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RJ 4 L2 RDDWDQ4DODD mD P [F= L 'D' ABV. ABOVE H.C. HJLLOW CORE R.O. ROUGH OPENING DIDDD�D DQD��ID4C�DD � ACOUS. ACOUSTICAL HDWD. HARDWOOD RWD. REDWOOD ADJ. ADJUSTABLE HDWE. HARDWARE R.W.L. RAIN WATER LEADER AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE APPROX. APPROXIMATE HORIZ, HORIZONTAL SCHED. SCHEDULE BD. BOARD I.D. INSIDE DIAMETER SET. SHEET BLDG. BUILDING INCAND. INCANDESCENT SIM. SIMILAR BLK. BLOCK INSUL. INSULATION SQ. SQUARE BUILDING CLASSIFICATION: BOT. BOTTOM INT. INTERIOR SST. STAINLESS STEEL FBC 2014 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 503, CAB. CABINET JT. JOINT STD, STANDARD TYPE V-B LIMITED TO 3-STORIES AND UNLIMITED S.F. PER FLOOR CER. CERAMIC LAM. LAMINATE STL. STEEL C.I. CAST IRON LAV. LAVATORY STOR. STORAGE WIND LOADS AS PER FLORIDA BUILDING CODE, 2014 EDITION CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED CONC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL V CONN. CONNECTION MET. METAL T.C. TOP OF CURB CONT. CONTINUOUS MFR. MANUFACTURER TEL. TELEPHONE SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE ^ \�n DESIGN PARAMETERS. DECOR. DECORATIVE M.O. MISCELLANEOUS T.O. THICK I � 1I1�IJAV^' �A \ DIET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY �` �I\ I� \ \ I111/ D.F. DIA. DOUGLAS FIR MTD. MOUNTED T.O,FR. TOP OF FRAMING Val DIM. DIAMETER MILL. MULLION T.O.L. TOP OF LEDGER '�N�l1 DN. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE D.S. DOWN NO. NUMBER .O. TPL. TOP OF PLATE WG. DDOWN SPOUT N.T.S. NOT TO SCALE U.O.N. Y TYPICAL A. EA. DRAWING O.OVER 4LL U.O.N. UNLESS OTHERWISE EL. EACH OBS. OBSCURE VERT. NOTED VERTICAL ELEV. ELEVATION O.C. ON CENTER VEST. VESTIBULE p I o //` l/ /✓/✓�i - , ELEC. ELEVATOR O.D. OUTSIDE DIAMETER V G D.F. VERTICAL GRAIN Q -� ✓✓Lj !i N�/Y/ Q �' �I_ ��g���j� // \ Q D THE BUILDING CODE REQUIREMENTS FOR EQ. ELECTRICAL OFF. OFFICE W/ WITH -=_`�� � -<=Z` `\�� „/// � °� \ -_i`_ _�� Q �-�I� THE PROJECT WAS DESIGNED IN ACCORDANCE WITH EXH. EQUAL OPNG. OPENING W/O WITHOUT 8 O D -4 �\\' �1" ffiiK/... 0 I 0 4 Q, �.., c \'k\ / �1 v o�� REINFORCED CONCRETE (ACT CTIO (AMERICAN EXP. EXHAUST DPP. OPPOSITE W.C. WATER CLOSET \ 4 0 Q � G v � INSTITUTE OF STEEL CONSTRUCTION) AISC ASD 13th EXT. EXPANSION PL. PLATE WD. WOOD i \ \' `� EDITION. BUILDING CODE REQUIREMENTS AND EXIST. EXTERIOR PLAS. PLASTER NOW WINDOW / \\ SPECS FOR MASONRY STRUCTURES (ACI F.F. EXISTING PLYWD. PLYWOOD W.H. WATER HEATER / 1 \ \ \ A 9 0 Q' P 1� \ 530-1 VASCE 5-11/TMS 402-11). BUILDING CODE FLASH. FINISH FLOOR PR. PAIR WSCT. WAINSCOT �v� i N REQUIREMENTS AND NATIONAL DESIGN FLUOR. FLASHING PRCST. PRECAST WT. WEIGHT ' p\\'\1\ SPECIFICATIONS FOR WOOD CONSTRUCTION FT. FLUORESCENT P.T. D. F. PRESSURE SYMB. SYMBOLS \ / 1�\�1-��y� I (ANSUNFOPA NDS-2012). FTG. FOOT/FEET PTN. TREATED & AND fV S� 14 '1 GG 1I GA. FOOTING Q.T. PARTITION ANGLE RAID. QUARRY TILE @ AT GALV. GAUGE JJIVVV'��� f� 'III 1J� REINF. RADIUS E CENTERLINE GL. GALVANIZED GR. GLASS REQ. REINFORCE 0 DIAMETER OR ROUND GYP. GRADE RM. REQUIRED # POUND OR NUMBER H.B. GYPSUM ROOM HOSE BIBB I I � d d 0 0 � � DD�ODC�D40Q1� DODD �DDOD�7Q40 D] . ALL RESIDENTIAL CONSTRUCTIONDE ISOMPILE WITH COMPLY WITH THE SEVEN VOLUMES OF THE FLORIDAICBUILDING ADOPTED E ED P-2014 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE A � OPTED / - BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. b „ _ RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2014 FBC-RESIDENTIAL 1. MUST MEET THE REQUIREMENTS AS OUTLINED IN SECTION R4501.17 - RESIDENTIAL SWIMMING BARRIE ' REQUIREMENT. 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET REQUIREMENT #1 (EXIT ALARMS) OR #2 (SELF -CLOSING, SELF LATCHING DEVICES) OF SECTION R4501.17.1.9. 3. ALL DEVICES OUTLINED IN SECTION R4501.17.1.9 SHALL BE MOUNTED AT 54" MIN. ABOVE THE THRESHED D, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE REQUIREMENTS SET FORTH IN DRAWING NOT TO SCALE CHAPTER 45 OF THE 2014 FBC-RESIDENTIAL. DO[ D4G3OC�4�OCv] D]OO 4DD9 DDOC �DQ4�DOl� LaD]D DDDDD OL�DDDoMIED IEHI BTUA ]C DODIK� EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER ARCHITECT'S STATUS: IA. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR FOR AND WILL NOT HAVE CONTROL OR A. THE ARCHITECT SHALL NOT BE RESPONSIBLEGEOLOGICAL REPORTS. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: APPROVED EQUAL. THE MIN. ALLO SEQUENCES OR DS TECHNIQUES SEQ CONSTRUCTION MEANS METHODS, CHARGE OF CONSTRU THE E FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE ASSUMPTION THAT THE S - - - PRESSURE TREATED FOR USE AGAINST ` FB - 1 150 PSI FV - 90 PSI E - 1 600 000 PSI AND , M IN CONNECTION WITH AND PROGRAMS PROCEDURES, OR FOR THE SAFETY PRECAUTIONS8. FOUNDATIONS SHALL 8E MONOLITHIC OR SPREAD FOJTINGS BASED ON A SOIL FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. MASONRY. CONCRETE AND MASON Y THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS MAKE STRUCTURAL REVISIONS ACCORDINGLY.. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. POURING OF FOUNDATION. D. ALL SUB -SILLS, OVER F-O" IN LENGTH SHALL BE DOUBLE 2"X4"s. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR CODES: D. SOIL SHALL BE COMPACTED TO 95°fo MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE B. NO ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR 8Y A E. DOUBLE 2"X4"s, SPIKED TOGETHER wl 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU, WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS' NATIONAL OF l9 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS THE ' JURISDICTION SHALL B E OBSERVED STRICTLY IN H A. ALL CODES HAVING JTOR PERFORMED ES. RESULTS OF PROCTOR BELOW THE COMPACTTESTS AND FIELD INCHES ED SURFACES. ( ) FABRICATOR TO PROVIDE PRE -FABRICATED ED. HANGERS AS REQUIRED. OTHERWISE ON PLANS. O GRADE LUMBER AND ITS FASTENINGS. ATE CITY AND COUNTY DING ALL APPLICABLE STATE, N F THE PROJECT INCLUDING CONSTRUCTION O - BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR R HITECT/ENGINEER. DENTIN TEST(S) SHALL BE FURNISHED TO THE A C C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR R' DATE FOR APPROVAL. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURE S O CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. E (75) WTH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU$ -790. INSTALL UNDER ROOFING AND MARKS COMPLYING WITH D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE A U FOR REINFORCED CONCRETE (ACI 318-08 EDITION). (AMERICAN INSTITUTE OF STEEL F. TERMITE DAMAGE IS CLASSIFIED AS "VERY HEAVY" PER 2014 FBC-RESIDENTIAL, TABLE TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: COMMENTARY AND TRIM AND CAREFULLY APPLY SO AS TO FORMA WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. CONSTRUCTION) AISC ASD/13TH EDITION. BUILDING CODE REQUIREMENTS AND ON I. 14 FBC-BUILDING SECTION R301.2(i) AND PROTECTION SHALL BE IN ACCORDANCE WITH 20 RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD TRUSSES :COMMENTARY OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-08/ASCE 5-08/TMS 402-08). BUILDING 1816 & 2014 FBC-RESIDENTIAL, SECTION 301.2 & R318. AND RECOMMENDATIONS (HIB-91). ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONCRETE: THE PASSAGE OF WATER BEHIND THE FRAME. USE TREMCO 250 FLUID APPLIED WATER OF AMERICAN PLYWOOD ASSOCIATION. CONSTRUCTION (ANSI/NFOPA NDS-2005). CONCRETE UNIT MASONRY: PROOFING. SEE WINDOW & DOOR DETAILS. B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND PLYWOOD WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE, CONTRACTOR SHALL REQUIREMENTS OF ACI. 318-11. A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. FBC R4407.5 STRUCTURAL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRETY AND BUILD IN B. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. LOW ALKALI, SILL TESTED AND DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-11/ASCE 5-11/TMS 402-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE WINDOW AND DOOR OPENINGS. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF REQUIREMENTS FOR MASONRY STRUCTURES, I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. PERMITS: MORE THAN 0.2 PERCENT. GRADE, 4 PLY, IDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN DOORS AND WINDOWS: C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC B. REINFORCING STEELLAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE : PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING OR OTHER DELETERIOUS MATERIALS. IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 30" AROUND CORNERS, HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A. SOLID WOOD DOOR, MIN. 1-3/8" THICK, EQUIPPED w/ SELF -CLOSING DEVICE REQUIRED AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY BETWEEN GARAGE & MAIN HOUSE, PER 2014 FBC-RESIDENTIAL, SECTION R302.5.1. REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN B. SAFETY GLAZING: (TEMPERED GLASS) DOOR SIDE -CITES WITHIN OF DOOR GLASS ,JOB CONDITIONS: E. SAND: ASTM C-33 FOR SLABS ON GRADE. REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORSSHALL BE GALVANIZED. TUB AND SHOWER ENCLOSURES WINDOW AND MIRRORS AT TUB AND SHOWERS WITH F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOTTO EXCEED 1000 SlF. IN SILLS LESS THAN 60" A.F.F. FRENCH DOORS. A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / SOILS REPORT. VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 9000 S/F OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE C. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L. FIRE -BLOCKING: INSTALL IN CONCEALED BOTH VERTICAL AND HORIZONTAL, TOOLS. THEY SHALL PROVIDE A NET CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. AFTER CLEANING AND INSPECTION. AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, AND 5.7 SQUARE FEET MINIMUM AREA, GRADE FLOOR OPENINGS 5.0 SQUARE FEET. THE BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF .SUCH COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54" CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION 2,500 PSI FOR FOOTINGS &SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH CHIMNEYS, FLOOR JOISTS OR TRUSSES. ABOVE FLOOR (MAX). PER 2014 FBC-RESIDENTIAL, SECTION R310. DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. DAYS. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF DO CODE (ACI 318-11) THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED SHOP DRAWINGS: D. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FL ENERGY B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS, FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE CODE. NOT SCALE DRAWINGS. COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI 60. SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL E. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND C. IF WORK IS BEING PREFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADE LAP ALL WWF A MINIMUM OF 61NCHES U.N.O. ALL REINFORCING STEEL SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS, NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 STRENGTH IS REQUIRED FOR THIS PROJECT. DOOR THAT HAS A MIN. 29" CLEAR OPENING, PER 2014 FBC-RESIDENTIAL, SECTION R320.1.1. ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN ACI RECOMMENDED HOOKS U.N.O. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. THERMAL MOISTURE PROTECTION: CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN REINFORCEMENT SHALL BE G. GROUT SHALL A HIGH SLUMP MIX.(8" IN ACCORDANCE WITH ASTM WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE TRADES, SUPPLIERS, STEEL: HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO SPECIFICATION 7 OM C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. INSULATION SHALL BE PROVIDED AND INSTALLED PER MODEL CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY REINFORCING TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. ROUT A. INSULATION: SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN SECTION AND DETAILS T ROOF ENERGY CODE, SECTION MINIMUM R-L SPRAY FOAM INSULATION AT ROOFS AND COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT O9. L AT FRAME WALLS. R-0.1 ON MASONRY, UNLESS NOTED OTHERWISE. PROVIDE THERMAL Y, DOCUMENTS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO 8E INSULATION AT ALL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING TIGHTLY BETWEEN STUDS. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. I. 1ST AND 2ND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLOOR -TIE -BEAM. TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. AGAINST FLORIDA MODEL ENERGY CODE AS SUBMITTED. NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. B. MINIMUM CONCRETE COVERAGE REINFORCING STEEL. "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE B. FINISH ROOF MATERIAL: SHALL AS SHOWN DRAWINGS AND AS SELECTED BY V SLAB ON VAPOR BARRIER 2" (ELEVATED i Yz'") MASONRY" PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. PLUMBING FIXTURES`: ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S LATEST NOA WORK NECESSARY TO COMPLETE CONSTRUCTION: ' BEAMS AND COLUMNS 1 1/2" DOCUMENTATION AND THE 2014 FBC-BUILDING. AT THE COMPLETION OF THE WORK, THE ' FORMED CONCRETE BELOW GRADE 2" A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE `UNFORMED BELOW GRADE 3" ' FOOTING CLEAR AT BOTTOM &SIDES 2"CLEAR OF TOP STRUCTURAL STEEL COVERING WORKMANSHIPMATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT . THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ARY IN ORDERTO L/ L`r GD rvIs ION NECESS BE O (�. MAY V rC ABLE CODES. LLD WIT LIC Y BL Y M ALL APP ZT A OUI� A4. � E C OM L j C T. L al S IA REVIEWED FO �*A�N� REVIENE BY A, FNTS CONCEALEDFASTEtJERSO DATE T ON All ARE THERESPONSIK IR I _ PLANS �D PI. h ST BE KEPT CONTRACTOR Of RECORD OR NO INSPECTION HILL BE E. 1� o M o w D- 0 LL ARC �� CS COVER SHEET_ SP SITE PLAN A101 FLOOR PLAN A201 ROOF PLAN A301 FRONT & RIGHT ELEVATIONS A302 REAR & LEFT ELEVATIONS A303 BUILDING SECTION A -A & WINDOW/ DOOR SCHEDULES A401 REFLECTED CEILING PLAN A501 TYPICAL WALL SECTIONS A601 WINDOW & DOOR DETAILS A701 TYPICAL DETAILS, PLUMBING RISER & NOTES E101 ELECTRICAL PLAN, RISER, & SCHEDULES STRUCTURAL S1 FOUNDATION PLAN & DETAILS S2 ROOF FRAMING PLAN & DETAILS S3 STRUCTURAL DETAILS S4 STRUCTURAL NOTES & DETAILS S5 STRUCTURAL DETAILS AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) * WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. CLEAN UP / REPAIR: `SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Y2" CLEAR AT TOP (EXTERIOR) • BEAMS 1 1/2" CLEAR TO STIRRUPS `COLUMNS 1 1/2" CLEAR TO TIES A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LATEST EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. UvILL L EH D LDf,) D O _vI v(vi jLJr ,LJr ILS7 ILJpV`9LJI A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT WELDED WERE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION MASONRY WALL WALL ABV OR BELOW OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC, SHALL BE LEFT A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. D. GENERAL BEAM NOTES: (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND POTSHELF HEIGHT AS ARCHITECT: STRUCTURAL ENGINEER: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN GROUT FILLED CELL IN ® NOTED RANDALL STOFFT ARCHITECTS PROJECT CLASSIC STRUCTURAL ENGINEERNG B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 2) NDLE ALL STIR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. f#U� WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1 ), TO MASONRY WALL PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORK$ AND REPAIRS TO BEAMS. PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX POURED CONCRETE COL. POURED CONCRETE COL. 42 NORTH SWINTON AVE., SUITE 1 7318 TEXAS TRAIL MATCH ADJACENT AREAS AND SURFACES. 3 ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STIR. BEAM PER ELECTRODES. ® IN MASONRY WALL IN MASONRY WALL DELRAY BEACH, FLORIDA 33444 BOCA RATON, FLORIDA 33487 STANDARD ASTM BENDING DIAGRAM. TEL: FAX: 561.243.0299 TEL: , FAX: 438 5.5.E. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND NON -BEARING FRAME ® NON -BEARING FRAME ACT: DON D, CONTACT: DON DURANTE CONTACT: FARID ABUGATTAS, P.E. ACT: FART ATTA WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM WALL WALL EMAIL: DON@STOFFT.COM EMAIL: FARID@PROJECTCLASSIC.COM A. PER 2014 FBC-RESIDENTIAL, TABLE R301.2(1 ), 'SUBJECT TO DAMAGE' FROM DEPTH) &ADD 2 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. NON -BEARING WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS VERY S) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO FRAME BEARING WALL INSULATED WALL HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. SUPPORT U.N.O. REVISIONS BY D PERMIT SETS ISSUED DWI I M Email P� t t i Y w7W ::u"kxeN P' P JAN 2 7 2017 ALL IDEAS, DESIGNS, ARRANGEMENTS, &.PLANS It OR REPRESENTED BY THIS DRAWING ARE OWNEE PROPERTY OF THIS OFFICE. & WERE CREATED, E\ DEVELOPED FOR USE ON, & IN CONNECTION WITF SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESK ARRANGEMENTS OR PLANS SHALL BE USED BY. DISCLOSED TO ANY PERSON. FIRM, OR CORPORA ANY PURPOSE WHATSOEVER WITHOUT THE WRIT PERMISSION OF RANDALL E. STOFFT, ARCHITECT' WRITTEN DIMENSIONS ON THESE DRAWINGS SHA PRECEDENCE OVER SCALE DIMENSIONS. CONT ; SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMEN CONDITIONS ON THE JOB, & THIS OFFICE MUST BE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP OF ADEQUATE SCALE MUST BE SUBMITTED TO TH FOR APPROVAL BEFORE PROCEEDING WITH FABF ITEMS $O NOTED B 2017. ALL RIGHTS RESERVED STOFFT ARCHITECTS P A. r J b �ED I ' uJ I ►i55.5' N --- ----'- ' /--- 5. 18'-10y4" I O- - - - - - - - - - - - - - - --; ' -- D LINE OF REAR BUILDABLEYWA CH NDIC ES n EXTENTS - �f MINIMUM FLOOR ELEVATION 6.50 FEET (NGVD) = 5.01 FEET (NAVD) MINIMUM CROWN OF ROAD ELEVATION 5.00 FEET (NGVD) = 3.51 FEET (NAVD) FLOOD ELEVATION THE OVERALL SUBJECT PROPERTY LIES WITHIN THE FOLLOWING FLOOD HAZARD ZONES PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12111C0093J, DATED: FEBRUARY 16, 2012: ZONE AE - BASE FLOOD ELEVATION = 4 FEET (NAVD) ZONE X - N/A LOT 5 106.671 9 LOT 6 MIN. F.F. ELEVATION 7.70' N.G.V.D.(6.21' N.A.V.D.) (ENSURE ELEVATION IS MIN. 18" ABOVE CROWN OF ROAD) lip I $� �y i •� (III Imp lam =� 5 I- Z W 2 o6 LU o�W Lu L) UJ �UC9 Z A.C. COMPRESSOR ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD (MAINTAIN 6" MIN. ABOVE ADJACENT GRADE (III c illmpi'; ZONING DEVELOPMENT REGULATIONS (PER ST. LUCIE COUNTY LDC SECTION 7.04.00, TABLE 7-10) ZONING RS-4 REQUIRED PROPOSED LOT SIZE 8,000 S.F. - 10,000 S.F. +/-12,194 S.F. LOT COVERAGE (SEE CALCULATIONS, THIS SHEET) 30% = 3,658 S.F. (MAX) 24.10% = 2,939 S.F. ROADWAY FRONTAGE 30'-0" (MIN) 59'-0" FRONT SETBACK 25'-0" (MIN) VARIES (25'-6" MIN.) REAR SETBACK 15'-0" (MIN) VARIES (18- 10-1/4" MIN.) SIDE SETBACK T-6" (MIN) 8'-0" LEFT/ 8'-0" RIGHT STRUCTURE HEIGHT 35'-0' (MAX) +/-15'-4" EXISTING WATER METER 0 {CONCRETE WALKWAY PAVERS ON SETTING SAND 25'-0" FRONTSET 38'-33/4" ui U) o 106.67' TILITY LOT / EASEMENT EXISTING FPL TRANSFORMER N CONCRETE PAD 1. BUILDING HEIGHT IS THE VERTICAL DISTANCE BETWEEN MINIMUM FINISHED GRADE AND THE HIGHEST FINISHED MAIN ROOF STRUCTURE AND THE AVERAGE DISTANCE BETWEEN THE EAVES AND THE RIDGE OF SLOPED ROOF WITH A PITCH GREATER THAN A 4:12 RATIO. AREA CALCULATION FOR LOT COVERAGE FOOTPRINT 2939 SF 2939 SF I 4 a PROPOSED 4'-0" WIDE 4 CONCRETE SIDEWALK L O EXISTING MIAMI CURB t --- CONCRETE DRIVEWAY PAVERS ON SETTING SAND ON 6" CRUSHED CONCRETE a (COMPACTED TO 98% AASHTO T-180) ON WELL COMPACTED SUBGRADE 41 a. W Lu Q o W^So 0 oLL C �} dz> Q C? P: O a X W WIL a o a I O i 20'-0" 20'-0" 10'-0.1 A CESS & Q TILITY EASEMENT I: EXISTING II MIAMI CURB 04 I r T C% 4 I O I I I I � 1 I EXISTING WATER METER I d I I :.0 ! SITE PLAN QJ 1/8 7-0" Ira M Irm O LIJ cn a REVISIONS BY DA'I PERMIT SETS ISSUED DWD 01,30 W � 0 I W � Qw � V � W � O PLI O ,' Q I t 4, Y S L77 OJANI 2017 { ALL IDEAS, DESIGNS ARRANGEMENTS & PLANS INDICAT OR REPRESENTED BY THIS DRAWING ARE OWNED BY 8 PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVE[ DEVELOPED FOR USE ON. 8 IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS, ARRANGEMENTS. OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON FIRM, OR CORPORATION P ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT. ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAY PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOPI SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS CONDITIONS ON THE JOB. & THIS OFFICE MUST BE NOTIf OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAI OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFF FOR APPROVAL BEFORE PROCEEDING WITH FABRICATIC ITEMS SO NOTED.0 2017 ALL RIGHTS RESERVED RAND/ STOFFT ARCHITECTS PA IS 0 2 A302 a u tA-A A303 1 A302 .rA'd1" I 104 I 12G 6' 2" 8'-2" 127 110 109 108 I 121 1 ��=■��- rl■■��'� ' 11�1� ttttl�litttll�la��llt�lllttt��3\11-11�111�11•�Il�ryl� 1 11 11—..:='Illllllllllll� _tee O -_ ����a�i����.�����■ �I�■I�II■�I�l�l■� Ioil L 1' I ��_ .. n I IIIII�_ UZ _� _ �Illilllllllllll ���'���'� IIINlllllllllllllllllllfllli;'1N �11�=11 � si rm QUEEN I��IMET���l���:� __ IIII®■� � • �• _` I� 1�-•'-� ��� Mall �. III. - �� I �1 _ a ■■�� ® _ 1 sir �� ■■■ �l9SIL111vRIN` ::/.i.a�I��G11�fi I60limit o�oo� - 04 r 1 War[— = IL�IO�S'���1�1; IYI...oTiGlfili.►...Q, / mS III '_,.��®i�= _ :n cv [. i Tt�:eW® _ i�u��0000.ot 110 �QI I� rt 1�) `/ � � � IMF • If� _ _ �/ .. .....RVS ^:tT'CS'Cl.'^3�`..^. ^^FdS56t'94�'?^ • IPA \ .•�_a I1�p101pIpIBBIp1111._ . IIIIIIIIIfIII1110i.. i,l �,� 1 _ IIII Il I' I , I� I 129 • - = s I�� ® I ■■ _ ►1 • i'� .�I`� Ij III1 LE �_ ON In 11!?!'I � _ _ � IIIl11 - - 0 INIII Illlll MINIM 0 =1�■■ ��.fi�lw�■IiN �"■ llr ■ �11111111N"�'ll_ � Illiflllll�ll 1= =I IIIIII ;� _ s■ i FEN-11 - - IIhII �Illtrllllllllll - �� �iNIIIINNa SEE SHEET A303 FOR WINDOW & DOOR SCHEDULES 102 t32 I 0n 6,-4" 22 I 1 A301 A -A A303 �a (D FLOOR PLAN 132 1st FLOOR PLAN 100 SERIES KEY NOTE LEGEND 101 BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE CLOTHES DRYER BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE 102 CLOTHES WASHER. 103 CHROME FRAME & TEMPERED GLASS SHOWER ENCLOSURE & DOOR SY TEM. 103A SEMI FRAMELESS & TEMPERED GLASS SHOWER ENCLOSURE & DOOR SYISTEM. SAND SET PAVER AREA OUTSIDE MASTER BEDROOM FOR FUTURE HOT . SEE 104 SITE PLAN FOR EXACT SIZE & LOCATION. 105 16" DEEP x I8" HIGH SHOWER SEAT. BUILDER SUPPLIED & INSTALLED 36x66" ROMAN STYLE TUB SET tN DECK 106 VERIFY UNDERMOUNT OR DECK MOUNT TUB &LOCATION OF TUB CO OLS. 107 22" x 54" ATTIC ACCESS HATCH IN GARAGE ONLY. SEE DETAIL ON DETA SHEET. 108 22" x 36" ATTIC ACCESS HATCH, SEE DETAIL ON DETAIL SHEET. AIR HANDLING UNIT #1 IN ATTIC HUNG FROM ROOF TRUSSES. SEE MECHANICAL 109 PLANS. A.C. COMPRESSOR #1 ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. VE SIZE 110 OF PAD w/A.C. COMPRESSOR SPECIFICATION. SEE STRUCTURAL DWG'S CONCRETE PAD DETAILS. BUILDER SUPPLIED & INSTALLED STAINLESS STEEL 36" REFRIGERATOR/ EZER 111 COMBO. SEE KITCHEN NOTE BELOW. 112 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL SLIDE IN ELECIffiC NCE w/ VENTILATOR HOOD ABOVE. VENT PIPE THROUGH ROOF. SEE RITCHEN N E BELOW. 113 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL, UNDER MOUNT, SIN LE BOWL SINK w/ GARBAGE DISPOSAL. SEE KITCHEN NOTE BELOW. BUILDER SUPPLIED & INSTALLED STAINLESS STEEL DISHWASHER SEEK] CHEN 114 NOTE BELOW, 115 BUILDER SUPPLIED& INSTALLED STAINLESS STEEL MICROWAVE ABOVE GE. SEE KITCHEN NOTE BELOW. 116 15" TRASH DRAWER IN 21" BASE CABINET. SEE KITCHEN NOTE BELOW. BUILDER SUPPLIED & INSTALLED 50 GALLON ELECTRIC HOT WATER HEA R w/ I l7 HEAT PUMP, BUILDER SUPPLIED & INSTALLED VENTILATED, VINYL COATED, CLOSET Il8 SHELVING. 119 10' DIA. DUCT VENTING THROUGH ROOF FOR FUTURE BBQ HOOD VENTH.A OR. PROVIDE FUTURE HOT & COLD WATER STUB -OUTS & DRAIN FOR FUTURE 120 LAUNDRY SINK BY OWNER, 121 BUILDER SUPPLIED & INSTALLED SAND SET PAVERS. 122 36" HIGH PREP COUNTERTOP w/ CABINETS ABOVE & BELOW. SEE KITCHEN OTE BELOW. 123 36" HIGH (FINISHED) PREP COUNTERTOP W CABINETS BELOW. SEE KITCBEP NOTE BELOW. 124 22" WIDE x 42" HIGH (FINISHED) COUNTERTOP w/ KNEESPACE. PROVIDE 2x6 1 OOD STUD KNEEWALL SUPPORT BELOW. SEE KITCHEN NOTE BELOW. 125 36" HIGH (FINISHED) BATHROOM VANITY w/ CABINET BELOW. 126 PROVIDE STUB -OUT FOR WATER SUPPLY TO FUTURE DOCK. 127 HOSE BIB. 128 LATTICE PANEL ABOVE. SEE ELEVATIONS. BUILDER SUPPLIED & INSTALLED VANITY MIRROR, FULL VANITY WIDTH, M .42" 129 H1GH ABOVE VANITY TOP. 130 42"HIGH KNEEWALL. 131 VINYL FAUX SHUTTERS. SHUTTERS TO BE 1/2THE WINDOW WIDTH, UNLESS NOTED OTHERWISE. SEE ELEVATIONS & BUILDING SECTION. 132 +/-1-1/4" STUCCO COLUMN BUMP OUT. SEE ELEVATIONS. MIN. R-11 BATT. INSULATION IN CAVITIES BETWEEN STUDS BETWEEN AIR 133 CONDITIONED & NON -AIR CONDITIONED SPACE, AND IN CEILING CAVITY AB VE GARAGE CEILING 134 CABINET PANTRY CLOSET. SEE KITCHEN NOTES, 135 W" TEMPERED GLASS FLOOR TO CEILING SHOWER PANEL NOTES: I. VERIFY ALL KITCHEN APPLIANCE SPECIFICATIONS & LOCATIONS, AS WELL AS CABINETRY w/ KITCHEN CABINET SUPPLIER. GARAGE NOTES: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AREA BY NOT LESS THAN 1/2" GYP. BOARD APPLIED TO THE G 2. THE GARAGE SHALL BE SEPARATED FROM ALL HABITABLE ABOVE THE GARAGE BY NOT LESS THAN 5/8" TYPE'X' GYP. BC APPLIED TO THE GARAGE SIDE. 3. DUCT WORK WHICH PENETRATES THE WALLS BETWEEN THE G AND THE RESIDENCE SHALL BE CONSTRUCTED OF A MIN. OF NO. GAUGE SHEET METAL OR OTHER APPROVED MATERIAL. ALL OTI PENETRATIONS TO BE PROTECTED AROUND THE OPENING BY AIN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME . PRODUCTS OF COMBUSTION. 4. INTERIOR SIDE OF GARAGE EXTERIOR CMU WALLS TO BE! STUCCO. ALL OTHER WALLS TO BE PAINTED GYP. BOARD AS ABOVE. 5. PROVIDE MIN. R-I1 BATT INSULATION IN STUD WALL CAVITY WALLS SEPARATING GARAGE FROM INTERIOR AIR CONDITIONS 6. GARAGE TO BE EITHER MECHANICALLY VENTILATED OR VEN w/ THE USE OF OPENINGS IN THE CMU W/ RODENT SCREENS. SEE VENTILATION CALCULATIONS THIS SHEET. TOTAL AIR CONDITIONED AREA CALCULATION A/C -1ST FLOOR 1976 SF TOTAL A/C AREA 1976 SF TOTAL NON -AIR CONDITIONED +AIR CONDITIONED AREA CALCULATION 2-CAR GARAGE 595 SF A/C -1 ST FLOOR 1976 SF COVERED ENTRY 44 SF COVERED OUTDOOR 321SF ENTERTAINING TOTAL AREA 2936 SF II GARAGE VENTILATION PER 2014 FBC-ME( II K", FIN ATTIC 3E SIDE. OCCUPANCY: GARAGE (595 S.F.) CFM/ CAR: 100 CFM # OF CARS: 2 CFM REQUIRED: 2 x 100 = 200 CFM WIND @ 3 MPH = 264 FT/MIN 200 CFM/ 264 FT/MIN = 0.76 S.F. VENTILATION IRE( 0.76 S.F. x 144 SQ. IN. = 109.44 SQ. IN. VENTILATI01 (2), 8"x16" VENT BLOCK REQUIRED. 7T REVISIONS I BY PERMIT SETS ISSUED I OWE a z 1 JAN 2 7 2017 FL4MI05 # I1dMA. ,fit ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLAI OR REPRESENTED BY THIS DRAWING ARE OM PROPERTY OF THIS OFFICE. & WERE CREATEI DEVELOPED FOR USE ON & IN CONNECTION I SPECIFIED PROJECT NONE OF SUCH IDEAS [ ARRANGEMENTS ORPIANN, FIRM BE USED' DISCLOSED TO ANYPERSON,FIRM OR CORP ANY PURPOSE R A DALL ER WITHOUT THE V PERMISSION OF DIMENSIONS O E. ESESTODR, ARGHIT WRITTEN DIMENSIONS AL THESE DRAWINGS PRECEDENCE OVER SCALE RESPONSIBLE FOR CO) SHALL VERIFY & BE RESPONSIBLE FOR ALL DI CONpITION3 ON THE NOS. &THIS OFFICE MU: OF ANY ONE FROM THE DIMENSIONS, CONDITIONS SHOWN BY THESE DRAWINGS. 5 OFADEOUATE SCALE MUST BE SUBMITTED FOR APPROVAL BEFORE PROCEEDING MATH I ITEMS SO NOTED. • 2017, ALL RIGHTS RESER' STOFFT ARCHITECTS P A. A10 WOOD R01 TRUSSES SPACI @ 24" O.C. MF (SEE STRUCTURAL DWG I INFORMATION. 3. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. 4. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. 1 A301 A -A A303 ROOF PLAN Ir1/4„=1�-0�- --ED C. IRAL DWG's) ROOF TRUSS STRUCT. SUPPORT SYSTEM Z g o_ LU LU U) RET. AIR DUCT PROVIDE CD DRAIN TRAP W/ MIN. 2" WATERSEAL PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS NOTE: PROVIDE A FLOAT SWITCH IN DRAIN PANINTERLOCKED W/AHU CONTROL CIRCUIT. PROVIDE 1/2*0 THREADED ROD w/ WASHERS & DOUBLE NUTS @ E.E., RU ROD FROM CHANNEL BELOW UNIT UP THRU TOP CHORD OF ROOF JOIST. Y AIR DUCT SLOPE CD 1/8"/FT. MIN. NOT TO S ALE I NR HANDLWO UNUT HUH3 FROM ROOF TRUSS BETA, ti r M r H W f) N W a. JAN 2 7 2017 OPERTYOFTHIS OFFICE. WEREWP JELOPES FOR USE ON, CONNECTIONECTION R} W ECIFIED PROJECT NONEE I OF SUCH IDEAS. BY I RANGEMENTS TOO OR PLANS SHALL BE USED BY,< '.CLOSED TO ANY PERSON, FIRM, OR CORPORA Y PURPOSE WHATSOEVER WITHOUT THE WRIT RMISDI DI ENSIOF NS LL ONE. ESE ARCHITECT: IITTEN DIMENSIONS AL THESEIONSCDRAWINGS SHA ALL VERIFY OVER SCALE DIMENSIONS. L DIME/ ALLVERIFYN BERESPONSIBLE FOR ALL MUST BE ANYVRI ON THE JOB, 8THIS OFFICE MUSTD ANY VARIATIONS FROM THE DIMENSIONS AND NDITIONS SHOWN BY THESE SUBMITTED SHOP ADEQUATE SCALE MUST BE SUBMITTEDWITH TO TF ME SO NOTE BEFORE PROCEEDING RIGHTS WITH FABF RESERVED MS DO NOTED. 0201 ]. ALL RIGHTS RESERVED h REVISIONS BY I D, PERMIT SETS ISSUED DWD 01 TOP OF BEAM ELEVATION @+1I' 1" ABV FIN. FLOOR ITOP OF BEAM ELEVATION @+9'-4" ABV FIN. FLOOR I 1 A301 I TOP OF SLAB ELEVATION @ 0'-0"OIL — GARAGE TOP OF SLAB ELEVATION @-0'-6" B.F.F. K. TOP OF BEAM ELEVATION Y @+11'-1"ABV FIN. FLOOR 1. TOP OF BEAM ELEVATION @+9'-4" ABV FIN. FLOOR 2 A302 TOP OF SLAB ELEVATION @ 0'-0' L 1 /4"= V-0" TOP OF BEAM ELEVATIO @+1 V-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+94' ABV FIN. FLOOR I 12 ELEVATION @ 0'-0" MON MATERIAL LEGEND MARK MATERIAL MARK MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR Oil DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONS FOR MOUNTING HEIGHTS TO CENTER OF FIXTURE) 002 SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE 012 IMPACT RATED ALUMINUM WINDOW ONLY SEE DETAIL AS INDICATED) (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY 013 FACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 FACT RATED ALUMINUM FRENCH DOOR (SEE DOOR SCHEDULE) 005 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY 015 SIDELIGHT (SEE DOOR SCHEDULE 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 FACT RATED STEEL RAISED PANEL GARAGE MAN DC OR SEE DOOR SCHEDULE 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 017 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHAD DOOR SEE DOOR SCHEDULE 008 6"x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 018 A.C. COMPRESSOR SEE FLOOR PLAN) (SEE TYPICAL WALL SECTIONS) 009 6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET VINYL VERTICAL FAUX WINDOW SHUTTER (1 /2 WIDTH OF (SEE DETAIL AS INDICATED) 019 THE WINDOW UNLESS NOTED OTHERWISE 010 DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD, FIXED LATTICE PANEL. (SEE DETAIL AS INDICATED) 020 GENERAL • ELEVATION NOTES: 1. ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWN ON STRUCTURAL. DWG's. 2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES, 3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION. 4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE. M r O H W H r ® u <R.y a �e JAN 2 7 2017 °It.:1ID � RM AA(Y) ALL IDEAS, DESIGNS. ARRANGEMENTS, & PLANS IN[ OR REPRESENTED BY THIS DRAWING ARE OWNED f PROPERTY OF THIS OFFICE. & WERE CREATED, EVC DEVELOPED FOR USE ON. B IN CONNECTION WITH I SPECIFIED PROJECT. NONE OF SUCH IDEAS DESIGI ARRANGEMENTS OR PLANS SHALL BE USED BY, OF DISCLOSED TO ANY PERSON, FIRM, OR CORPORATI ANY PURPOSE WHATSOEVER WITHOUT THE WRITTI PERMISSION OF RANDALL E. STOFFT. ARCHITECTS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL PRECEDENCE OVER SCALE DIMENSIONS. CONTRAS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENS CONDITIONS ON THE JOB, A THIS OFFICE MUST BE I OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP C OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS FOR APPROVAL BEFORE PROCEEDING WITH FABRK ITEMS SO NOTED.O 2017. ALL RIGHTS RESERVED R STOFFT ARCHITECTS PA. 301 AA q� FRONT ELEVATION A303 TOP OF BEAM ELEVATION @+1 T-1" ABV FIN. FLOOR OIL TOP OF BEAM ELEVATION @+9'4" ABV FIN. FLOOR I TOP OF SLAB ELEVATION @ 0'-0" TOP OF BEAM ELEVATION Y @+11'-1"ABV FIN. FLOOR J TOP OF BEAM ELEVATION @+9'4" ABV FIN. FLOOR v in TOP OF SLAB ELEVATION @ 0'-0" LEFT ELEVATION 1/4"=1'-0" MATERIAL LEGEND MARK MATERIAL MARK MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR Oil DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATI NS FOR MOUNTING HEIGHTS TO CENTER OF FIXTURE) 002 SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE 012 IMPACT RATED ALUMINUM WINDOW ONLY (SEE DETAIL AS INDICATED) (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY 013 FACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 IMPACT RATED ALUMINUM FRENCH DOOR (SEE DOOR SCHEDULE) 005 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOO w/ HOUSE ONLY 015 SIDELIGHT SEE DOOR SCHEDULE 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 IMPACT RATED STEEL RAISED PANEL GARAGE MAN DOO SEEDOORSCHEDULE) 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 017 IMPACT RATED STEEL RAISED PANEL GARAGE OVE DOOR (SEE DOOR SCHEDULE) 008 b" x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 018 A.C. COMPRESSOR (SEE FLOOR PLAN) (SEE TYPICAL WALL SECTIONS) 009 6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET 019 VINYL VERTICAL FAUX WINDOW SHUTTER (1/2 WIDTH 0 EE DETAIL AS INDICATED) THE WINDOW UNLESS NOTED OTHERWISE 010 DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD, FIXED LATTICE PANEL. (SEE DETAIL ASINDICATED) 020 GENERAL ELEVATION NOTES: 1. ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWN ON STRUCTURAL DWG's. 2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES. 3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION. 4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE, TOP OF BEAM ELEVATIObIII @+1 P-1" ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'-4" ABV FIN. FLOOR 2 A302 TOP OF SLAB ELEVATION @ 0'-0" REAR ELEVATION /4"=1'-O" REVISIONS I BY DAI PERMIT SETS. ISSUED DWD 01.3C r ," «1 w I;Is: JAN 7 7 2017 ALL IDEAS. DESIGNS, ARRANGEMENTS ,& PLANS INDICA' OR REPRESENTED BY THIS DRAWING ARE OWNED BY.8 PROPERTY OF THIS OFFICE, & WERE CREATED, EVOLVE DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS, ARRANGEMENTS. OR PLANS. SHALL BE USED BY, OR D15GLOSED TO ANY PERSON, FIRM, OR CORPORATION F ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS. P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HA PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSION: CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTI OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP L ETA OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OR FOR APPROVAL BEFORE PROCEEDING WITH FABRICATI ITEMS SO NOTED. ® 2017. ALL RIGHTS RESERVED RAND STOFFT ARCHITECTS P.A. A302 1 CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) TOP OF BEAM ELEVATION @+11A"ABV FIN. FLOOR TOP OF BEAM ELEVATION 2,-0" O.H. STUCCO BAND 1 (SEE ELEVATIONS) A302 y m ELEVATION @ 0'-0" s 1st FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Manufacturer Model ProductApproval# Approved Pressure Required Pressure Color Notes Number SIZE Interior Exterior Door Size - PR WxH Interior Exterior 101 3'-O" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD FOYER THERMA-TRU CORP. SMOOTH STAR SERIES FL#12334.4 +55.0 PSF, -55.0 PSF +45.37 PSF, -49.59 PSF WHITE RAISED PANEL, STEEL DOOR w/ 16" SIDELIGHT 102 16'-0" x 8'-0" STEEL REINFORCED STEEL REINFORCED WOOD WOOD 2-CAR GARAGE DAB DOOR COMPANY, INC. MODEL 824/811 NOA# 15-0302.01 +48 PSF, -52 PSF +37.96 PSF, -45.46 WHITE RAISED PANEL, OVERHEA STEEL GARAGE DOOR 103 2'-8" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD GARAGE THERMA-TRU CORP. SMOOTH STAR SERIES FL#5891.5 +67.0 PSF, -67.0 PSF +47.21 PSF, -61.55 PSF WHITE RAISED PANEL, STEEL MAN DOOR 104 12'-0" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM GREAT ROOM LAWSON INDUSTRIES, INC. SGD9200 NOA# 12-1204.12 +56.7 SPF, -65 PSF +42.68 PSF, -46.90 PSF WHITE 6-PANEL BI-PARTING SLIDIN GLASS DOOR 105 2'-6" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM MASTER BEDROOM LAWSON INDUSTRIES, INC. LA PORTE NOA #13-0328.11 +56.7 PSF, -65.0 PSF +41.21 PSF, -61.55 PSF WHITE FRENCH DOOR SEE TYPICAL WALL SECTIONS FOR ROOF CONSTRUCTION DETAILS SEE TYPICAL WALL SECTIONS FOR ROOF INSULATION DETAILS OUTDOOR ROOM SAND -SETS MONOLITHIC FOOTING PAVERS & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) 1st FLOOR INTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Remarks Number SIZE Type Door Size - PR WxH Material F Type 110 T-0" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG UTILITY 111 2'-10" x 8'-O" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG 2-CAR GARAGE SEE DOOR NOTE #1 112 PR 1'-4" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #3 CLOSET 113 2'-6" x 8'-01, PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #2 114 1 2'-8" x 8'-01, PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #3 115 2'-8" x 8'-01, PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BEDROOM 116 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BEDROOM W.I.C. POCKET DOOR 117 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BATH 118 4 a 9" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BATH LINEN 119 2'-6" x 8'-01, PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BATH W.C. ROOM POCKET DOOR 120 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG HALL CLOSET 121 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #3 DOOR PROVIDES 29" CLEA OPENING, SEE NOTE'E' OIS COVER SHEET 122 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #2 123 1 4 1'-O" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #2 CLOSET 124 1 PR 1'-4" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG DEN/ BEDROOM #4 CLOSET 725 T-0" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG I DEN/ BEDROOM #4 MULTI-LITE FRENCH DOO INTERIOR DOOR NOTES: 1. GARAGE DOOR TO BE 1-3/4" THICK, BE SELF -CLOSING, & HAVE SOLID RABBETED JAMBS PER 2014 FLORIDA BUILDING CODE, RESIDENTIAL, SECTION R302.5.1. 1st FLOOR WINDOW SCHEDULE Number Size Sill Height Head Height Frame Material Type Location Manufacturer Model ProductApproval# Approved Pressure Required Pressure Color Notes Width Height Interior Exterior 101 2'-0" 4'-2" 3'-10" A.F.F. 8'-O" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG UTILITY ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +49.54 PSF, -53.96 PSF WHITE 102 3'-O" 5'-2" 2'-10" A.F.F. 7'-4" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG 2-CAR GARAGE LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +47.63 PSF, -51.85 PSF WHITE 103 2'-0" 3'-2" 2'-10" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BATH #2 LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +49.74 PSF, -53.96 PSF WHITE SHOWER WINDOW 104 6-0" 6'-4" 111 8'-0" A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +45.58 PSF -58.29 PSF WHITE EGRESS WINDOW 105 2-8" 6'-4" V-8" A.F.F. 8'-O" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES INC. SH7700 NOA# 14-0908.10 +80 PSF -80 PSF +44.31 PSF, -55.75 PSF WHITE 106 2'-8" 6'-4" 1'-8" A.F.F. 8'-O" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +44.31 PSF, -55.75 PSF WHITE 107 2'-8" 6'4" 1'-8" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +44.31 PSF, -55.75 PSF WHITE 108 2'-8" 6'-4" V-8" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +43.61 PSF, -54.35 PSF WHITE EGRESS WINDOW 109 5'-0" 6'-4" 1'-8" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM FIXED MASTER BEDROOM LAWSON INDUSTRIES, INC. PW4200/6200 NOA# 14-0908.18 +68 PSF, -68 PSF +43.61 PSF, -54.35 PSF WHITE 110 2'-8" 6'4" V-8" A.F.F. 8'-O" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +43.61 PSF, -54.35 PSF WHITE EGRESS WINDOW 111 2'-8" 5'-0" T-0" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG MASTER BATH LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +48.46 PSF, -52.68 PSF WHITE 112 64" 5'-0" 3'-O" A.F.F. V-0" A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG MASTER BATH LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +46.34 PSF, -50.56 PSF WHITE 113 6-0" 5'-2" 2'-10" A.F.F. 8'-O" A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #2 LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +45.24 PSF, -57.61 PSF WHITE EGRESS WINDOW 114 3'-0" 5'-2" 2'-10" A.F.F. 8'-0" A.F.F- ALUMINUM ALUMINUM SINGLE HUNG DEN/ BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +47.63 PSF, -51.85 PSF WHITE EGRESS WINDOW 115 3'-0" 5'-2" 2'-10" A.F.F. 8'-0" A-F.F. ALUMINUM ALUMINUM SINGLE HUNG DEN/ BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF 1 +47.63 PSF, -62.38 PSF I WHITE EGRESS WINDOW WOOD ROOF TRUSSES (SEE STRUCTURAL DWG's) 181 RAISED ISLAND (SEE FLOOR PLAN) LIVING ROOM KITCHEN BEY( 12 s MONOLITHIC FOOTING & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) 5 V CRIMP METAL ROOF (SEE ELEVATIONS & TYPICAL WALL SECTIONS) FOYER 101 CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) FOAM & STUCCO OUTRIGGER & BRACKET (SEE ELEVATIONS & TYPICAL WALL SECTIONS) STUCCO BAND (SEE ELEVATIONS) LATTICE PANEL DETAIL ® (SEE ELEVATIONS) N VINYL FAUX SHUTTER (SEE ELEVATIONS) STUCCO SILL (SEE ELEVATIONS) STUCCO WATER TABLE (SEE ELEVATIONS) 1 A301 TOP OF BEAM ELEVATION @+11'-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+YA" ABV FIN. FLOOR ELEVATION @ 0'-0" @ -OW B.F.F. ve BUILDING SECTION A -A REVISIONS BY DAT PERMIT SETS ISSUED DWD 01.30 I� � nW 1�1 w Q 0 cl� U I� FT4 � w n EROSION!! I. , K1k � r,•Ie;a .l JAN 2 7 2017 ALL IDEAS, DESIGNS. ARRANGEMENTS. & PLANS INDICAT OR REPRESENTED BY THIS DRAW I NO ARE OWNED BY, & PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVE! DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS. ARRANGEMENTS, OR PLANS SHALL BE USED BY. OR DISCLOSED TO ANY PERSON. FIRM, OR CORPORATION FI ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS. P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAV PRECEDENCE OVER SCALE DIMENSIONS CONTRACTOR: SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIF OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAI OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFF FOR APPROVAL BEFORE PROCEEDING WITH FABRICATIC ITEMS SO NOTED.0 2017 ALL RIGHTS RESERVED RANDf STOFFT ARCHITECTS P.A. STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG 2 A302 PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE 0 10" DIA. DUCT & VENT THROUGH ROOF FOR FUTURE BBQ VENTILATOR HOOD 0 9'-4" C.H. O O 9'-4" C.H. 13 0 9'-4" C.H. LINE OF ROOF OVERHANG O 9'-4" C.H. 9'-4" C.H 101 22"x36" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION w/ TRUSS PLACEMENT 0 9'-4" C.H. TEXTURED STUCCO CEILING E3 1 I p ® IL / soc 9'-4"I IC.H. 9'-4" C.H. II 0 cF 9'-4" C.H. TEXTURED II II II STUCCO CEILING II II 11'- "C.H. II 3'-0" MAX. 1 LINE OF 1 ROOF OVERHANG FLAT HEADER VERTICAL LOUVERED BOTTOM @ 9'-6" A.F.F. FIXED PANEL STUCCO SOFFITN6"x6" (TYP. OF 4 (TYP. OF 4 (SEE TYPICALSEE ELEVATIONS) SEE ELEVATIONS) WALL SECTIONS) FOAM & SMOOTH i STUCCO OUTRIGGER (SEE ELEVATIONS) I 1 I I I 1 A301 A -A A303 3'-0" MAX. STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) FLAT HEADER BOTTOM @ 8'-0" A.F.F. (SEE ELEVATIONS) LINE OF ROOF OVERHANG sold ,, 9'-4" C.H. K) 9'-4" C.H. 0 I E® XF AIR HANDLING UINT FIN ATTIC SPACE HUNG FROM ROOF TRUSS (EXACT LOCATION TO BE IDETERMINED IN FIELD) I/ I j AIR HANDLER 1 1 l 22"x54" ATTIC ACCESS HATCH, COORDINATE FINAL LOCA w/ TRUSS PLACEMENT 6"x6" FOAM & SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE REFLECTED CEILING PLAN PIII REVISIONS BY PERMIT SETS ISSUED DWD W r G a �n 78 ' f CTE«q ro,derv� s Z14 JAN 2 7 2017 SEAS, DESIGNS, ARRANGEMENTS, & PLANS I EPRESENTED BY THIS DRAWING ARE OWNS[ HERTY OF THIS OFFICE. & WERE CREATED, E .LOPED FOR USE ON, S IN CONNECTION WIT! :IFIED PROJECT. NONE OF SUCH IDEAS, DESI OGEMENTS, OR PLANS SHALL BE USED BY.I LOBED TO ANY PERSON, FIRM. OR CORPORA PURPOSE WHATSOEVER WITHOUT THE WRIT MISSION OF RANDALL E. STOFFT, ARCHITECT TEN DIMENSIONS ON THESE DRAWINGS SHP IEDENCE OVER SCALE DIMENSIONS. CONTR, L VERIFY & BE RESPONSIBLE FOR ALL DIME. DITIONS ON THE JOB. & THIS OFFICE MUST BI NY VARIATIONS FROM THE DIMENSIONS AND ELMORE SHOWN BY THESE DRAWINGS. SHOP DEOUATE SCALE MUST BE SUBMITTED TO TI4 4PPROVAL BEFORE PROCEEDING WITH FABI S SO NOTED. 0 2017. ALL RIGHTS RESERVED FT ARCHITECTS P A. 401 1/4"=1'-0" \7 REVISIONS PERMIT SETS ISSUED 31 IN 1,_93/„ TYPICAL OUTRIGGER DETAIL 3"=1'-0" INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX, 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450, 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL DWG's) TOP OF BEAM (T.O.B.) VARIES, SEE ELEVATIONS PAINTED ALUMINUM DRIP EDGE FLASHING OVER P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCIA OVER PAINTED 2 x 4 WOOD SUB -FASCIA MIN. 1/4" DRIP HI -RIB METAL LATHE & J STUCCO NON -VENTED / SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) 5/ 8" SMOOTH STUCCO OR STUCCO SIDING (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) 5 V CRIMP METAL ROOF SEE STRUCTURAL ATTACHED PER LATEST FLORIDA DWG's FOR ALL NOA OR PRODUCT APPROVAL STRUCTURAL DETAILS OVER 30# BUILDING FELT, 12 TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF 6 -. SHEATHING UPLIFT & LATERAL SUCRASEAL (OR APPROVED EQUAL) HURRICANE STRAP NG SPRAY FOAM INSULATION SYSTEM APPLIED PER (SEE STRUCTURAL WG's) MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED 1 OR 2 COURSES OF MOISTURE & AIR BARRIER. BOND BEAM %' (SEE INSULATION NOTES, THIS SHEET) (SEE STRUCTURAL [�WG's) PAINTED ALUMINUM TOP OF BOND BEAM DRIpED_GE_FLASHAq.G-QVE:R 9'1 A.F.F. P.T. 1 x 2 OVER 1 x 6 PAINTED I,; WOOD ROOF TRUSSES @ WOOD COMPOSITE „� < 24" O.C., MAX. DECORATIVE FASCI OVER (SEE TRUSS LAYOUT & PAINTED 2 x 4 WOO ENGINEERING) SUB -FASCIA lx4 WOOD RATRUNS MIN. 1/4" DRIP — (SEE STRUCTURAL DWG's) 2'-0" HI -RIB METAL LATHE & TYP. OVERHANG 1/2" GYP. BD. CEILING w/ STUCCO NON -VENTED 3 TEXTURED FINISH SOFFIT ATTACHED TO UNDERSIDE A501 OF ROOF TRUSSES SEE INTERIOR WALL & CEILING 6" WIDE x 6" DEEP FINISH NOTES, THIS SHEET) FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) P.T. lx3 WOOD CONTINUOUS SEE REFLECTED CEILING FIRESTOP PLANS FOR ALL CEILING DETAILS 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) 5/ 8" SMOOTH STUCCO (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO P.T. lx2 WOOD FURRING (RIGHT, LEFT & REAR ONLY) @ 24" O/C FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) MIN. R4.1 FOIL WALL INSULATION, CALCULATIONS)(VERIFY wl ENERGY (SEE INSULATIONNOTES, THIS SHEET) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE CONCRETE FLOOR SLAB O SLAB ON GRADE (SEE STRUCTURAL DWG's) FINISH FLOOR @ EL. +0,_0„ A.F.F. P 6 MIL VAPOR BARRIER OVER — — III III TERMITE TREATED WELL III=III=III= COMPACTED CLEAN FILL SEE STRUCTURAL N (SEE STRUCTURAL DWG's) DWG's FOR ALL III III _ STRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) SEE STRUCTURAL THIS WALL SECTION DWG'sIr PERTAINS TO FRONT ELEVATION ONLY n 1-STORY WALL SECTION 1� I \ 3/4„=1,_0„ p" I O M 12 / SUCRASEAL (OR APPROVED EQUAL) / SPRAY FOAM INSULATION SYSTEM PPLIED PER 6 MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED / MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHE T) j, W SEE STRUCTURAL j�\ co DWG's FOR ALL �\ STRUCTURAL DETAILS /% C WOOD ROOF TRUSSES @ G 24" O.C., MAX. (SEE TRUSS LAYOUT & W j ENGINEERING) i 4 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) GYP. BD. CEILING w/ N TEXTURED FINISH I ATTACHED UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING ° SEE REFLECTED CEILING FINISH NOTES, THIS SHEET) p • PLANS FOR ALL CEILING p DETAILS P.T. lx3 WOOD CONTINUOUS FIRESTOP P.T. lx2 WOOD FURRING @ 24" O/C 1/2" GYP. WALL BD. 2'-0" w/ TEXTURED FINISH TYP. OVERHANG (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) MIN, R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATION (SEE INSULATION NOTES, THIS SHEET) 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAP NG (SEE STRUCTURAL WG's) 1 OR 2 COURSES O BOND BEAM (SEE STRUCTURAL 7WG's) PAINTED ALUMINUM TOP OF BOND BEAM BOND BEAM DEjeED_GE_FLASHIq�QVER- 9'-4" A.F.F. P.T. 1 x 2 OVER 1 x 6 PAINTED tj WOOD COMPOSITE '. DECORATIVE FASCI OVER PAINTED 2 x 4 WOO SUB -FASCIA MIN. 1/4" DRIP — 2'r -0" HI -RIB METAL LATHE & TYP. OVERHANG STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE STRUCTURAL DWG's) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's)I GRADE SLOPED AWAY FROM STRUCTURE FINISH FLOOR @ EL. +0'-0" A.F.F. 00 SEE STRUCTURAL 2 DWG's FOR ALL STRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) TYPICAL EAVE DETAIL 1-1 /2"=V-0" 12 6 F 3 A501 SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS SEE STRUCTURAL DWG's o X-1-mi'miElE SUCRASEAL (OR APPROVED EQUAL SPRAY FOAM INSULATION SYSTEM) IPPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SE LED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) l/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. lx3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. lx2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS' (SEE INSULATION NOTES, THIS SHEE FLOOR FINISH (SEE INTERIOR DESIGNER DWG's) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) 11THIS WALL SECTION PERTAINS O LEFT, & REAR EEVA LTTIONS II 1-STORY WALL SECjfION ' 1 3/4"=V-0" ]AN 2 7 2017 ALL IDEAS. DESIGNS, ARRANGEMENTS, OR REPRESENTED BY THIS DRAWING A PROPERTY OF THIS OFFICE. & WERE OF DEVELOPED FOR USE ON, & IN CONNEC SPECIFIED PROJECT. NONE OF SUCH IC ARRANGEMENTS, OR PLANS SHALL BE DISCLOSED TO ANY PERSON, FIRM, OR ANY PURPOSE WHATSOEVER WITHOUT PERMISSION OF RANDALL E. BTOFFT, A WRITTEN DIMENSIONS ON THESE DRAV PRECEDENCE OVER SCALE DIMENSION SHALL VERIFY & BE RESPONSIBLE FOR CONDITIONS ON THE JOB, & THIS OFFIC OF ANY VARIATIONS FROM THE DIMEW CONDITIONS SHOWN BY THESE DRAWII OF ADEQUATE SCALE MUST BE SUBMIT FOR APPROVAL BEFORE PROCEEDING ITEMS 50 NOTED. ® 2017 ALL RIGHTS F STOFFT ARCHITECTS P A AS( REVISIONS I PERMIT SETS ISSUED I CASING BY G.C. 1X6 P.T. NAILER DRYWALL SEE yIII(� 12'.KNIMUM° ' STUCCO FINISH 1X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E PROVIDE 2-1/4" MASONRY EDGE DISTANCE 111A1.10A1:1169Eel F-Al"11:1:11R1:151 ATTACH DOOR FRAME PER LATEST NOA PRODUCT APPROVALS IMPACT RATED EXTERIOR DOOR (NOT FRENCH) PER LATEST NOA PRODUCT APPROVAL STONE OR BRICK THRESHOLD STUCCO RETURN (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED WATERPROOFING AROUND FILLED CELL OR POURED PERIMETER OF ALL DOOR COLUMN BUCKS. MEMBRANE TO (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. M BOOM Q OUTSW9 NO JAMB DD ETQOL Lei 6" MIN. NOTES: 6" MIN. OVERLAP 1. CAULKING, SEALANT, ADHESIVE, OR GASKET SEALS WINDOW FRAMING AND WALL JOINTS TO FORM AIR BARRIER. 2. THESE PRINCIPLES ARE ALSO MOISTU BARRIER APPLICABLE TO DOOR OVERLAPP O DIRECT WEATHERPROOFING. MOISTURE AWA OM STRUCTURE/FRAMI HEAD CASING/ TRIM 6" MIN. STUCCO FINISH _ (SEE ELEVATIONS) WOOD STUD PARTITION w/ GYPSUM WALLBOARD (SEE DETAIL SHEET) BLOCKING AS REQUIRED PROVIDE SHIMS AS REQUIRED WOOD CASING, PAINT GRADE (VERIFY w/ G.C.) PRE -HUNG WOOD DOOR FRAME DOOR STOP WOODDOOR (SEE FLOOR PLAN) NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. DOOR STOP NOTES: 1.VERIFY w/ G.C. IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. *CAULK AS REQUIRED lV=V-0" *CAULK AS REQUIRED G3 TV P. INTERIOR DOOR HEAD DETAIL M TYR INTERIOR DOOR JAMB DETAIL CMU WALL OVER PRECAST INDICATES SKIM COAT PRECAST LINTEL OR LINTEL OR POURED CONC.— POURED BEAM BEAM, SEE STRUCT. PLASTER w/ SMOOTH (SEE STRUCTURAL FINISH DWG's) '' 2X6 P.T. BUCK W/ Y4" STUCCO FINISH a • TAPCONS W/ WASHERS 1Y;' (SEE ELEVATIONS) DRYWALL SEE STUCCO FINISH Q EMBED @ 8" O.C. MAX, 2" (SEE ELEVATIONS) FROM CORNER WALL SECTIONS TREMCO 250 FLUID APLLIED STUCCO SURROUND ° WATERPROOFING AROUND z 1X6 P.T. NAILER (SEE ELEVATIONS) z ° PERIMETER OF ALL DOOR g ,° 3Yd° -� I TREMCO 250 FLUID APLLIED BUCKS. MEMBRANE TO CORNER BEAD a WATERPROOFING AROUND EXTEND 12" MIN. FROM CASING BY G.C. ) PERIMETER OF ALL DOOR HEADER, JAMBS AND SILL ON I BUCKS. MEMBRANE TO BOTH SIDES,TYPICAL. DRIP KERF IN B EXTEND 12" MIN. FROM STUCCO RETURN STANDARD 2" TRACK HEADER JAMBS AND SILL ON STUCCO SURROUND & RETURN (SEE ELEVATIONS) IMPACT RATED SLIDING DOOR INSTALL PER — PRODUCT APPROVAL CASING BY G.C. 1X6 P.TAILER (DRYWALL SEE JAMB EXTENSION AS , NEEDED STUCCO SURROUND TORSION SPRING BOTH SIDES,TYPICAL. lX4 P.T. BUCK W/ 1/4" (SEE ELEVATIONS) OPERATED O.H. DIA. x 1-3/4" EMBED. @ WD. MOULD OVER GARAGE DOOR. 12" O.C., 6" E.E. 1X6 SMOOTH STUCCO SURROUND & PROVIDE 2-1/4" CEDAR BD. OVER STEEL INSULATED IMPACT RETURN MASONRY EDGE 1X PT. FURRING RATED OVERHEAD DOOR, (SEE ELEVATIONS) DISTANCE INSTALL PER PRODUCT APPROVAL TREMCO 250 FLUID APLLIED WATERPROOFING AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS Y4"a1'-0" AND SILL ON BOTH SIDES,TYPICAL. 1Yz"=1'-0" *CAULK AS REQUIRED Q GGaRLaGE DOOR HEAD DC TLQL L TYPICAL WINDOW HEAD DETAIL 1X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH PROVIDE 2-1/4" MASONRY EDGE DISTANCE 2X6 P.T. BUCK W/ Y4" TAPCONS W/ WASHERS 1Y4" EMBED @ 8" O.C. MAX, 2" FROM CORNER JAMB EXTENSION AS NEEDED IMPACT RATED SLIDING 2" RECESS IN CONCRETE DOOR INSTALL PER PRODUCT APPROVAL STEEL INSULATED IMPACT RATED OVERHEAD DOOR, INSTALL PER PRODUCT APPROVAL P IND. MOULD OVER 1X6 SMOOTH CEDAR BD. OVER 1X PT. FURRING STONE OR BRICK TREMCO 250 FLUID APLLIED THRESHOLD WATERPROOFING AROUND PERIMETER OF TREMCO 250 FLUID APLLIED ALL DOOR BUCKS. MEMBRANE TO EXTEND WATERPROOFING AROUND 12" MIN. FROM HEADER, JAMBS AND SILL PERIMETER OF ALL DOOR ON BOTH SIDES,TYPICAL. B C WOOD CASING, PAINT GRADE (VERIFY w/ G.C.) PROVIDE SHIMS AS REQUIRED WOOD STUD PARTITION w/ GYPSUM WALLBOARD (SEE DETAIL SHEET) BLOCKING AS REQ'D PRE -HUNG WOOD DOORFRAME WOOD DOOR (SEE DOOR SCHEDULE) PRECAST LINTEL OR POURED BEAM (SEE STRUCTURAL DWG's) DRYWALL SEE WALL SECTIONS 1X6 P.T. NAILER WOOD DOOR (SEE DOOR SCHEDULE) WOOD CASING, PAINT GF (VERIFY w/ G.C.) PRE -HUNG WOOD DOOR I DOOR STOP BEYOND FINISH FLOOR VARIES BY ROOM (VERIFY SPEC's w/ G.C.) CONCRETE FLOOR SLAB (SEE FOUNDATION PLAN) NOTES: 1.VERIFY w/ G.C. IF SOUND INSULATION WILL BE RE, 2. VERIFY HINGE SIDE w/ FI *CAULK ASREQUIRED �1 TYP° �NTERG QR DOOR THRESHOLD DETAIL STUCCO FINISH _ (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED WATERPROOFING AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. ' CASING BY G.C. 1X4 P.T. BUCK W/ Y4" TAPCONS 1Y4" EMBED @ 8" O.C. MAX, 2" STUCCO SURROUND & FROM CORNER RETURN IMPACT RATED WINDOW, (SEE ELEVATIONS) INSTALL PER PRODUCT _ APPROVAL ly2I -0" *CAULK ASREQUIRED C� TYPOC ALA FRENCH DOOR HEAD DETAIL 1X4 P.T. BUCK W/ 1/4" DIA. x CASING BY G.C. 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY CASING BY G.C. 1X6 P.T. NAILER EDGE DISTANCE 1X6 P.T, NAILER DRYWALL SEE JAMB EXTENSION AS NEEDED DRYWALL SEE WALL SECTIONS WALL SECTIONS 7FDL/INTERIOR SILL BY G.C. IMPACT RATED WINDOW, ° • :g a • ° INSTALL PER PRODUCT ° APPROVAL 12" MINIMUM° 12" MINIMUM° " EXTERIOR STUCCO SILL STUCCO SURROUND & RETURN (SEE ELEVATIONS) U KS. MEMBRANE TO STUCCO RETURN STUCCO FINISH STUCCO FINISH STUCCO FINISH TREMCO 250 FLUID APLLIED STUCCO FINISH FOLDED OR (SEE ELEVATIONS) EXTEND 12" MIN. FROM (SEE ELEVATIONS) (SEE ELEVATIONS) (SEE ELEVATIONS) WATERPROOFING AROUND (SEE ELEVATIONS WINDOW UNIT HEADER, JAMBS AND SILL ON CORNER BEAD ) SOLDERED FILLED CELL OR POURED BOTH SIDES,TYPICAL. PERIMETER OF ALL DOOR FILLED CELL OR POURED SILL FLASHING FILLED CELL OR POURED STUCCO SURROUND LFILLED CELL OR POURED BUCKS. MEMBRANE TO COLUMN (SEE STRUCTURAL DWG's) STUCCO SURROUND & COLUMN (SEE ELEVATIONS) COLUMN EXTEND 12" MIN. FROM COLUMN JAMB CASING/ TRIM SILL (SLOPED TOP) RETURN (SEE STRUCTURAL DWG's) 4[OVERHANGS (SEE ELEVATIONS) APRON +/_ 1" *CAULK AS REQUIRED WNDD OW WATERPROO V ONO SUDW3 OLQSS DOOR JAMB DD ETAL 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY THE 2014 FBC-BUILDING AND ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & ALUMINUM DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT GAIN. ATTACHMENT PER MFG. SPEC's 4. ALL WINDOWS & EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAIN EXTERIOR FLOOR COEFFICIENT (SHGC) AND 'U'FACTOR VALUES AS INDICATED IN THE ENERGY FINISH CALCULATIONS. (SEE FLOOR PLAN) 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT. 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS. 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION. 8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS, a MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION. CONCRETE FLOOR 9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVE SLAB WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR MAXIMUM PRIVACY. *CAULK AS REQUIRED EKTEROR WNDOW o DOOR (3ENERAL Nana S SUDWa QLASE [DOOR SLL DE-TAL 1Y2"=1'-0" *CAULK AS REQUIRED p r.ARACE DOOR JAMB DD ETAL SLIDING GLASS DOOR SILL RISER (SEE MFG. SPEC's) *ADJUST FINISH FLOOR AS NECESSARY TO FINISH OUT FLUSH W/ SLIDING GLASS DOOR SILL — RISER CONCRETE FLOOR SLAB (SEE STRUCTURAL DWG's) MOULD & 1X6 SMOOTH CEDAR BD. STUCCO SURROUND BEYOND (SEE ELEVATIONS) STUCCO RETRUN DRIVEWAY PAVERS ESLOPE VERIFY w/ G.C. J��SLLPE ° INDICATES CONCRETE SLAB (SEE STRUCTURAL DINGGIs) STEEL INSULATED IMPACT RATED OVERHEAD DOOR, INSTALL PER PRODUCT APPROVAL 1Y2"=1'-0" *CAULK AS REQUIRED N1 r.An aF= DOOR R S0LL DETAL (SEE STRUCTURAL DWG's) HEADER, JAMBS AND SILL ON (SEE STRUCTURAL DWG's) BOTH SIDES,TYPICAL. 1Yz"=1'-0" *CAULK AS REQUIRED 1Y2"=1'-0" *CAULK AS REQUIRED K TYP�OQL WINDOW JAMB DETAILS G TYPICAL FRENCH DOOR JAMB DETAIL STUCCO EX I ENSION JAMB STUCCO SILL (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED WATERPROOFING AROUND ;'2. PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON `' BOTH SIDES,TYPICAL 41 STUCCO FINISH (SEE ELEVATIONS) 1Y2"=1'1 *CAULK AS REQUIRED J 17YNCAL WINDOW BOLL DETmL PLAN. ''LuA v+ C rlFH a 1Y2"=V-0" PRECAST LINTEL OR POURED BEAM (SEE STRUCTURAL DWG's) DRYWALL SEE WALL SECT ONS 1X6 P.T. NAI ER CASING BY .C. JAMB EXTE SION AS NEEDED 1X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E. PROVIDE 2-'A" MASONRY EDGE DISTANCE IMPACT RAD FRENCH DOOR INST LL PER PRODUCT APPROVAL 1X4 P.T. BUCKDIA. x 1-3/4" EMBED. @ 1 "O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION S NEEDED IMPACT RATED FR NCH DOOR INSTALL PE PRODUCT APPRO AL STONE OR BRICK THRESHOLD STUCCO SURROU D & RETURN (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED WATERPROOFING ROUND PERIMETER OF ALL DOOR BUCKS. MEMBRAN ETO EXTEND 12" MIN. FROM HEADER, JAMBS AIN ID SILL ON BOTH SIDES,TYPIC kL. 1Y2'=1'-0" 0 DOOR JAMB EXTENSION AS NE EDED IMPACT RATED WINDOW, INSTALL PER PRODUCT STUCCO IMPA RATED APPROVAL EXTENSION JAMB ALUM FRENCH DO & ALU . THRESHOLD, lX4 P.T. BUCK W/ 1/4" DIA. INSTALL PER x 1-3/4" EMBED. @ 12" O.C., PRODUCT APPROVAL 6" E.E. TREMCO 250 FLUID APLLIED PROVIDE 2-1/4" MASONRY WATERPROOFING MEMBRANE 1X PT. BUCK WIYa" EDGE DISTANCE AROUND PERIMETER OF ALL DOOR TAPCONS.1Y2'EMBED BUCKS. MEMBRANE TO EXTEND SILL & APRON BY G.C. 12" MIN. FROM HEADER, JAMBS @ 12" O.C., 2"MAX AND SILL ON BOTH SIDES,TYPICAL FROM CORNERS. FINISHED FLOOR, BY STONE OR BRICK PAVERS, OWNER 1X6 P.T. NAILER RISERS & THRESHOLD (TYP.)— DRYWALL SEE WALL SECTIONS co y4'"RE ESS CONCRETE Lu w SLAB YP. POURED CONCRETE SILL (SEE STRUCTURAL DWG's) a e ° 1" RE ESS @ DOOR A3Y2" _ °•4Y2" THRESHOLD lY2"=l'-0" *CAULK AS REQUIRED 1Y2"=1'-0" E TYPp CAL FRENCH DOOR SADDLE DE -TAIL 't' JAN 27 2017 7)IdW F6.RWA ALL IDEAS( DESIGNS, ARRANGEMENTS, &PL OR REPRESENTED BY THIS DRAWING ARE C PROPERTY OF THIS OFFICE. & WERE CREAT DEVELOPED FOR USE ON, E IN CONNSUCH IDEAS SPECIFIED PROJECT NONE S ALL BE ARRANGEMENTS OR PLANS SHALL BE USE( DISCLOSED TO ANY PERSON, FIRM, OR COR ANY PUTHERPOSE WHATSOEVER WITHOUT THE PERMISSION OF NE. STOFFT, ARCH( WRITTEN DIMENSIONS ON ON THESE DRAWING PRECEDENCE OVER SCALE DIMENSIONS. C( SHALLVERIFY 8 BE RESPONSIBLE FOR ALL CONDITIONS ON THE JOB. &THIS OFFICE ML OF ANY VARIATIONS FROM THE DIMENSION; OF ADEQUATE SHOWN BY THESE DRAWINGS. OFADEDDAVASCALEMUST C SUBMITTED FOR ITEMSS NOTE BEFORE PROCEEDING(MTh ITEMS So CHITE T P A,ALL RIGHTS RESE STOFFT ARCHITECTS P.A. FLUME MCA MSER 1/2"HW& CW PIPING 2" DIA. WASTE - FINISHED FLOOR 3^1,11aF I. �0• 3+ M 2' A e\ER a • �,ER n GUY GRAY SPACE SAVER WITH 4" DEEP BOX FOR METAL STUD WALL WATER HAMMER ARREST( HW & CW HOSE CONNEC W/VACUUM BREAKERS (WATTS OR EQUAL) FINISHED WAL �ErJ a Vf K s kIT� 1,1ia f IL 4ATN NFT� N PROVIDE TEST TEE WITH SCREWED COUNTER- COLUMN OR PARTITION SUNK ASS PLASTIC PLUG', AS SHOWN ON FLOOR PLAN TAPERED -THREAD WITH CLEANOUT FACE SHALL TFE JOINT COMPOUND. BE WITHIN 4" OF WALL SURFACE. PROVIDE WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD M MACHINE SCREW. j✓ I CONCRETE FLOOR SLAB NOTE'. PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. NOT TO SCALE 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR INSTALLATION DETAILS. 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE OF THERMAL EXPANSION TANK OR APPROVED DEVICE. 3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN & PAN DRAIN REQUIREMENTS. SUPPLY COLD WATER SUPPLY WATTS BRVT PRESSURE RELIEF VALVE HEAT PRESSURE TRAPS RELIEF DRAIN HOT WATER WITH 2" AIR GAP RETURN WALL CLEAH OUT DE`TAQ L 91 WATER TER HEATER OEML L L4 3+ 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES. RULES AND 20 ga. METAL FRAMING @ 16" V+ ORDINANCES. O.C. MAX. OR AMRSTRONG tlp C 3A 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. DRYWALL GRID SYSTEM - a ff�� 3. ALL MATERIALS SHALL BE NEW. (SUSPENDED FROM 5L10 3" 4, ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE STRUCTURE 4'0.C. MAX.) '1 1L, 3N COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF wFR CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. )tl J 2+ 3h 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND 3^ PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CD 2^ 3" 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION ANDTESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR Y+' 4+ 1 YII \" MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 3° S! c C•Q r 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. Z" a" Opl 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. eA�N*- MIo 1Ia 4 REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECTPRIOR TOBEGINNING CONSTRUCTION. u n 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ly�l ADVISE ENGINEER OF ANY DISCREPANCIES. R' O10. WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE "L" COPPER. S 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 10 JN N WE 12 WITH FIXTURES MUST BE PROVIDED VI TH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS GENERAL CONTRACTOR PRIOR TO INSTALLATION. N 13. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOOD A� OF ENGINEERING PRACTICE. 1 V $ 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS; EXCEPT AT WATER HEATER AS PER CODE. 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 16, ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALUFLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALSAND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WITHIN 72 HRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER �T PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS. 19. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS 20 NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 21 21 CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIE IN OF AIC TO BE BY OTHERS. PVC PIPING WITH 1/2" THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL MIN. 0 0 0 2014 FLORIDA BUILDING CODE -RESIDENTIAL NOTE: PER SECTION P307.1 INSTALLATION, ITEM #5: "A WATER CLOSET, LAVATORY OR BIDET SHALL NOT BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WALL, PARTITION OR VANITY OR CLOSER THAN 30 INCHES CENTER -TO - CENTER BETWEEN ADJACENT FIXTURES. THERE SHALL BE AT LEAST A 21-INCH CLEARANCE IN FRONT OF THE WATER CLOSET, LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR. " 3/8"=1'0" DRAINAGE FIXTURE UNIT (d.f.u.) VALUES 2014 F.B.C. RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1 LOCATION SINK BAR SINK TUB LAV. SHWR. W.C. BIDET W.M. D.W. MASTER BATH 2 2 2 3 BATH #2 1 2 3 BATH #3 1 2 3 KITCHEN 2 2 LAUNDRY ROOM 2 TOTAL COUNT 2 2 5 6 9 2 2 TOTAL d.f.u. VALUE = 28 d.f.u.'s NOT TO SCALE M%SH MO VAz-, CMVME O0MMEC7 M DCEiT,A VL h3lDQ VMQC�C T�V��UG�3L UMV� O/LC�ULa5TVOM� CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE 40 PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 22. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. 23. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED WITH 12• THICK ARMAFLEX INSULATION. 24, STUDOR MINUMAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL SEAS PER MANUFACTURER'S RECOMMENDATIONS. 25. 1" WATER METER HOOK UP. 26. 1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES. 27. WATER HEATERS TO FULLY COMPLY WITH 2O14 F.B.C. RESIDENTIAL, SECTION P2801 ,'WATER HEATERS' & PLUMBING CODE SECTION P504,'SAFETY DEVICES. 28. WATER HEATERS TO HAVE PROVISIONS FOR THERMAL EXPANSION BY USE OF ATHERMAL EXPANSION TANK OR OTHER APPROVED DEVICE BY THE PLUMBING CODE AND/ OR BUILDING OFFICIAL. 29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL. CORROSIVE RESISTANT METAL) WITH A MINIMUM THICKNESS OF 24 GAUGE. PAN SHALL NOT BE LESS THAN 1.5" DEEP AND SHALL BE OF SUFFICIENT SIZE & SHAPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A MIN. DIAMETER OF 0.75 INCH AND OF APPROVED MATERIAL LISTED IN TABLE 605.4. THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE. 30. PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER. INSTALL PER CURRENT STATE & LOCAL BUILDING CODES. 31. ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS. 32. PER 2014 F.B.C. RESIDENTIAL SECTION P2708.3'SHOWER CONTROL VALVES', INDIVIDUAL SHOWER & TUB/ SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCED, THERMOSTATIC -MIXING OR COMBINATION PRESSURE -BALANCE/ THERMOSTATIC MIXING VALVES TYPE WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE 1016 OR CSA �I�77 B1251.1ITHE HIGH LIMIT STOP SHALL �BESET TO LIMIT WATER TEMPERATURE TO A MAX. OF 120"F (49-C). FLUNMI o OMO I1V01I m VENT W/ PERFORATED CAP TEE ELBOW C.O. PLUG 3" ABOVE TOP (SCREWED) OF PRIMARY DRAIN PAN UNION TSP +1" A U. CMUNQ IOETAVL CMU OR CAST IN PLACE WALL - CONCRETE FASTENERES AS REQUIRED - MA REVISIONS BY L PERMIT SETS ISSUED DWD C 1 M 1 �w V/� L/ w i P.T. 2x4 SILL PLATE a 11��I CHECK T&P TO GROUDT VALVE / -1/2" GYP BD7ORCEMENT BOARD (SEEP N) WITH 2" AIR GA / -2x4 WOOD S4" O.C. MAX.RELIEF VALV \ -1/2" GYP BDENT BOARD (SEE P AN) W H NOTE: 2"AIR GAP S.O.V. **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS &KITCHENS OR CEMENT BACKER 1 1� T�u^ Y CD 1/2" DRYWALL EA. SIDE **SEE NOTE** WOOD STUD FRAMING @ 24" O.C. MAX. BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCHAS SHOWERS & TUB SURROUNDS** NOT TO SCALE TyMCAL VM7EMOO R pAR77VOM WALL � EXTERIOR SIDE 5/8" GYP. BD. FASTENED 6" O.C.@ PERIMETER & 8" O.C. BALANCE NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEME NT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATE R, SUCH 1 1/2"=V-0" AS SHOWERS & TUB SURROUNDS** 1 1 /2"=1'-0" 1 FIR RATED ASSEMBLY 1/2" GYP BD. TYPE IX' OR CEMENT BOARD (SEE PLAN) METAL JOIST TRACK INTERIOR SIDE 1/2" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON P.T. 1X2 WD. FURRING @ 24" O.C. MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY I CLIP ANGLE, NO LESS THAN META METAL JOIST JOIST DEPTH MINUS 1/2" (ATTACH CLIP & TRACK TO CONCRETE w/ EXP. , ANCHOR BOLTS, OR TAPCONS) NOTE: - PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 10 OEpILM JOM7 A T5TAC HEMIEMT DE7ML P.T. 1x3 FURRING NAILER ROOF TRUSSES OR CEILING FRAMING (SEE PLAN) WEATHER STRIPPING AROUND OPENING- TSP +1" (Y MIN.) WOOD CASING A. SLOPE DRAIN LINE TO CONDENSATE RECEPTOR (MIN. 1/8" PER FOOT) 112" MIN. 'CDXPLYWOOD PANEL B. DRAIN LINE SHALL BE COPPER TYPE "L"AND INSULATED. LL 1/2" MIN. TYPE 'X' GYP. BD. SCREWED TO C. TSP = FAN TOTAL STATIC PRESSURE. PLYWOOD PANEL INTERIOR SPACE CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DW 's) CMU WALL OR CAST IN PLACE CONCRETE INTERIOR (SEE STRUCTURAL SPACE DWG's) 1/2" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERT IIfIETE WALLS) ON P.T. 1X2 WD. FURRING 24" O.C. MAX, WITH R-4.1 FOIL INSULATION MINIMUM) @ ONE SIDE OF WALL ONLY NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NC IT IN DIRECT CONTACT w! WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH Alc 1 1/2"=V-0" SHOWERS & TUB SURROUNDS** 1 1/2"=V-0" 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. GYP. BD. CEILING EXTERIOR STUCCO FINISH (SEE ELEVATIONS) 1/2 " GYP. BD. FINK (SEE WALL TYPE & FLOOR PLANS) CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL D GIB) FOIL WALL INSULATION (SEE TYPICAL WALLS CTIONS) 1/2" GYP. BD. FINISH (SEE WALL TYPE & FL OR PLANS) WOOD STUD FRAMIN (SEE WALL TYPE & FL OR PLANS) f. h�f O bd > .CIA, °( .nl 0 I JAN 2 7 2017 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDIC OR REPRESENTED BY THIS DRAWING ARE OWNED BY. PROPERTY OF THIS OFFICE. & WERE CREATED, EVOL\ DEVELOPED FOR USE ON. & IN CONNECTION WITH THI SPECIFIED PROJECT. NONE OF SUCH IDEAB, DESIGNS ARRANGEMENTS, OR PLANS SHALL BE USED BY. OR DISCLOSED TO ANY PERSON, FIRM. OR CORPORATIOF ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL H PRECEDENCE OVER SCALE DIMENSIONS. CONTRACT( SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSID CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NO OF AN V VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DE OF ADEDILATE SCALE MUST BE SUBMITTED TO THIS 0 FOR APPROVAL BEFORE PROCEEDING WITH FABRICA ITEMS SO NOTED.0 2017. ALL RIGHTS RESERVED RAN STOFFT ARCHITECTS P.A. A701 NOT TO SCALE 1 1/2"=V-0" 12 COO MDD ENSAUIE ?-=rR,� p BET VL 9 7YMCAL A TM ACCESS DE7JA L 3 �iTUD M�aLL PTO COO MC�G�C��TC� ��;o LL DC�4 VL 1 PERMIT SETS ISSUED ■ UNDERGROUND TO FP&L TIE-IN LOCATION O 200 AMP MAIN METER/ DISC. MAIN ISO AMP PANEL 'A' THHN wl #6 GROUND #4 GROUND TO 8'-O"x 5/8" DIA. GROUND ROD & COLD WATER PIPE & 20'-0" FOUNDATION STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE 2 A302 FLOOD/ SECURITY LIGHT ON SENSOR AFCI-_,- WP GFCI 1 1 AFCI€ +60" A.F.F., fc VERIFY E i ` -FAN _ TC ZI6H� AFCI'_ SPRINKLER ® V TIMER AFCI �LI T \ I 1 1 1 I \ I 0 Y iI i GFCI ' Y 1 f'VP i I 1 g3 GFCI I 11 EXF I `\ I sac � -CzJ-I cl i i 1 ' I LIGHT FAN 1 i +60" © A.F.F., VERIFY i i ELECTRICAL NOTES GENERAL: FUCTURES: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J' BOXES. LOCATE THE METER & PANELS AS REQUIRED. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. AS SELECTED BY OWNER. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 4) ARCHITECTI INTERIOR DESIGNER TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING, 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. OUTLETS: 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT AIC EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT MANUFACTURER RECOMMENDATIONS. PER 2008 NEC 210.52. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL 4) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL PLANS. (IF APPLICABLE) CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL POOUSPA EQIUPMENT. 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, 11T CONDUIT UNDER SLAB FROM WALL. DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE SMOKE DETECTORS: ARC FAULT CIRCUIT PROTECTED PER 2008 NEC 210.12(B). 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, N6 & LARGER 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SHALL HAVE THAN INSULATION. SIMULTANEOUSLY W/ TEMPORAL SOUND. 14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, RATING OF 22,000 AMPS & BE NEMA-3R RATED. KITCHENS, BATH ROOMS. 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75' CONTINUOUS DUTY, 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. AFCI A -A A303 1 A302 DEDICATED 220V RECEPTACLE FOR FUTURE HOT TUB (RECEPTACLE TO BE IN WEATHERPROOF BOX) I I ,.,. FOR FUTURE BBQ ` VENTILATOR / I � 1 Y PGFCI FY ITION !1 - � I i FLOgR OUTLET (VERIFY LOCATION) \ / I GR Al' ROOM I Q� 1 I 1 �. 1 1 '3 A.F.F., ) I 1 VERIFY, 0 @ FANi Q / I I\ LIGHT RECEPTACLE, `\ 1- GFCI4 ISWITCH & LIGHT ',IN ATTIC FOR DISHWASHER & DISPOSAL FOR IREFRIGERATOR VP \ J 1 \ EXF IAFC(_ -._ _ _- AFCI E3 GFCI. a\\ L4GHT_._ . 0 FANS. A / +60" A.F.F., VERIFY AFCI AFCI J P I i `-`------ FOR SMALIt/- APPLIANCE g�i__ i I / FOR DRYER WP GFCI DO I I II FOR WASHER 1 \ II '7 i I I II i i II _ __-_- I i I -- I ' I I I . i \ \ I 1� \ I I I \ GFCI N FLOOD/ IECURITY LIGHT ON SENSOR WP GFCI AFCI ® SEG( OC"x iL: . -- _._. _. _._. _. _. _- AFCI }-- - tIGHT FOR i RANGE ` ` \\0 FOR 1 RANGE HOOD VENTILATOR MICROWAVE AFCI 'O @FCI 45 -- ----- > VP i GFCI 1 GFCI13 �li GFCI EXF FOR SMALL FOR WPGFCI APPLIANCE WATER HEATER ELECTRIC PANEL W �D \`..\ AIR HANDLER 1 R EPTACLE, \ SWITCH & LIGHT IN ATTIC Ei � I � GARA E 1 1 I 1 ' I I 1 I � \ I I i I I ` WP GFCI 1lip A301 A -A A303 1st FLOOR 1 /4"=V-0" DEDICATED 11OV RECEPTACLE FOR SPA (RECEPTACLE TO BE IN WEATHERPROOF [BOX) WP GFCI [DEDICATED 11OV RECEPTACLE FOR FUTURE DOCK POWER (RECEPTACLE TO BE IN WEATHERPROOF BOX) WP GFCI WP GFCI METER ELECTRICAL PLAN A 150 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.L.O. SERVICE: 120/240/1PH A.I. . 22,000 KW # DESCRIPTION OF CIRCUIT BRKR BRKR DESCRIPTION O CIRCUIT # KW 10.0 #6 AHU 1 60A 3 2 40A CU 1 #8 4.4 #10 HOT WATER HEATER 25A 5 7 6 8 50A RANGE #8 5.0 2.5 #10 CLOTHES DRYER 30A 9 10 20A CLOTHES WI I DISHWASHER 1 #12 #12 1.5 1.2 11 12 20A 1.5 #12 REFRIGERATOR 20A 13 14 _LOAJI MICROWAVE #12 1.5 1.5 12 SMALL APPLIANCE 20A 15 16 20A I SMALL APPLIANC #12 1.5 .9 #12 GARBAGE DISPOSAL 20A 17 18 20A WHIRLPOOL TUBI #12 1.5 1.0 #12 RANGE HOOD 20A 19 20 20A BATHROOM GFCI' #12 1.5 1.5 #12 KITCHEN GFCPS 20A 21 22 20A EXTERIOR GFCI'S #12 1.5 1.5 1#121 GARAGE DOOR OPENER 20A 23 24 20A FUTURE BBQ HOO #12 1.5 1.5 1#121 DEDICATED SPA GFCI 20A 25 26 20A DEDICATED DOCK P R #12 1.5 * #14 GENERAL LIGHTING 15A 27 28 15A GENERAL LIGHTIN #14 * * #14 GENERAL LIGHTING 15A 29 30 15Aj GENERAL LIGHTIN #14 * * #14 GENERAL LIGHTING 15A 31 132 15A1 GENERAL LIGHTIN #14 * * #14 GENERAL LIGHTING 15A 33 34 15A GENERAL LIGHTIN #14 * #14 GENERAL LIGHTING 15A 35 36 15A GENERAL LIGHTIN #14 * 11.5 #6 FUTURE HOT TUB SOA 37 38j SPARE SPARE 39 40 SPARE 41 IL42 M 11 SPARE 3 .8 1"4;; OTAL (8 PANEL LOAD CALCULATIONS SUB-TOTAL 18.2 * GENERAL LIGHTING1 1976.0 SQUARE FEET @ 0.003 KW/SF 5.9 TOTAL PANEL KW = (SUBTOTAL 1-41 + SUBTOTAL 2-42 + GENERAL LIGHTING) 61.9 AIR CONDITIONING @ 65% 110.0 1 6.5 1ST 10.0 KW (NOT A/C) AT 100% 10.0 REMAINING KW AT 40% = ((TOTAL PANEL KW - (AC @ 65%) -10.0) * 0.40) 18.2 CALCULATED KW = (A/C @ 100%+ 1ST 10 KW + REMAINING) 34.7 KW CALCULATED AMPS = (CALCULATED KW * 10DO / 240) 144.5 A a e- JAN 2 7 2017 ALL IDEAS. DESIGNS ARRANGEMENT: OR REPRESENTED BY THIS DRAWING PROPERTY OF THIS OFFICE. & WERE I DEVELOPED FOR USE ON. & IN CONNI SPECIFIED PROJECT. NONE OF SUCH ARRANGEMENTS. OR PLANS SHALL BI DISCLOSED TO ANY PERSON. FIRM. O ANY PURPOSE WHATSOEVER WITHOI PERMISSION OF RANDALL E. STOFFT, WRITTEN DIMENSIONS ON THESE DR/ PRECEDENCE OVER SCALE OIMENSIC SHALL VERIFY & RE RESPONSIBLE FO CONDITIONS ON THE JOB, & THIS OFF OF ANY VARIATIONS FROM THE DIMEI CONDITIONS SHOWN BY THESE DRAY OF ADEQUATE SCALE MUST BE SUBM FOR APPROVAL BEFORE PROCEEDIM ITEMS SO NOTED. 02017. ALL RIGHTS STOFFT ARCH ITECTS P.A 1 El(