL 5Y5TEM5 5HALL BE RA15ED AT LEAST 3 INCNE5 (16 mm) ABOVE THE FINI5HED GRADE AND SHALL AL 50 CONFORM TO THE MANUFACTURER'5 INSTALLATION NicSAi�FORD 5. AUXILIARY DRAIN PAN. CATEGORY IIV CONDENSING APPLIANCE5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMA(3F TO ANY BUILDING COMPONENT WILL /� OCCUR AS A RE5UL T OF 5TOPPAGE IN 1THE CONDENSATE DRAIN PIPING 5Y5TEM. TNE5E PANS SNALL BE IN5TAL LED IN ACCORDANCE WITH THE APPLICABLE PROVI510N5 OF 'PAR�� 5ECTION5 MI411.3. q1 t 5 1 EX IAUST r rANS AND Vr�NTINC: 1. OUTDOOR DI5CHARGE. THE AIR REMr�VED BY EVERY MECHANICAL EXHAU5T 5Y5TEM SNALL BE DISCHARGED TO THE OUTDOOR5. AIR SNALL NOT BE EXHAU5TED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL 5PACE_ ° I 2. EXHAUST AIR FROM BATH ROOM5 ANID TOILET ROOM5 SNALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND 5NAL L BE EXHAUSTED DIRECTLY sl TO THE OUTDOOR5. EXHAU5T AIR FROMi'BATHROOM5 AND TOILET ROOM5 51`11ALL NOT D15CHAR6E INTO AN ATTIC, CRAWL 5PACE, OR OTHER AREA5 IN51DE THE BUILDING. -- 3. DUCT LENGTH. THE MAXIMUM L ENGTHI ,OF A GL OTHE5 DRYER EXHAUST DUCT 5HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT 5HALL 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 EXHAU5T DUCT DOE5 NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 IN5TALL ED AND 1-15TED AND 1588 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER • FAN MANUFACTURER'S IN5TALLATION IN'3TRUCTION5. WHERE A CLOTHES DRYER 3005TER FAN 15 INSTALLED AND NOT READILY ACCE551BL E FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORD5'THI5 DRYER TITLE ° EXHAU5T 5Y5TEM 15 EQUIPPED WITH A ;REMOTELY LOCATED B005TER FAN.' 4. PROVIDE LOUVER DEVICE5 AT INTAi<E AND EXHAUST LOCATION5 IN ACCORDANCE WITH AMCA 5TANDARD 550 IN FBG. COVER SHEET GENERAL NOTES ATTENTION GENERAL CONTRArTOR / PUILDER: - 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE 5HALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO - APPLICABLE BUILDING CODE5 PRIOR 1 o COMMENCEMENT OF ANY CON5TRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING — CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV15ION5. ANY • REV1510N5 OR CHAN6E5, NOT RELATED TO THE CORRECTION OF ERROR5 THAT ARE MADE AFTER THE FINAL PI A% HAY" BEEN COMPL ETED 5NAL L BE SUBJECT TO ADDITIONAL 1. FEB, IF ANY MODIFICATION5 ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE [)RAFTER'S OFFICE, THE DRAFTER SNALL NOT BE HELD RE5PON5151-E. REV. 10-14-2015 I 1 - �Ilu i DAVIS SEWS DESIGN GPOV!P 150 STATE STR-EET EAST OLDSMAR, FLORIDA 34677 £313.925.1:00 TEL 81:3.925.1800 FAX W W W.DAVI5BF-WS.COM TAMPA • DENVER EST. 1994 F- _— THE OPENING BETWEEN THE GARAGE AAND LIVING AREA SNALL BE EQUIP PED WITH 5001[) WOOD DOORS NOT LE55 THAN 13/a' IN THICKNE55, 501-11) CORE (5.C.) OR HONEYCOMB �4 CORE STEEL DOORS NOT LE55 THAN 13& THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5"LF-CLOSIN6 DEVICE. FLOOD ZONE REQUIREMENT&: � �co PLAN MEETS OR EXCEEDS FEMA FLOOD FINISNED GARAGE FLOOR ELEVATION. IO 0 4' ASPHALT 5HINGLE5 (IF APDL .ItA3LE) : CD ' I. WIND RE515TANCE OF ASPHALT SNINGILES. - A5PHALT SNINGLE5 SNALL B„. IN5TAL L ED IN ACCORDANCE WITH 5ECTION R905.2.6 AND 8905.2.6.1. 0 + 1 Li 2. A5PHALT SNINGLE5 5HALL ONLY BEI IUSED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE5 FROM TWO UNIT5 VERTICAL IN 7`4%%11x1 il9 12 UNIT5 HORIZONTAL (2:12) AND LE55 TI,IIAN FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL 14:12), TWO LAYER5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, eeee� A5TM D 4x69, TYPE II OR TYPE IV OR ;A,5TM D 615115 REQUIRED IN ACCORDANCE WITH 5ECTION 89052.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNIT5 HORIZONTAL \ tiy�� e��C• o®.n000no, (4:12) AND GREATER, ONE LAYER OF UNIDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4a69, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH 5ECTION ,.. r 89052.1. t �� Lu 0 CLAY AND CONCRETE TILE (IIF AP PLICA3LE) : THE IN5TALLATION ATION OF CLAY AND CONCRETE TILE PER F.B.C., - 5TH EDITION (2014) 8905.3 SNALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 IN5TAL L ATION IN5TRUCTION5, OR 2 ;� .•° REGOMMENDATION5 OF FR5A/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE I1\15TALLATION MANUAL, FIFTH EDITION WHERE THE VA5p 15 DETERMINED IN ACCORDANCE WITH 'i��a, •vo••sno•°`:� ` ” � a k SPECTION 83012.1.3 OR THE RECOMMEND,ATION5 OF RA5 Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER RRC.R. - 5TH EDITION (2014) 8905.33 SNALL CONFORM WITH A5TM D 220, TYPE a II! ASTM p 2626, TYPE II'- O8 A5TM D I910 OR A5TM D 00, GL A55 M MINERAL 5UA0"D ROLL ROOFING AND SNALL BE IN5TALLED IN ACCORDANCE WITH FRS,A/TRI FLORIDA0 HIGH WIND CONCRETE AND CLAY ROOF TILE IN5TALLATION MANUAL, FIFTH EDITION WHERE THE VMJ) 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATION5 OF RA5 Ila, 119 OR 1!20. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) 1. WHEN 5TANDARD OR OPTIONAL FIREPLACE 15 TO B" IN5TAL L ED THE CHIMNEY MUST EXTEND Y-0' PA5T THE HIGHER POINT WHERE IT EXTEND5 THROUGH THE ROOF. AND MU5T BE 2'-0' HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0' AWAY OR CLOSER. TO AND SHOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLA55 M,AT GYP5UM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C12aa, C1325, OR Cllla AND IN5TALLED IN ACCORDANCE WITH j' MANUFACTURER REGOMMENDATION5 5RALL BE U5EQ A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREA5, AND WALL PANELS IN SHOWER AREA5. TERMITE PROTECTION: RECORD COPS( I. PENETRATION. PROTECTIVE 5L EEVE5 ,^ROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FL Oo85 5HALL NOT BE OF CEL L IJL OSE CONTAINING MATERIALS. IF 01- TREATMENT 01ETREATMENT 15 USED FOR 5UBTERRANE;4N TERMITE PROTECTION, THE SLEEVE 5HALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE 5L AD (JUNG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 5HALL BE APPLIED IN51DE THE 5LEEYE. 2. PROTECTION AGAIN5T DECAY AND Tl RMITE5. - CONDEN5ATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR SPRAY NEAD5, AND ROOF DOWN5POUT5 SNALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE 5TRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN510%, OR 5PLA5N BLOCK5. GUTTER5 WITH DOWN6POUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INCNE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER - MECHANICAL AND HVri AC: r I. ENERGY CALCULATION5 FOR HEATING AND COOLING CAPAGITIE5 5HALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TNI5 PLAN SET AT THE TI E OF - APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE .AGCE55IBLE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCE5, OR ANY OTHER PIPING OR DUCT5 NOT rGNNECTED TO THE APPLIANCE BEING IN5PECTEP, 5ERVICE[), REPAIRED, OR REPLACED. A LEVEL WORKING SPADE AT LEAST 30 INCNE5 (162 mm) DEEP AND 30 INCHES (162 mm)) WIDE SNALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO 5ERVICE AN APDL IANCE, CD , 3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE [)WELLING FROM THE GARAGE 5NAL L BE GONSTRUGTEp OF A MIN. ?6 GAUGE (043 1 mm) SHEET 5TEE0 OR OTHER APPROVED MATERIAL AND NALL HAVE NO OPENING5 INTO THE GARAGE. 11 a 4. FOUNDATION5 AND 5UPPORT5 FOR GI! ITPOOP, MECHANICAL 5Y5TEM5 5HALL BE RA15ED AT LEAST 3 INCNE5 (16 mm) ABOVE THE FINI5HED GRADE AND SHALL AL 50 CONFORM TO THE MANUFACTURER'5 INSTALLATION NicSAi�FORD 5. AUXILIARY DRAIN PAN. CATEGORY IIV CONDENSING APPLIANCE5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMA(3F TO ANY BUILDING COMPONENT WILL /� OCCUR AS A RE5UL T OF 5TOPPAGE IN 1THE CONDENSATE DRAIN PIPING 5Y5TEM. TNE5E PANS SNALL BE IN5TAL LED IN ACCORDANCE WITH THE APPLICABLE PROVI510N5 OF 'PAR�� 5ECTION5 MI411.3. q1 t 5 1 EX IAUST r rANS AND Vr�NTINC: 1. OUTDOOR DI5CHARGE. THE AIR REMr�VED BY EVERY MECHANICAL EXHAU5T 5Y5TEM SNALL BE DISCHARGED TO THE OUTDOOR5. AIR SNALL NOT BE EXHAU5TED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL 5PACE_ ° I 2. EXHAUST AIR FROM BATH ROOM5 ANID TOILET ROOM5 SNALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND 5NAL L BE EXHAUSTED DIRECTLY sl TO THE OUTDOOR5. EXHAU5T AIR FROMi'BATHROOM5 AND TOILET ROOM5 51`11ALL NOT D15CHAR6E INTO AN ATTIC, CRAWL 5PACE, OR OTHER AREA5 IN51DE THE BUILDING. -- 3. DUCT LENGTH. THE MAXIMUM L ENGTHI ,OF A GL OTHE5 DRYER EXHAUST DUCT 5HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT 5HALL 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 EXHAU5T DUCT DOE5 NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 IN5TALL ED AND 1-15TED AND 1588 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER • FAN MANUFACTURER'S IN5TALLATION IN'3TRUCTION5. WHERE A CLOTHES DRYER 3005TER FAN 15 INSTALLED AND NOT READILY ACCE551BL E FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORD5'THI5 DRYER TITLE ° EXHAU5T 5Y5TEM 15 EQUIPPED WITH A ;REMOTELY LOCATED B005TER FAN.' 4. PROVIDE LOUVER DEVICE5 AT INTAi<E AND EXHAUST LOCATION5 IN ACCORDANCE WITH AMCA 5TANDARD 550 IN FBG. COVER SHEET GENERAL NOTES ATTENTION GENERAL CONTRArTOR / PUILDER: - 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE 5HALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO - APPLICABLE BUILDING CODE5 PRIOR 1 o COMMENCEMENT OF ANY CON5TRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING — CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV15ION5. ANY • REV1510N5 OR CHAN6E5, NOT RELATED TO THE CORRECTION OF ERROR5 THAT ARE MADE AFTER THE FINAL PI A% HAY" BEEN COMPL ETED 5NAL L BE SUBJECT TO ADDITIONAL 1. FEB, IF ANY MODIFICATION5 ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE [)RAFTER'S OFFICE, THE DRAFTER SNALL NOT BE HELD RE5PON5151-E. REV. 10-14-2015 I 1 `i THE OPENING BETWEEN THE GARAGE AAND LIVING AREA SNALL BE EQUIP PED WITH 5001[) WOOD DOORS NOT LE55 THAN 13/a' IN THICKNE55, 501-11) CORE (5.C.) OR HONEYCOMB �4 CORE STEEL DOORS NOT LE55 THAN 13& THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5"LF-CLOSIN6 DEVICE. FLOOD ZONE REQUIREMENT&: � �co PLAN MEETS OR EXCEEDS FEMA FLOOD FINISNED GARAGE FLOOR ELEVATION. IO 0 4' ASPHALT 5HINGLE5 (IF APDL .ItA3LE) : CD ' I. WIND RE515TANCE OF ASPHALT SNINGILES. - A5PHALT SNINGLE5 SNALL B„. IN5TAL L ED IN ACCORDANCE WITH 5ECTION R905.2.6 AND 8905.2.6.1. 0 + 1 Li 2. A5PHALT SNINGLE5 5HALL ONLY BEI IUSED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE5 FROM TWO UNIT5 VERTICAL IN 7`4%%11x1 il9 12 UNIT5 HORIZONTAL (2:12) AND LE55 TI,IIAN FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL 14:12), TWO LAYER5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, eeee� A5TM D 4x69, TYPE II OR TYPE IV OR ;A,5TM D 615115 REQUIRED IN ACCORDANCE WITH 5ECTION 89052.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNIT5 HORIZONTAL \ tiy�� e��C• o®.n000no, (4:12) AND GREATER, ONE LAYER OF UNIDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4a69, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH 5ECTION ,.. r 89052.1. t �� Lu 0 CLAY AND CONCRETE TILE (IIF AP PLICA3LE) : THE IN5TALLATION ATION OF CLAY AND CONCRETE TILE PER F.B.C., - 5TH EDITION (2014) 8905.3 SNALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 IN5TAL L ATION IN5TRUCTION5, OR 2 ;� .•° REGOMMENDATION5 OF FR5A/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE I1\15TALLATION MANUAL, FIFTH EDITION WHERE THE VA5p 15 DETERMINED IN ACCORDANCE WITH 'i��a, •vo••sno•°`:� ` ” � a k SPECTION 83012.1.3 OR THE RECOMMEND,ATION5 OF RA5 Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER RRC.R. - 5TH EDITION (2014) 8905.33 SNALL CONFORM WITH A5TM D 220, TYPE a II! ASTM p 2626, TYPE II'- O8 A5TM D I910 OR A5TM D 00, GL A55 M MINERAL 5UA0"D ROLL ROOFING AND SNALL BE IN5TALLED IN ACCORDANCE WITH FRS,A/TRI FLORIDA0 HIGH WIND CONCRETE AND CLAY ROOF TILE IN5TALLATION MANUAL, FIFTH EDITION WHERE THE VMJ) 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATION5 OF RA5 Ila, 119 OR 1!20. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) 1. WHEN 5TANDARD OR OPTIONAL FIREPLACE 15 TO B" IN5TAL L ED THE CHIMNEY MUST EXTEND Y-0' PA5T THE HIGHER POINT WHERE IT EXTEND5 THROUGH THE ROOF. AND MU5T BE 2'-0' HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0' AWAY OR CLOSER. TO AND SHOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLA55 M,AT GYP5UM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C12aa, C1325, OR Cllla AND IN5TALLED IN ACCORDANCE WITH j' MANUFACTURER REGOMMENDATION5 5RALL BE U5EQ A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREA5, AND WALL PANELS IN SHOWER AREA5. TERMITE PROTECTION: RECORD COPS( I. PENETRATION. PROTECTIVE 5L EEVE5 ,^ROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FL Oo85 5HALL NOT BE OF CEL L IJL OSE CONTAINING MATERIALS. IF 01- TREATMENT 01ETREATMENT 15 USED FOR 5UBTERRANE;4N TERMITE PROTECTION, THE SLEEVE 5HALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE 5L AD (JUNG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 5HALL BE APPLIED IN51DE THE 5LEEYE. 2. PROTECTION AGAIN5T DECAY AND Tl RMITE5. - CONDEN5ATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR SPRAY NEAD5, AND ROOF DOWN5POUT5 SNALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE 5TRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN510%, OR 5PLA5N BLOCK5. GUTTER5 WITH DOWN6POUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INCNE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER - MECHANICAL AND HVri AC: r I. ENERGY CALCULATION5 FOR HEATING AND COOLING CAPAGITIE5 5HALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TNI5 PLAN SET AT THE TI E OF - APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE .AGCE55IBLE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCE5, OR ANY OTHER PIPING OR DUCT5 NOT rGNNECTED TO THE APPLIANCE BEING IN5PECTEP, 5ERVICE[), REPAIRED, OR REPLACED. A LEVEL WORKING SPADE AT LEAST 30 INCNE5 (162 mm) DEEP AND 30 INCHES (162 mm)) WIDE SNALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO 5ERVICE AN APDL IANCE, CD , 3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE [)WELLING FROM THE GARAGE 5NAL L BE GONSTRUGTEp OF A MIN. ?6 GAUGE (043 1 mm) SHEET 5TEE0 OR OTHER APPROVED MATERIAL AND NALL HAVE NO OPENING5 INTO THE GARAGE. 11 a 4. FOUNDATION5 AND 5UPPORT5 FOR GI! ITPOOP, MECHANICAL 5Y5TEM5 5HALL BE RA15ED AT LEAST 3 INCNE5 (16 mm) ABOVE THE FINI5HED GRADE AND SHALL AL 50 CONFORM TO THE MANUFACTURER'5 INSTALLATION NicSAi�FORD 5. AUXILIARY DRAIN PAN. CATEGORY IIV CONDENSING APPLIANCE5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMA(3F TO ANY BUILDING COMPONENT WILL /� OCCUR AS A RE5UL T OF 5TOPPAGE IN 1THE CONDENSATE DRAIN PIPING 5Y5TEM. TNE5E PANS SNALL BE IN5TAL LED IN ACCORDANCE WITH THE APPLICABLE PROVI510N5 OF 'PAR�� 5ECTION5 MI411.3. q1 t 5 1 EX IAUST r rANS AND Vr�NTINC: 1. OUTDOOR DI5CHARGE. THE AIR REMr�VED BY EVERY MECHANICAL EXHAU5T 5Y5TEM SNALL BE DISCHARGED TO THE OUTDOOR5. AIR SNALL NOT BE EXHAU5TED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL 5PACE_ ° I 2. EXHAUST AIR FROM BATH ROOM5 ANID TOILET ROOM5 SNALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND 5NAL L BE EXHAUSTED DIRECTLY sl TO THE OUTDOOR5. EXHAU5T AIR FROMi'BATHROOM5 AND TOILET ROOM5 51`11ALL NOT D15CHAR6E INTO AN ATTIC, CRAWL 5PACE, OR OTHER AREA5 IN51DE THE BUILDING. -- 3. DUCT LENGTH. THE MAXIMUM L ENGTHI ,OF A GL OTHE5 DRYER EXHAUST DUCT 5HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT 5HALL 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 EXHAU5T DUCT DOE5 NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 IN5TALL ED AND 1-15TED AND 1588 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER • FAN MANUFACTURER'S IN5TALLATION IN'3TRUCTION5. WHERE A CLOTHES DRYER 3005TER FAN 15 INSTALLED AND NOT READILY ACCE551BL E FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORD5'THI5 DRYER TITLE ° EXHAU5T 5Y5TEM 15 EQUIPPED WITH A ;REMOTELY LOCATED B005TER FAN.' 4. PROVIDE LOUVER DEVICE5 AT INTAi<E AND EXHAUST LOCATION5 IN ACCORDANCE WITH AMCA 5TANDARD 550 IN FBG. COVER SHEET GENERAL NOTES ATTENTION GENERAL CONTRArTOR / PUILDER: - 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE 5HALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO - APPLICABLE BUILDING CODE5 PRIOR 1 o COMMENCEMENT OF ANY CON5TRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING — CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV15ION5. ANY • REV1510N5 OR CHAN6E5, NOT RELATED TO THE CORRECTION OF ERROR5 THAT ARE MADE AFTER THE FINAL PI A% HAY" BEEN COMPL ETED 5NAL L BE SUBJECT TO ADDITIONAL 1. FEB, IF ANY MODIFICATION5 ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE [)RAFTER'S OFFICE, THE DRAFTER SNALL NOT BE HELD RE5PON5151-E. REV. 10-14-2015 :s r 30'-0' PAVER DRIVE / I EAD WALK -��--- 3A2 2'-0' 161.0' 2o' -o' 30'-0' :r ►� o 53 In TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TEWITE5 - — UQ.(r f. VERIFY ACRYLIC r 4r s a DAVIS SEWS DESIGN GROUP x EST. 1994 a a ON LANAI d � U r0 EL EVATI/ON «, i /0/ M prn(jv� V-4" <<� A/C PAD I' 2" 6' 2' a' (VERIFY ..I 2i LL A D h M �v�r LOCATION) ro-"N � J `D 11/2' RECE55 FOR r, Z °�ot 41 P.V.C. REFERENCE H.D. ELEVATION 7'-6' � h'•z' 2'-a' �'-a" -'I jI GARDEN «, TILE SEAT 27:1�1 TUB 51NK W/ DISP p.W. w -- HEAD ELEVATION 3'-4' O 0'-4' a' -II" J OPT. I REF. I L—=-1 �;- PROVIDE WATER LINE FOR ICE MAKER <r y 2'-a" 22'-a' I�--J II II REFERENCE ui I LAV.) - ELEVATION 7 C.( 2x6lel AI — — - 3a —• I — v I 3/4' RECE56 I FOR ENTRY PR— I 4'-3" 2'-1' i� 3'-a' .,at - ELEVATION �F� �N� R^ ER� CE _ (-) 0'-4' ELEVATION .` -o' �� , ELEVATION I I �2 n IL o ` (40'4 I v -------G.J.---------------i-- - - - - - - - - - - - - - -----�= I- OPT.1(OPT. = a' CM.U, — I DRYER I I WA6HER WALL ABV. j _ J L I I I - I I I at 5'-6' I I , �- PAVERS I � - Q vl I PAVER DRIVE / I EAD WALK -��--- 3A2 2'-0' 161.0' 2o' -o' 30'-0' :r ►� o 53 In TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TEWITE5 i �n IDD • • (ANF RD N, 1588nrz\ G VERIFY THAT DECO DRAIN 15 INSTAL LED AT PLANTER5 BETWEEN WALKWAY AND GARAGE k * * * * SLAB INTERFACE PLAN 6CALE: 1/4' - I' -o' GARAGE LEFT • TI TLE • SLAB INTERFACE PLAN • s a DAVIS SEWS DESIGN GROUP x EST. 1994 d � U r0 _j Jcoj`0 ® i /0/ M prn(jv� L 7 ? N ..I 2i LL A D h M �v�r o _0 ro-"N � J `D r, Z °�ot i �n IDD • • (ANF RD N, 1588nrz\ G VERIFY THAT DECO DRAIN 15 INSTAL LED AT PLANTER5 BETWEEN WALKWAY AND GARAGE k * * * * SLAB INTERFACE PLAN 6CALE: 1/4' - I' -o' GARAGE LEFT • TI TLE • SLAB INTERFACE PLAN • DAVIS SEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, ELOR1DA 3467/ 813 - 9-25.1300 TEL 813. 92S . 1800 FAX W W W.DAViSBFWS.COM -r,AJ\4PA • 1DENVER EST. 1994 i �n IDD • • (ANF RD N, 1588nrz\ G VERIFY THAT DECO DRAIN 15 INSTAL LED AT PLANTER5 BETWEEN WALKWAY AND GARAGE k * * * * SLAB INTERFACE PLAN 6CALE: 1/4' - I' -o' GARAGE LEFT • TI TLE • SLAB INTERFACE PLAN • ALL EMERGENCY ESCAPE ANQ RESCUE OPENIN65 SHALL COMPLY WITH 8310 PER FE3.C.R. - 5TH EDITION (2014). T.011.f `T.O.M. 9�.4r -d r OTT. OF LINTEL Arr. AT a' -o' Arr.— arr. REFER TO SHEET 242 FOR MAIN FLOOR DIMEN51ON5 - - - - - - - - - - - - - - - _._. - LANAION.I VERIFY R IIF Y ACRYLIC �6 —U' Xfj —� 9'-4" PLT. HT. I �' 3''6'x3'6 Kit AIG PAD ;k)I I 00 (VERIFY (2) 26 N. ti w 1 LOCATION) HD, AT 5'-0' iii c I ('2) 26 TEMP. SHL1//_�' {t E6RE55 , 6-0x5-0 TEMP. S.G.D. HD. ar a' 0' i Q o _ r C MASTER SUI -TE FAMILY ROOM 13'-10"x12'-0" 14'-8"x13'-4" H5. 9'-4" FLAT CLO. 9'-4" FLAT CLG. o� o COUNTERTOP O 22� H. 2 ax6 a I (SEE DETAIL ON 1 u � i 33' N. KNEE 5HEET 2C) a- WALL M.0 z I u 1 @)x �� —------_ 2xMWALL ti 1. V4 TUBRDEN CLG. I/ x a o o / I_ IO.H.C. TEMP. GL. ON 6' H. — c� %U- 2 OO 2xa LOW WALL W1 '' ` r 36-x22 I IIO J I -` MARBLE CAP l5EE I ATTIC I I� ; / U II% ID15P D W I o TAI 0 SH T 2CJ O �I/ DE L N EE ACCE55 j W � M. BATH L — — — O KITCHEN � 0VENT Hoop CLG Q, I c% 9'-4" FLAT CLG o r TO EXTERIOR -� I I 4? ua o �7 24' GL. HEAD 2 R/5 I// CABINETS �y a A , (SEE PARITAL PLAN ON 5HEET 2C) I' -a' H. AFF I D TILE SEAT V I 2C BRKFST -C C 9'-4" FL- /AT CA BEDROOM 2 I OPT. REF. CLG. z 10'-8"x10'-4" v, z 9'-4" FLAT CLG. i — _ — a O.N.G. PLANT SHELF — — TOP AT a'-0' / / ow - - �'' DINING ROOM I _r 15'-4"x10'-6" 9'-4" FLAT CLG. BATH 2 `L- 2.6x6 -a 9 4VINYL CPT. g'.4' a Cir a. 32" N. GI G F, r W VANITY --3W stto C �p r T LAV. �; I I Xo � O w LIVING ROOM ` 15' 4"x10'-6" �w 9'-4" FLAT CLG. k :LA NOTE:BEDROOM 3 ALL INTERLE=uJaL15 AR? W 9'-4" FLAT CLG. ,, �k U� U 1 cTJ J7 /-NICHE G.G. VERIFY THAT ALL PLANT SHELF / I �- - BUILT-IN NICHES HAVE TOP AT a' 0' / ROUNDED CORNER 5EAID TH. INSULATE WALL 1A.H. IN/��/- ATTIC/u 54'x22' ATTIC O O ACCE55 z �' r a W FLUSN FRAME u ,- Lrr_~_� 1 TO FURRING CIA r a� UTIL. I 2x FRAMING r I (TYP. AT DOOR) 2 CLG. GARAGE HANSEN r 18'-8"x20'-0" r P_T _ X 1 11 ENTRY 1(- T� _ TYPICAL MASONRY r I DRYER II WASHER I 9'-4"iPLT. H o `r LL' ir+ ti� WINDOW SCHEDULE Y PRYER VENT — 1 L —I 5N. ��1— — J WINDOW WIDTHS X a AM y lSEE DETAIL) LINE OF GARAGE DOOR IN OPEN P051TION ___ � r---------2x6WALL- -i --_. 2020 F.G. 20' 21' 37' 53' V i I VENT 5005TER FAN .r I REQUIRED 1 WINDOW CALL -OUTS a PAVERS ' \ om m _ I t ` H.B. (D 26' 12 5H 1/2 32 5H 22 5H 32 5N W U I I T.011. BOTT.OF t A.- ro� 0o 4mPZ(o N�It HEADER AT = 39' AFF. a'-0' AFF. 13 5N 1/2 33 5N 23 5H 33 5N 0 51' 14 5H 1/2 34 5H 24 5H 34 5H 63" 0 15 5N I/2 35 5N 25 5N 35 SN H 2! 12' -3: 16 5H 1/2 36 5H 26 SH 3o 51-1 G.C. VERIFY MA50NRY OPENINr 5 FOR ALL WINDOWS, Lu Lu WINDOW 5IZE5 AND INSTALLATION MAY VARY PER F— MANUFACTURER AND 5PECIFICAfION5, 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5N, CASEMENT- C5MT, OR FIXED GLA55- F.G.) T.011.f `T.O.M. 9�.4r -d r OTT. OF LINTEL Arr. AT a' -o' Arr.— arr. REFER TO SHEET 242 FOR MAIN FLOOR DIMEN51ON5 - - - - - - - - - - - - - - - _._. - LANAION.I VERIFY R IIF Y ACRYLIC �6 —U' Xfj —� 9'-4" PLT. HT. I �' 3''6'x3'6 Kit AIG PAD ;k)I I 00 (VERIFY (2) 26 N. ti w 1 LOCATION) HD, AT 5'-0' iii c I ('2) 26 TEMP. SHL1//_�' {t E6RE55 , 6-0x5-0 TEMP. S.G.D. HD. ar a' 0' i Q o _ r C MASTER SUI -TE FAMILY ROOM 13'-10"x12'-0" 14'-8"x13'-4" H5. 9'-4" FLAT CLO. 9'-4" FLAT CLG. o� o COUNTERTOP O 22� H. 2 ax6 a I (SEE DETAIL ON 1 u � i 33' N. KNEE 5HEET 2C) a- WALL M.0 z I u 1 @)x �� —------_ 2xMWALL ti 1. V4 TUBRDEN CLG. I/ x a o o / I_ IO.H.C. TEMP. GL. ON 6' H. — c� %U- 2 OO 2xa LOW WALL W1 '' ` r 36-x22 I IIO J I -` MARBLE CAP l5EE I ATTIC I I� ; / U II% ID15P D W I o TAI 0 SH T 2CJ O �I/ DE L N EE ACCE55 j W � M. BATH L — — — O KITCHEN � 0VENT Hoop CLG Q, I c% 9'-4" FLAT CLG o r TO EXTERIOR -� I I 4? ua o �7 24' GL. HEAD 2 R/5 I// CABINETS �y a A , (SEE PARITAL PLAN ON 5HEET 2C) I' -a' H. AFF I D TILE SEAT V I 2C BRKFST -C C 9'-4" FL- /AT CA BEDROOM 2 I OPT. REF. CLG. z 10'-8"x10'-4" v, z 9'-4" FLAT CLG. i — _ — a O.N.G. PLANT SHELF — — TOP AT a'-0' / / ow - - �'' DINING ROOM I _r 15'-4"x10'-6" 9'-4" FLAT CLG. BATH 2 `L- 2.6x6 -a 9 4VINYL CPT. g'.4' a Cir a. 32" N. GI G F, r W VANITY --3W stto C �p r T LAV. �; I I Xo � O w LIVING ROOM ` 15' 4"x10'-6" �w 9'-4" FLAT CLG. k :LA NOTE:BEDROOM 3 ALL INTERLE=uJaL15 AR? W 9'-4" FLAT CLG. ,, �k U� U 1 cTJ J7 /-NICHE G.G. VERIFY THAT ALL PLANT SHELF / I �- - BUILT-IN NICHES HAVE TOP AT a' 0' / ROUNDED CORNER 5EAID TH. INSULATE WALL 1A.H. IN/��/- ATTIC/u 54'x22' ATTIC O O ACCE55 z �' r a W FLUSN FRAME u ,- Lrr_~_� 1 TO FURRING CIA r a� UTIL. I 2x FRAMING r I (TYP. AT DOOR) 2 CLG. GARAGE HANSEN r 18'-8"x20'-0" r P_T _ X 1 11 ENTRY 1(- T� _ 9 -4 PLT. HT. r I DRYER II WASHER I 9'-4"iPLT. H o `r LL' ir+ ti� Y PRYER VENT — 1 L —I 5N. ��1— — J 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER X a AM y lSEE DETAIL) LINE OF GARAGE DOOR IN OPEN P051TION ___ � r---------2x6WALL- -i --_. 2020 F.G. U o o l() y I rr. VERIFY DRYER HD. AT 6'-a' i I VENT 5005TER FAN .r I REQUIRED 1 � to �+ �(J)�� a PAVERS ' \ om m _ I t ` H.B. Lm � i U® ® U I I T.011. BOTT.OF t A.- ro� 0o 4mPZ(o N�It HEADER AT Q I 16-Ox1-0 O.H. GARAGE DOOR I AFF. a'-0' AFF. PAVER DRIVE / LEAD WALK AA 3A2 T.011, 9I -4r AFF. • JOB NUMBER 26002.190 • CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED 11-30-16 e D.lLVIS BEWS DESIGN GROVP e 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER X a AM U o o l() 0 ���rn to �+ �(J)�� om m _ ` Lm � i U® ® EyryN t A.- ro� 0o 4mPZ(o N�It • JOB NUMBER 26002.190 • CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED 11-30-16 Cb mom �'�c7� . i •• • rJ�l A 11 W A. •, Do all I N CD 0 REVISIO l I I 1 Gr. VERIFY FOR ,, R38 CEILING I NaU�ATION r MAIN FLOORDIMEN61ON6 20 D �V1L INO, SA1NFORD HATCHING LEGEND 0 %/- • • x.588 INSULATE UJaLL ���..r�,'r • s MAINSHEET LOOR PLAN NOTES- 5CALP: - 1/4' - 1'-0' GARAGE LEST 2A1 • D.lLVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F %- Cb mom �'�c7� . i •• • rJ�l A 11 W A. •, Do all I N CD 0 REVISIO l I I 1 Gr. VERIFY FOR ,, R38 CEILING I NaU�ATION r MAIN FLOORDIMEN61ON6 20 D �V1L INO, SA1NFORD HATCHING LEGEND 0 %/- • • x.588 INSULATE UJaLL ���..r�,'r • s MAINSHEET LOOR PLAN NOTES- 5CALP: - 1/4' - 1'-0' GARAGE LEST 2A1 • REFER TO 6HEET 2AI FOR MAIN FLOOR NOTING u s r • JOB NUMBER 14'-0' 16'-0' CAD FILE NAME LOT 109 ISSUED 1'-4' 13'-4' s 11-30-16 11 • ' `"------- L x � ro Jr o lQo ® �[~rn 8' I a' LANAI 8113' a, 6 6'-2' M.O. 1'-4' I' 4' I'-2' r r I I u, OE U h 0c6 I W > ; -A � Q "0 011 00 zN2vt MASTER SUITE w FAMILY ROOM N. w w ' ra <:r i� 12'-5' l 1 I 4 0' I ,I cr 1'-2' I �r I Rr .9 I 3'-10' 31-61 _ L� I I III -I'-2' I II `Q 10 I KITCHEN M. BATH . 10, CYl rJ M11-21 I I 4'-0' 3'-1' I --- J 1— BEDROOM 2 O -- BRKFST i i r c;, r :— -' DINING ROOM v I' 1' BATH 2 u� 0 =r LIVING ROOM 7 I BEDROOM 3 \�V-4' I u� o. L` -,r UTIL. I' 8' GARAGE \ - — W7-17 w L --SIL — — r 8' _ �--- I ----------- ------I I I 4'-4' r 4' Q11 5' 3' 4'-4" Nl3, I I <r 16'-0' M.O. 2' 0' -0' I'-0' 3' 0' REFER TO 6NEET 2AI FOR ,1'-0' MAIN FLOOR NOTING 20'-0' 10'-0' 30'-0' MAI N F • JOB NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 s 11-30-16 TAMPA a I7ENVEFL • x � ro Jr o lQo ® �[~rn PPAA (0 2 U) 6 OE U h 0c6 I W > ; -A � Q "0 011 00 zN2vt • JOB NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED 11-30-16 TAMPA a I7ENVEFL m EST. 1994 F }— LOOR PLAN DIMENSIONS GARAGE LEFT DAMS BEWS DESIGN GROVP 150 STATE STRXET EAST OLDWAII , FLORIDA 3467/ 81.3.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA a I7ENVEFL m EST. 1994 F }— LOOR PLAN DIMENSIONS GARAGE LEFT 7 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER [(D�P WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDE5CENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECE55ED INCANDESCENT LIGHT FIXTURE Y'Pc LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;O, EXHAUST FAN/LIGHT COMBINATION aD ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL.) o PUSHBUTTON 5WITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so c 5MOKE / CARBON MONO. COMPO DETECTOR I Q TELEPHONE (OPTIONAL) M TELEV16ION (OPTIONAL) 0 THEW05TAT ELECTRIC METER ELECTRIC PANEL D15CONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN <i J c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.i.) A5 INDICATED ON PLANS OR A5 ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLE56 OTHERWISE INDICATED, INSTALL 5WITCHE5 AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42' OUTLETS..... 14' TELEPHONE ... 14' (UNLE55 ABv COUNTERTOP) TELEVISION ... 14' 3. ALL SMOKE DETECTOR5 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, LI5RARIE6, DENS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.EC. 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.D. 6. IT 15 THE RE5PON51131LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.10, NEC. 2011, FB.C.R. - VH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCE5. 1. EVERY BUILDING HAVING A F0551L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH Room U5ED FOR 5LEEPING PURPOSES. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCN WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY, G.G. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED A/C D15CONN. GRI. — HORIZ. MAKE-UP LIGHTS W.P. / GRI. FOR T.U.G. SERVICE METER COACH,,/ COACH LIGHT _ f LIGHT SANFORD JOB NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED 11-30-16 Z_ DAVIS 3FWS DESIGN GKOVP 150 STNI E STV, I' FAST OLDSMAR, FLORIDA 34677 813 .925.1300 TEL 813. 9?S .1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER. _- V ) EST. 1994�- X � ro U ro o� ® J,m�rn C) - ■L r O LL • � c h 0 0 'o-� O � OCp L N h y�00 zN24 JOB NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED 11-30-16 • TITLE • ELECTRICAL PLAN ELECTRICAL PLAN SHEET GARAGE LEFT 4 Z_ DAVIS 3FWS DESIGN GKOVP 150 STNI E STV, I' FAST OLDSMAR, FLORIDA 34677 813 .925.1300 TEL 813. 9?S .1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER. _- V ) EST. 1994�- • TITLE • ELECTRICAL PLAN ELECTRICAL PLAN SHEET GARAGE LEFT 4 IVIt I HL l..U/H I IIVhZ) I -UM U% --)C VVI I rl rMr_07UMr_ 1 Mr -M 1 EUyyUVy ' �� � � IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, GENERAL � NOTES ! � METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL INDEX ®F D RAW I N � � FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES WIND SPEED (ALLOWABLE) OWABL E) 108 mph SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM 1 MINIMUM G50 ZINC COATING WOOD TREATED WITH DOTSODIUM ORATE(SBX): CONNECTORS SHALL BEA BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE SHEET S H FE ET TITLE S1 STRUCTURAL NOTES TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT OF PRESSURE TREATED WOOD. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES S2 FOUNDATION PLAN 53 DOWEL PLACEMENT PLAN CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF S4 ROOF FRAMING FLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0,58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD S4.1 NOTES &CONNECTOR LEGEND S5 LINTEL PLAN S D I FOUNDATION DETAILS S D2 GENERAL DETAILS S D3, GENERAL DETAILS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY SD4' GEN ERAL DETAILS GENERAL LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND UPDATES 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER, FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. NUMBER DATE DESCRIPTION 1 5/13/2014 CREATED ELEV. A,B,C AND A W/ LANAI ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) OWABL E) 108 mph WIND EXPOSURE B MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: (PSF) WIND (+) VALUE DENOTES PRESSURE CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF AREA \�J O PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF' 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING '11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 6.11 .1 TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4, THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 1j= 2100 Fc I = 900 Fc 1= 900 Fc I = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 2 R SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB, EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY W/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5`VERT. REINF. IN EA. CELL CONT. PER PLAN. `EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2 NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) OWABL E) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (-) VALUE DENOTES SUCTION AREA \�J O t U r (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 (+) 19.0 (+) 19.0 50 (_) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-)19,7 WIND PRESSURE/ r-5 SUCTION DIAGRAM 5 q4\ 4 aI 5 f✓' STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS '140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (AD r,. 0 t U r C4 �- Q Z O= U) �U � Q 1[_' U W U) W ❑ ❑ W Q W r Ld rn ®+�i11!lDlili/� � a.. co !co ,k V �,°ve°°°y0 �jL/ ��,✓ � � o .z uJ w pW <. N `4 r0 z:u J z 0 (n U_ O =� c, r o � Cu v zit iE O�µ �sil9l�11�iq .v9�_'�� n- (0 W r � O z❑ rn Z�ffi rO U re i- Lij Z) 0 W ILL] .I U Z W on, Q z 0 0 W Lj 0 00 0 0_jz LU g- 0 O O F- or_ 0 - STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNT QC CHECK: cc JOB No. TM - 2152304 SCALE: AS INDICATED DATE: 08/08/2016 Al w 'V Y_aa COPYRIGHT MCD 2014; The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATION NOTES: I. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI GONG. SLAB W/ 6x6xW1.4xWI.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 0 MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION, 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM N ENDS) W/MIN. 12 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. 6. EXTERIOR SLABS SHALL SL OPE 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 a COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL AL SO CONFORM TO THE MANUFACTURER'S INSTALLATION INS'rRUC'n0NS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI 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 SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE i 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 SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. 2O24"x24"x12" 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. �LLl BARS & 3" MIN. COVER TO EDGE OF CONC. 8 (~ � '" 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 z�`� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 ^0)^ BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 ��rnP WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF GONG. dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" 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 z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. 4O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W, Q N H BARS & 3" MIN. COVER TO EDGE OF CONC. c w� 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. O BARS & 3 MIN. COVER TO EDGE OF CONC. dp w/#5's EQUALLY SPACED EA. O60"x60"xI6" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. W TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. w 'V Y_aa COPYRIGHT MCD 2014; The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ``��1i?1l91d�1®sed CD Ld o C•ooe�vaooeaopv/�/ ,r�� z a ci Q (� Uj U o per- �+J °p z Q . v LL �j IkA 7 O T' U <[ Wn P64 O ❑ 0 �, N f p., * �• , .� o a -� ``��1i?1l91d�1®sed CD Ld o C•ooe�vaooeaopv/�/ ,r�� z a ci Q (� Uj U o per- �+J °p z Q . v LL �j IkA P64 O �, N f p., * �• , .� o -� �u GO U i ca z i rn � �LLl 8 (~ � '" z�`� 0 ^0)^ ��rnP ? z Q N H c w� O � L -L ovo ra W w v V Q z Ld X00®0000 s A LL I ® Q Fzl A n .STRUCTURAL ENG: BAD A DRAFTING: -s rRUCT: TNT QC CHECK: C,C. 9 JOB No. TM - 2152304 cd SCALE: AS INDICATED DATE 08/08/2016 S2 1' 4" V-4" SYMBOLS L EOEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8"O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT • t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. U) ® - ® ® e® OU � Q v a U I� m LLI ❑ o, ® ❑ 111 ❑ cv W c� omDU mu® m/v end (1 (CDrn u_ d D uj . Y CO 21 ® o d�Q U r 0 4voLLJ r�J OQ)o ��,! 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