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HomeMy WebLinkAboutBUILDING PLANSABV. ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING 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 SHT. SHEET BLDG. BUILDING INCAND. INCANDESCENT SIN. SIMILAR BILK. BLOCK INSUL. INSULATION so. SQUARE BOT. BOTTOM INT. INTERIOR SST. STAINLESS STEEL CAB. CABINET JT. JOINT STD. STANDARD CER. CERAMIC LAM. LAMINATE STL. STEEL C.I. CAST IRON LAV. LAVATORY STOR. STORAGE CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED CONIC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL CONN. CONNECTION MET. METAL T.C. TOP OF CURB CONT. CONTINUOUS MFR. MANUFACTURER TEL, TELEPHONE CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVI DECOR. DECORATIVE MISC. MISCELLANEOUS THK. THICK DET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DOUGLAS FIR MTD. MOUNTED T.O.FR. TOP OF FRAMING DIA DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER DIM. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE DN. DOWN NO. NUMBER T.O.PL. TOP OF PLATE D.S. DOWNSPOUT N.T.S. NOTTOSCALE TYP. TYPICAL DWG. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE EA. EACH OBS. OBSCURE NOTED EL. ELEVATION O.C. ON CENTER VERT. VERTICAL ELEV. ELEVATOR O.D. OUTSIDE DIAMETER VEST. VESTIBULE ELEC. ELECTRICAL OFF. OFFICE V.G.D.F. VERTICAL GRAIN. EQ. EQUAL OPNG. OPENING W/ WITH EXH. EXHAUST OPP. OPPOSITE W/O WITHOUT EXP. EXPANSION PL. PLATE W.C. WATER CLOSET EXT. EXTERIOR PLAS. PLASTER WD. WOOD EXIST. EXISTING PLYWD. PLYWOOD WDW. WINDOW F.F. FINISH FLOOR PR. PAIR W.H. WATER HEATER FLASH. FLASHING PRCST. PRECAST WSCT. WAINSCOT FLUOR. FLUORESCENT P.T. PRESSURETREATED WT. WEIGHT FT. FOOT/FEET PTN. PARTITION SYMB. SYMBOLS FTG. FOOTING Q.T. QUARRYTILE lel AND GA. GAUGE RAID. RADIUS ANGLE GALV. GALVANIZED REINF. REINFORCE @ AT GL. GLASS REQ. REQUIRED CENTER LINE GR. GRADE RM. ROOM DIAMETER OR ROUND GYP. GYPSUM # POUND OR NUMBER H.B. HOSE BIBB PROJECT TEAM ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FL. 33444 W-243.0799 (T) CONTACT: DON DURANTE EMAIL: don@stofft.com STRUCTURAL ENGINEER PROJECT CLASSIC, LLC. 7318 TEXAS TRAIL BOCA RATON, FL. 33487 561-544-7397 (T), 561.665-5438 (F) CONTACT: FARID ABUGATTAS, RE EMAIL:farid@projectclassic.com \ w P 1 .1 DRAWING NOT TO SCALE, LANDSCAPING SHOWN IS DIAGRAMMATIC ONLY DESIGN �QRAMON BUILDING CLASSIFICATION: FBC 2017 CHAPTER 3, GROUP R-3 OCCUPANCY TWO-STORY, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE: FBC2017 CHAPTER 6, TABLE 601 V-B TABLE 504.3: ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: 40'-0", NON -SPRINKLED TABLE 504.4: ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE: 3-STORIES, NON -SPRINKLED TABLE 506.2: ALLOWABLE AREA FACTOR: UNLIMITED S.F., NON -SPRINKLED CODE EDITIONS: Florida Building Code (FBC) 2017 National Electrical Code (NEC) 2014 WIND LOADS AS PER FBC 2017 EDITION AND ANSI/ASCE 7-10 SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DESIGN PARAMETERS. SCAN" By St twe ft, #* / FILE .. ' ey RESIDENTIAL C • DE INFORMATION ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2017 FBC RESIDENTIAL 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.9. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL ARE TO BE SELF CLOSING AND SELF LATCHING. LATCH MECHANISM SHALL BE MOUNTED AT 54" A.F.F. (MIN). 3. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. GOC ]�4G�3 ii �C a ]OO 9 La[1D wMIRMI loon olkl(m RPM ARCHITECT'S STATUS: EARTH WORK TRUSSES: ROUGH CARPENTRY: TIMBER RESPONSIBLE FOR ILL NOT HAVE CONTROL OR A. THE ARCHITECT SHALL NOT W rr, IN CONFORMANCE WITH THE FINAL SOILS COMPACTION A. PERFORM ALL WOf I AND A THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN S INSTALLED CANTILEVERED A ALL BEAM NS lUIED WITH CROWN lA UNLESS OTHERWISE NOTED CAN LEVERED TIMBER (MIN.) A STRUCTURAL TO BE SOUTHERN PINE #2 MIN. STRESS GRADE LUMBER S UCTURAL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES OR A TECHNIQUES, GEOLOGICAL REPORT: NATURE. HOWEVER THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH B. FOUNDATIONS MONOLITHIC OR SPREAD FOOTINGS BASED A SOIL THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE • FB = D FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE - P F. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE Y OF 2 0 BE BEARING CAPACITY OF 2� S FINAL TRUSS LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. B. 3- MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE AND MASONRY. TE A TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER AND ARCHITECT TO THE START OF CONSTRUCTION. POINTS, BEARING POINTS, ETC:) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTSOSTS THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" P OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS D TIMBER CONSTRUCTION SHALL B. ALL TIMBER AN N COMPLY WITH SPECIFICATIONS AND OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C. AFTER STANDARD afANING AND GRUBBING HASaEEN COMPLETED AND APPROVED, MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. APPLY VIBRATORY COAA'ACTOR WITH A MINIMUM OF FOUR PASSES. TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; POURING OF FOUNDATION. D. ALL SUB -SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4's. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR CODES: MODIFIED PROCTORCONSTRUCTION; D. SOIL SHALL BE COMPACTED TO 98%MO y= TM D1557) TO A DISTANCE AMERICAN PLYWOOD ASSOCIATION PLYWOOD DESIGN WOOD . OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIEy DENSITY TEST SHALL BE WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY E. DOUBLE 2'X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAYBE USED IN LIEU SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL A ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY 1N THE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 ROFESSIONAL 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 CONSTRUCTION THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS, GRADE LUMBER AND ITS FASTENINGS. G, B DENSITY TESTIS) SHALL E FURNISHED TO THE ARCHITECTIENGINEER 1 SAFETY AND FIRE CODES. CONTRALTO ZONING ELECTRICAL PLUMBING LIFE S BUILDING, SORE SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE 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. CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. E. 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 TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO ®E AS MANUFACTURED BY USP OR SIMPSON. OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ( ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL F. TERMITE PROTECTION SHALL BE W ACCORDANCE WITH SECTION 1816 OF THE FL TPI 1-2007; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND BUILDING CODE 2017. TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURE$ AND AGENCIES APPROVED BY US PROCEDURE PS 2094. SPECIFICATIONS FOR MASONRY STRUCTURES (ACI / 5- 402-13). BUILDING - PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS IFICA ONS RWO CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD ANY OPENING, THE PAPER SHALL BE CAF€FULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TR RKS CONSTRUCTION (ANSIMFOPA NDS-2015). CONCRETE: THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR OF AMERICAN PLYWOOD ASSOCIATION. " CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES. S. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD ENERGY CODE. CONTRACTOR SHALL REQUIREMENTS OF THE FLORIDA MODEL ENE REQUIREMENTS OF ACI. . 318- 14. QU A S PROJECT THIS RO ECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT P NT PARTITIONS, AND SHALL TRADEMARK IN WITH I T ACCORDANCE WITH THE REFERENCED STANDARDS. A ITS GRADE 1 HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN FAM FAMILIARIZE HI W ASTM G150 TYPES I OR N. LOW ALKALI, SILL TESTED AND SHALL BE IN ACC 0 - L ACCORDANCE WITH ACI 530-13/ASCE 5-13/TMS 4 2 13, BUILDING CODE HAVE AT LEAST A DOUBLE STUD POST ATALL ENDS CORNER WINDOW AND DOOR OPENINGS. PIECE WITH pEFE RA DEFECTS - TSS C HALL NOT BE USED REGARDLESS OF GRADING. ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. B. PORTLAND CEMENT:: CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (CID) EXT-DFPA, (GC) MORE THAN 0.2 PERCENT. REQUIREMENTS FOR MASONRY STRUCTURES. 1. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, GD EXT-DFPA, STRUCTURAL I (CID) FELT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. PERMITS: C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: A THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING OR OTHER DELETERIOUS MATERIALS. IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND . AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT, PLACING OF HORIZONTAL J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THISTHAN SPECIFIC USE NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN 1%" THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING .LOB CONDITIONS: E. SAND: ASTM G-33 FOR SLABS ON GRADE. 'fix _ _ REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. A THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / R FOUNDATIONS: INSTAI-L 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 NOT TO EXCEED 1,000 ST. IN B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE SOILS REPORT. VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 3,000 S/F SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS 0. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION. AFTER CLEANING AND INSPECTION. L FIRE -BLOCKING: INSTALL IN CONCEAL® SPACES BOTH VERTICAL AND HORIZONTAL, C. DOORS, BATH � SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF -SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. 2,500 PSI FOR FOOTINGS & SLABS ON GRADE & %000 PSI FOR BEAMS, COLUMNS AT 28 E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 4DO 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 CHIMNEYS, FLOOR JOISTS OR TRUSSES. FOOT-POUND IMPACT TEST DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO CODE (ACT TUBA) THE ACI DETAILING MANUAL (ACI 315MTEST EDITION), AND THE SPECS. CONCRETE FOR BUILDINGS (ACI EDITION). CONCRETE .FOR STRUCTURALREINFORCING MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED SHOP DRAWINGS: D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, N NOT SCALE DRAWINGS. REQUIRED By COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED, PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY It 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 F. ALL MORTAR SHALL BE TYPES IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FCR ARCHITECTS REVIEW PRIOR TO FABRICATION GLAZING PRODUCTS. CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND GRADE 60. LAP ALL BAR@ MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN STRENGTH IS REQUIRED FOR THIS PROJECT.. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. S. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11-) IN ACCORDANCE WITH ASTM THE FLOOR OF THE TUB OR SHOWER. CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, LB REINFORCING STEEL: SPECIFICATION G476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHAL- PROVIDE SHOP DRAWINGS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. 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 SECTION AND DETAILS TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). PER 2017 FBC-RESIDENTIAL, BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING ALL DETAILS. SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE SECTION R310. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. NONSTRUCTURAL MEMBERS DURING CONSTRUCTION. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION. 1ST & 2ND FLOOR TIE G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATION FOR THE • SLAB ON VAPOR BARRIER 2"(ELEVATED 1 )V) PLUMBING FIXTURES: CODE. WORK NECESSARY TO COMPLETE CONSTRUCTION: • BEAMS AND COLUMNS 1 112" DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY'PUBLISHED BY THE • FORMED CONCRETE BELOW GRADE 2' NATIONAL CONCRETE MASONRY ASSOCIATION. H. ALL NEW SINGLE; -FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND • UNFORMED BELOW GRADE 3" A ALL SHOWER HEADS SHALL HAVE ANIISCALDING PROTECTION TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE "N.I.C' • FOOTING 3'CLEAR AT BOTTOM & SIDES 2'CLEAR OF TOP STRUCTURAL STEEL: PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A AND FINISHED PROJECT OTHER THAN ITEMS MARKED (NOT IN CONTRACT) • WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE DOOR THAT HAS A MIN. 29" CLEAR OPENING. HOWEVER, IF ONLY A TOILET ROOM IS CLEAN UP / REPAIR: • SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Xi" CLEAR AT TOP (EXTERIOR) • BEAMS 1 1/2" CLEAR TO STIRRUPS A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE PROVIDED AR GRADE LEVEL, SUCH TOILET ROOMS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 29 INCHES, PER 2017 FBC-RESIDENTIAL, SECTION R320.1.1. . COLUMNS 1 1/2" CLEAR TO TIES EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. THERMAL MOISTURE PROTECTION: 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 WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017 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 ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: 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 MINIMUM OF Rao CLG INSUL IN CLIMATE ZONE 1, R38 CLG INSUL IN CLIMATE ZONE 2. 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 MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW DIA), TO FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO BEAMS. PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY MATCH ADJACENT AREAS AND SURFACES. 3) ALL TIE BEAM REINFOFWING SHALL EXTEND INTO SPAN OF ANY ADJ. STR BEAM PER ELECTRODES. CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY WINDOW AND DOOR HEA06. ARCHITECT/DESIGNFR. INSTALLATION SHALL BE PER MANUFACTURER'S A. PER 2017 FBC-RESIDENTIAL, TABLE R301.2(l),'SUBJECT TO DAMAGE FROM 5) DROP BOTTOM OF TIE SEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE WEATHERING IS CLASSIFIED AS'NEGUGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS VERY DEPTH) & ADD 2 #5 BOTTOM. IF DROP EXCEEDS V U.N.O. ON PLANS. WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT SUPPORT U.N.O. OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. co r` O 0j F EL Ix 0 co 9 yF Z w C3 cj m ARCHITECTURAL CS COVER SHEET SP SITE PLAN A101 FLOOR PLAN A201 ROOF PLAN A301 FRONT & RIGHT ELEVATIONS A302 REAR & LEFT'ELEVATIONS L NATIONS 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, 1st FLOOR FRAMING PLAN, & DETAILS S2 ROOF FRAMING PLAN & DETAILS S3 STRUCTURAL DETAILS S4 STRUCTURAL NOTES & DETAILS r 1 1 LO 0 r `W r W a REVISIONS BY DATE Q fewsfl81Bm DWD 0&07.18 tQ amDEP.00NEM18#1 DND 06.16.18 � 11/ U N N U v 1 cd rr � .ti b 0 a 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 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. 30% = 3,378 S.F. (MAX) ) +/-11,927 S.F. LOT COVERAGE (SEE CALCULATIONS. THIS SHEET) 22.63% = 2,699 S.F. ROADWAY FRONTAGE 30'-0" (MIN) 59'-0" FRONT SETBACK 25'-0" (MIN) VARIES (25'-6" MIN.) REAR SETBACK 15'-0" (MIN) VARIES (23'-10" MIN.) SIDE SETBACK T-6- (MIN) 8'-0" LEFT/ 8'-0" RIGHT STRUCTURE HEIGHT 35'-0' (MAX) +/-15'-4" 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 2699 SF 2699 SF SITE PLAN ,* 1/8"=1'-0" O <7 <1 �J c* REVISIONS BY D 1m PERMRSETS ISSUED DWDI DWD O' BLDG. DEPT, COMAENTS#1 DWD OE r �/O i O W G W Lin W O Q I W O U O� i �NO O�w O4-1 U U o Oct h-� .F �' } U �/�4-14 J Lo JUN 19 7mR FL-0011105 FIRM-AA001 ALL IDEAS, DESIGNS, ARRANGEMENTS ,& PLANS INDI OR REPRESENTED BY THIS DRAWING ARE OWNED B' THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECC WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEA DESIGNS, ARRANGEMENTS, OR PLANS SHALL Be USE OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORA FORAM PURPOSE WHATSOEVER WITHOUT THE WR PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, F WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL PRECEDENCE OVER SCALE DIMENSIONS. CONTRACT SHALL VERIFY& BE RESPONSIBLE FOR ALL DIMENSIC CONDITIONS ON THE JOB, & THIS OFFICE MUST BE N OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DE OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS FOR APPROVAL BEFORE PROCEEDING WITH FABRIC/ ON ITEMS SO NOTED. 02018, ALL RIGHTS RESERVEC RANDALL STOFFT ARCHITECT, PA, sp S.: �1/4" FILLET WELD AROUND BASE OF BOLLARD 4" 6" x 6" x 1/4" STEEL 6" BASE PLATE (ASTM A36) STEEL BASE PLATE SEE SHEET A303 FOR WINDOW & DOOR SCHEDULES A -A 1 A303 A302 1 1 A301 A -A A303 FLOOR PLAN 1 1 /4"= V-0" VOLUME: ( I I FLOOR & ATTIC SPACE =1 = 18,377 rt' 2 A3o1 1 st FLOOR PLAN 100 SERIES KEY NOTE LEGEND 101 BUILDER SUPPLIED&INSTALLED ELHL"TRIC, FRONT LOAD, POLL SIZE CLOTHES DRYER 102 BUILDER SUPPLIED& INSTALLED ELECTRIC, FRONT LOAD. FULL SIZE CLOTHES WASHER. 103 CHROME FRAME& TEMPERED GLASS SHOWER ENCLOSURE & DOOR SYSTEM. 104 SAND SET PAVERS ON GRADE. MAX. 2% HORIZONTAL SLOPE. 105 16" DEEP x I8" HIGH SHOWER SEAT. 106 BUILDER SUPPLIED & INSTALLED 36"x66" ROMAN STYLE TUB EST IN TUB DHCIL VERIFY UNDERMOUNT OR DECK MOUNT TUB & LOCATION OF TUB CONTROLS. 107 22" x 54" ATTIC ACCESS BATCH IN GARAGE ONLY. SEE DETAIL ON DETAIL SHEET. 105 22"x36" ATTIC ACCESS HATCH. SEE DETAIL ON DETAIL SHEET. 109 `IR HANDLING UNIT #1 IN AMC HUNG FROM ROOF TRUSSES. SEE MECHANICAL PLANS, A.C. COMPRESSOR #1 ON MIN. 6" IHGBCONCRETE EQUIPMENT PAD. VERIY SIZE 110 OF PAD W/ A.C. COMPRESSOR SPECIFICATION. SEE STRUCTURAL DW(P6 FOR CONCRETE PAD DETAILS. 111 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL 36" REFRIGERATOR/ FREEZER COMBO, SHE KITCHEN NOTE BELOW . 112 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL SLIDE INELECTRIC RANGE W/ VBNMLATORHOOD ABOVE VENT PIPE THROUGH ROOF. SEE KITCHEN NOTE RELOW. 113 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL, UNDER MOUNT, SINGLE BOWL SINK w/GARBAGE DISPOSAL. SEE KITCHEN NOTE BELOW. 114 BUILDER SUPPLIED& INSTALLED STAINLESS STEEL DISHWASHER SEE KITCHEN NOTEBELOW. 115 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL MICROWAVE ABOVE RANGE. OTH W. 116 3"DM. STEEL PIPE BOLLARD BOLTED TO CONCRETE SLAB. SEE DETAIL THIS SHEET. 117 BUIDR"PLIED &INSN TRICHOTWATERNEATERW/ BEAT PUMP. 119 BLMXARSUPPLMD&INSTALLEDVENTELATUD VINYLODATED CLOSET SHELVING. 119 NOTUSED. 120 NOTUSET. 121 BIELDWSUPPLIED&INSTALLED SAND SET PAVERS. 122 36"H((MPREPCOUNTERTOPw/CABINETSABOVE&BELOW. SEEKITCBENNOTE BELOW, 123 36"HIOH(FINISHED) PREP COUNTERTOP w/ CABINETS BELOW. SEEKITCHENNOTE BELOW, lu 4TBIOH(P:SHED)COUNTERTOPw/KNHHSPACE. PROVIDE2x6 WOOD STUD KNEEWALL SUPPORT BELOW. SHB IQfCHBN NOTE BELOW. 125 36" HIO14(PIINISEED) BATHROOM VANITY W/CABINET BELOW. 126 NOTUSED. 127 HOSEBE. 129 LATTICE PANEL ABOVE. SE ELEVATIONS. 129 BUILDER SUPPLIED& INSTALLED VANITY MIRROR FULL VANITY WIDTH, MIN. 42" HIGH ABOVE VANITY TOP. 130 42"HIOH KNEHWALL. 131 VINYL PAUX SHUTTERS. SHUTTERS TO HE I2 THE WINDOW WIDTH, UNLESS NOTED OTHERWISE. SEE ELEVATIONS & BUILDING SECTION. 132 +/-1-1,41 STUCCO COLUMN BUMP OUT. SEB BLEVATIONS. 133 Kw- E-11 BATT. INSULATION IN CAVTHES BETWEEN STUDS BETWEEN AIR CONOTftONED &NON -AIR CONDITIONED SPACE. NOTK& LYH&ES ALL KITCHENAPPISANCE SPECIFICATIONS & LOCATIONS, AS WELL AS CAB INHHEY w/ KITCHEN CABIET SUPPLIER. GARAGE NOTES: I- THE GARAGE SMALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. 2. THE GARAGE SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE THE GARAGE BY NOT LESS THAN 5/8" TYPE'X' GYP. BOARD APPLIED TO THE GARAGE SIDE. 3. DUCT WORK WHICH PENETRATES THE WALLS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE CONSTRUCTED OF A MIN. OF NO.26 GAUGE SHEET METAL OR OTHER APPROVED MATERIAL. ALL OTHER PENETRATIONS TO BE PROTECTED AROUND THE OPENING BY AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 4. INTERIOR SIDE OF GARAGE EXTERIOR CMU WALLS TO BE SKIM COAT STUCCO. ALL OTHER WALLS TO BE PAINTED GYP. BOARD AS NOTED ABOVE. 5. PROVIDE MIN. R-13 BATT INSULATION IN STUD WALL CAVITY FOR WALLS SEPARATING GARAGE FROM INTERIOR AIR CONDITIONED SPACE. 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. )TAL AIR CONDITIONED AREA CALCULATION I FLOOR 1976 SF /C AREA 1976 SF TOTAL NON -AIR CONDITIONED + AIR CONDITIONED AREA CALCULATION 2-CAR GARAGE 483 SF A/C -1 ST FLOOR 1976 SF COVERED ENTRY 44 SF COVERED OUTDOOR ENTERTAINING 193 SF TOTAL AREA 26H SF GARAGE VENTILATION CALCULATIONS PER 2017 FBC-MECHANICAL VENTILATION PER SECTION 403" TABLE 403.3.1.1: OCCUPANCY: GARAGE (483 S.F.) CFM/ CAR: 100 CFM # OF CARS: 2 CFM REQUIRED: 2 x 100 = 200 CFM WIND Q 3 MPH = 264 FT/MIN 200 CFM/ 264 FT/MIN = 0.76 S.F. VENTILATION REQ'D 0.76 S.F. x 144 SQ. IN.=109.44 SQ. IN. VENTILATION REQT) (2), 8"x16" VENT BLOCK REQUIRED. r—, A 7T . ■ (I. REVISIONS BY DATE Q PERMR SETS WAED OM 05.07.1E _. &DO. DEPT, COIMBILSM DM 06.15.18 W O O f W i vJ 1 N o O M O ;-J U U t4 cd (� "o cd f� Q) uC.) 0 ANN Job No, 13060113 JUN 19 2018 FL-0011105 FIRM AA003n ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERECREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLAN$ SHALL BE USED BY, OR DISCLOSED TO ANY PERSON. FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. C wS. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. A101 q REVNIONS BY N PERMIT SETS ISSUED DWD WO, TRUSSES @ 24"( (SEE STRUCTURP A -A 1 A303 A302 VAInnn OnnIC 1 I A301 AA ,�- ROOF PLAN DOD ROOF ZUSSES SPACED 24" O.C. MAX. EE STRUCTURAL DWG's) NOTE: PROVIDE A FLOAT SWITCH IN DRAIN PAN INTERLOCKED W/AHU CONTROL CIRCUIT. / PROVIDE 112"0 THREADED ROD W/ WASHERS & DOUBLE NUTS @ E.E., RUN ROD FROM CHANNEL BELOW UNIT UP THRU TOP CHORD OF ROOF JOIST. ROOFTRUSSSTRUCT. —� SUPPORTSYSTEM Z PPLY AIR DUCT a W W U) RET. AIR DUCT - I �� L SLOPE CD 1/8"/FT. MIN. PROVIDE CD DRAIN TRAP W/ MIN. 2" WATERSEAL PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS NOT TO SCALE I AHR HANIOLNG UNUT HUNG FROM [ROOF TRUSS OZTA�L 1 3 1 THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) REFER TO STRUCTURAL ENGINEERING'S' SHEETS FOR COMPLETE STRUCTURAL & ROOF INFORMATION. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. Q L O `W r Ii a I So MAY 0 4 2018 FL-0011105 F -AA ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLAn OR REPRESENTED BY THIS DRAWING ARE OW THE PROPERTY OF THIS OFFICE. & WERE CRE, EVOLVED, & DEVELOPED FOR USE ON, & IN CO WITH THE SPECIFIED PROJECT, NONE OF SUCK DESIGNS, ARRANGEMENTS, OR PLANS SHALL OR DISCLOSED TO ANY PERSON, FIRM, OR CC FOR ANY PURPOSE WHATSOEVER WITHOUT TI PERMISSION OF RANDALL E STOFFT, ARCHITE WRITTEN DIMENSIONS ON THESE DRAWINGS: PRECEDENCE OVER SCALE DIMENSIONS. CON' SHALL VERIFY & BE RESPONSIBLE FOR ALL Ott CONDITIONS ON THE JOB, & THIS OFFICE MUS' OF ANY VARIATIONS FROM THE DIMENSIONS A CONDITIONS SHOWN BY THESE DRAWINGS. Si OF ADEQUATE SCALE MUST BE SUBMITTED TC FOR APPROVAL BEFORE PROCEEDING WITH F, ON ITEMS SO NOTED. 02018. ALL RIGHTS REST RANDALL STOFFT ARCHITECTS P A. TOP OF BEAM ELEVATION @+1T-1"ABV FIN. FLOOR rn TOP OF BEAM ELEVATION T @+9'4" ABV FIN. FLOOR I I 1 A301 q m I I oIiILI TOP OF SLAB ELEVATION @ T-0" 76m- GARAGE TOP OF SLAB ELEVATION @ -9-V B.F.F, 12 6 079 AEI n MIN. 3 OUTRIGGERS ON SIDE N u) Y 007 005 4'-0" z (V MIN, 48" RFI I RN ON SIDE 0 t`7 12 6 TOP OF BEAM ELEVATION —------------- --- @+11'-1"ABVFIN, FLOOR — — — TOP OF BEAM ELEVATION @+9'-4"ABV FIN. FLOOR I 1 I q A302 I 1 -- ---- --------------- TOP OF SLAB - - ELEVATION @ 0'-0" n RIGHT ELEVATION L 1/4"=V-0" A -A A303 005 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 IMPACT 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 0l 5 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF 015 IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY SIDELIGHT SEE DOOR SCHEDULE 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 FACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE) 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 017 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR Ell DOOR SCHEDULE) 008 6%6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 018 A.C. COMPRESSOR EE FLOOR PLAN) (SEE TYPICAL WALL SECTIONS) 009 6" FOAM CORE & SMOOTH STUCCO FINIS_ H BRACKET 019 VINYL VERTICAL FAUX WINDOW SHUTTER (1/2 WIDTH OF (SEE DETAIL AS INDICATED THE WINDOW UNLESS NOTED OTHERWISE) 010 DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD, 020 FIXED IATTICE PANEL. (SEE DETAIL AS INDICATED) 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 DWGs 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 "AMES ON ENTIRE HOUSE TO BE WHITE. I - - TOP OF BEAM ELEVATION ik @+I1-1" ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'-4" ABV FIN. FLOOR 71 2 A301 TOP OF SLAB - ELEVATION @ 0'-0" REMIONS BY DATE QPERMIT SETS ISSUED DWD 06.07.18 1� W I Ww W ^ N O I-� r. Q5 U 0 u L, MAY 0 4 2018 FL-MM05 FIRM AA0033n ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & 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 FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS RA, A301 FRONT ELEVATION 1 /4"=1'-0" .- 6•,. TOP OF BEAM ELEVATION @+11'-1" ABV FIN. FLOOR TOP OF BEAM ELEVATION @+94" ABV FIN. FLOOR i 1 A302 I TOP OF SLAB ELEVATION @ V-0" TOP OF BEAM ELEVATION Y @+11'-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'4" ABV FIN. FLOOR I 2 OIL A301 I TOP OF SLAB ELEVATION @ 0'-0" A -A A303 TOP OF BEAM ELEVATIO @+11'-V ABV FIN. FLOOR TOP OF BEAM ELEVATION @+94" ABV FIN. FLOOR 1 A301 TOP OF SLAB ELEVATION @ 0'-0" GARAGETOP:0 " SLAB ELEVATION @ -0'-BB.F.F. LEFT ELEVATION 1/4"=1'-0" MATERIAL LEGEND MARK MATERIAL MARL{ MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL. (GRAY) COLOR 011 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 IMPACT 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 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 DOOR SEE DOOR SCHEDULE) 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 017 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR (SEE DOOR SCHEDULE 008 6"x6" FOAM CORE, & SMOOTH STUCCO FINISH OUTRIGGER (SEE TYPICAL WALL SECTIONS 018 A.C. COMPRESSOR (SEE FLOOR PLAN 009 61 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 Ot0 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. TOP OF BEAM ELEVATIONih @+11'-1"ABV FIN. FLOOR rn TOP OF BEAM ELEVATION @+914" ABV FIN. FLOOR I 2 I � A302 I I TOP OF SLAB ELEVATION @ 0'-0" REAR ELEVATION 1 /4 1,-O„ r O Lo (z REVISIONS BY A PERMIT SETS ISSUED DWG W Q O u MAY 0 4 2018 OR REPRESENTED" BY THIS DRANANG ARE O\ THE PROPERTY OF THIS OFFICE. & WERE OR GUNDI I IONS SHOWN BY THESE DRAWINGS:: OF ADEQUATE SCALE MUST BE SUBMITTED 1 FOR APPROVAL BEFORE PROCEEDING WITH ON ITEMS SO NOTED ® 2018. ALL RIGHTS RE RANDALL STOFFT ARCHITECTS P.A. re TOP OF BEAM ELEVATION TOP OF BEAM ELEVATION @+94" ABV FIN. FLOOR 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) A301 V VINYL FAUX SHUTTER (SEE ELEVATIONS) STUCCO SILL (SEE ELEVATIONS) STUCCO WATER TABLE (SEE ELEVATIONS) ELEVATION @ 0'-0" ELEVATION @ -OW B.F.F. 1st FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME SIZE Location Manufacturer Model ProductApproval# Approved Pressure Required Pressure Color Notes Number Interior Exterior Door Size - PR WxH Interior Exterior 101 3'-0" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD FOYER THERMA-TRU CORP. SMOOTH STAR SERIES FL#12334.7 +50.0 PSF, -50.0 PSF +34.54 PSF, -37.47 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 +31.53 PSF, -38.08 PSF WHITE RAISED PANEL, OVERHEAD 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 +35.93 PSF, -46.88 PSF WHITE RAISED PANEL, STEEL MAN DOOR 104 12'-0" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM GREAT ROOM LAWSON INDUSTRIES, INC. SGD9200 NOA# 17-1212.05 +56.7 SPF, -65 PSF +32.24 PSF, -35.44 PSF WHITE 3-PANEL STACKING SLIDING GLASS DOOR 105 2'-8" x 8'-0" ALUMINUM I ALUMINUM I ALUMINUM I ALUMINUM I MASTER BEDROOM I LAWSON INDUSTRIES, INC. LA PORTE I NOA #17-1212.09 +76.0 PSF, -76.0 PSF +35.93 PSF, - 39.14 PSF WHITE FRENCH DOOR 1st FLOOR INTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Remarks Number SIZE Type Door Size - PR WxH Material I Type 110 T-O" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. 111 2'-10" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG 2-CAR GARAGE SEE INTERIOR DOOR NOTE #1 112 PR 1'-4" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG BEDROOM #3 CLOSET 113 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #2 114 2'-8" x 8'-0" PRE -HUNG RAISED PANEL WOOD PRE -HUNG BEDROOM #3 115 2'-8" x 8'-0" 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. 117 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BATH 118 4 A 9" x 8'-0" PRE -HUNG, LOUVERED WOOD WOOD SITTING/ FUTURE BEDROOM W.I.C. 119 2'-6" x 8'-0" PRE -HUNG RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. 120 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #3 SEE INTERIOR DOOR NOTE #2 121 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG HALL CLOSET 122 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #2 123 4 1'-0" x 8'-O" PRE -HUNG, LOUVERED WOOD WOOD BEDROOM #2 CLOSET 124 PR 1'-4" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG SITTING/ FUTURE BEDROOM #4 CLOSET 125 PR 2'-0" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM #4 INTERIOR DOOR NOTES: 1. GARAGE DOOR TO BE MIN. 1-3/8" THICK, BE SELF -CLOSING, & HAVE SOLID RABBETED JAMBS PER 2017 FLORIDA BUILDING CODE, RESIDENTIAL, SECTION R302.5.' 2. PROVIDES 29" CLEAR OPENING, SEE NOTE 'H' ON COVER SHEET. 1st FLOOR WINDOW SCHEDULE Number Size Sill Height Head Height Frame Material Type Location Manufacturer Model ProductApproval# Approved Pressure RequiredPressure Color Notes Width Height Interior Exterior 101 2'-0" 4'-2" T-10" 8'4" ALUMINUM ALUMINUM SINGLE HUNG UTILITY ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +37.80 PSF, 41.00 PSF WHITE 102 T-O" 5'-2" 2'-2" T-4" ALUMINUM ALUMINUM SINGLE HUNG 2-CAR GARAGE LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +36.7( PSF, -39.91 PSF WHITE 103 2'-0" T-2" 4'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG BATH #2 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +37.80 PSF, -41.00 PSF WHITE SHOWER WINDOW 104 6'-0" 6'-2" 1'-10" 8'.0" ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDRO M #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +34.57 PSF, -45.15 PSF WHITE EGRESS WINDOW 105 2'-8" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +36.86 PSF, -42.74 PSF WHITE 106 2'-8" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF -80 PSF +36.86 PSF, -42.74 PSF WHITE 107 2'-8" 6'-2" 1'-101, 8'-0" ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +36.86 PSF, -42.74 PSF WHITE 108 2'-8" 6'-2" 1'-10" V-0" ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +33.22 PSF, -41.45 PSF WHITE EGRESS WINDOW 109 5'-0" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM FIXED MASTER BEDROOM LAWSON INDUSTRIES, INC. PW4200/6200 NOA# 17-1212.13 +68 PSF, -68 PSF +33.22 PSF, -41.45 PSF WHITE 110 2'-8" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG MASTER BF DROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +33.22 PSF, -41.45 PSF WHITE EGRESS WINDOW 111 2'-8" 5'-0" Y0" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG MASTER BATH LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +36.97 PSF, 40.17 PSF WHITE 112 5' 4" 5'-0" 3'-O" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG MASTER BATH LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +35.36 PSF, -38.56 PSF WHITE 113 6'-Q" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #2 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +34.57 PSF, -44.15 PSF WHITE EGRESS WINDOW 114 3'-0" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG SITTING( FUTURE BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +37.27 PSF, -39.47 PSF WHITE EGRESS WINDOW 115 3'-0" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG SITTING/ FUTURE BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +g0 PSF, -80 PSF +37.27 PSF, -39.47 PSF WHITE EGRESS WINDOW 5 V CRIMP METAL ROOF (SEE ELEVATIONS & TYPICAL WALL SECTIONS) FOYER 12 sF MONOLITHIC FOOTING & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) WOOD ROOF TRUSSES (SEE STRUCTURAL DWG's) LIVING ROOM BEYOND 8 RAISED ISLAND (SEE FLOOR PLAN) SEE TYPICAL WALL SECTIONS FOR ROOF CONSTRUCTION DETAILS SEE TYPICAL WALL SECTIONS FOR ROOF INSULATION DETAILS 12 (11 ITnr)rlR MUUIVI 8 MONOLITHIC FOOTING & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) CONCRETE TIE BEAM 6 & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) 2'-0" STUCCO BAND (SEE ELEVATIONS) 19=4Z61 B-U11LDING SEC TOP OF BEAM ELEVATION @+1 V-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION 0+9'.4" ABV FIN. FLOOR ELEVATION @ V-0" TI ON A -A itEMIONS I BY I DAT IAI PERMIT SETS ISSUED DWD 1 05.07. Z O ^ h", P4 0 a ti U t� r C) rd� mob:. tdAY 0 4 2018 FI-00M05-AA003375 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICAT OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECROF WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED B OR DISCLOSED TO ANY PERSON, FIRM. OR CORPORATIO FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTE PERMISSION OFRANDALL 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 DETO OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFF FOR APPROVAL BEFORE PROCEEDING WITH FABRICATIC ON ITEMS SO NOTED- 0 2018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE 2 A302 LINE OF ROOF OVERHANG STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) FLAT HEADER BOTTOM @ 8'-0" A.F.F. (SEE ELEVATIONS) LINE OF ROOF OVERHANG / Bf AS cR 9'-4" C.H. El El 9'-4" C.H. II P O II - - -- 0 7 I bA i it #2 O O O 0 9-4" C.H. 13 EXF AIR HANDLING UINT IN ATTIC SPACE VG FROM ROOF TRUSSES (EXACT LOCATION TO BE DETERMINED IN FIELD) -- - - -_ - - 9'-4" C.H. 1 AIR HANDLER u 22"x54" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION w/ TRUSS PLACEMENT 6"x6" FOAM & SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) 4 ,1 9'-4'I C.H. I I I I I I I 0 3'-0" M A -A 1 A303 A302 I I !TEXTURED STUCCO CEILING I I 1 I I I I 22"x36" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION I w/ TRUSS PLACEMENT VERTICAL LOUVERED FIXED PANEL (TYP. OF 4 I SEE ELEVATIONS) I I I I 1 A301 A -A A303 m LINE OF ROOF OVERHANG H 9'-4" C-H, DE-141 BEDROOM ##4 O 9'-4" C.H. TEXTURED STUCCO CEILING FLAT HEADER BOTTOM @ 9'-6" A.F.F. (TYP. OF 4 SEE ELEVATIONS) 6"x6" FOAM & SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) V C, AS4E Q 13mwx)m 'l IT 0„ 9'-4" C.H. n 0 BEC'i6><tJOM #2 O 9'-4" C.H. T-0" MAX. LINE OF ROOF OVERHANG STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE REFLECTED CEILING PLAN 1 /4"= V-0" C/- REWSIONS BY DATJ QPERMIT SETS ISSUED DWD 05.07. 1� W O �QO � Fii � U W N ° M nO Q I-� C� -cod [H awn VI Job No. 1306083 0sta MAY 0 4 2018 FL-0011105 AA003379 ALL IDEAS, DESIGNS. ARRANGEMENTS, IS PLANS INDICATE OR REPRESENTED BY THIS DRAWING ARE OWNED BY. & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & 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 FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHIT ECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS S CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFII OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL! OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFIC FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION EMS SO NOTED. ©2018. ALL RIGHTS RESERVED ALL STOFFT ARCHITECTS P A .. 1RAND 401 1'-93/R" 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. INTERIOR WALL & CEILING FINISH NOTES: 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 SEE STRUCTURAL ATTACHED PER LATEST FLORIDA DWG's FOR ALL NOA OR PRODUCT APPROVAL STRUCTURAL DETAILS OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" 12 EXPOSURE 1 PLYWOOD ROOF 6 SHEATHING UPLIFT & LATERAL HURRICANE STRAP NG (SEE STRUCTURAL WG's) 1 OR 2 COURSES O BOND BEAM (SEE STRUCTURAL ITWG's) PAINTED ALUMINUM TOP OF BOND BEAM _ DRIP EDGEt_LASHJgCzQYER.._ 9'-4" A.F.F. P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCI OVER PAINTED 2 x 4 WOO SUB -FASCIA • MIN. 1/4" DRIPS HI -RIB METAL LATHE & STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP — FOAM OUTRIGGER (SEE DETAIL #31 SHEET A501) 5/ 8" SMOOTH STUCCO (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE FINISH FLOOR @ EL. +0'-0" A.F.F. 00 SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) 7—Z„ TYP.OVERHANG 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NDIA 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 F E STRUCTURAL G's FOR ALL RUCTURAL DETAILS 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 STUC SIDING (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT &REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) —SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) — WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) \ WOODRATRUNS (SEE STRUCTURAL DWG's) \\\ 7 —1/2" GYP. BD. CEILING w/ Z TEXTURED FINISH ATTACHED TO UNDERSIDE A501 OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS SEE REFLECTED CEILING FIRESTOP PLANS FOR ALL CEILING DETAILS 1/2" GYP. WALL BD. w/ TEXTURED FINISH q (SEE INTERIOR WALL & CEILING b) FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C 2'-0" TYR OVERHANG 12 / SUCRASEAL (OR APPROVED EQUAL) / SPRAY FOAM INSULATION SYSTEM APPLIED PE MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED / MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) `� a --1x4 WOOD RATRUNS I o° (SEE STRUCTURAL DWG's) — Q o 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES _ (SEE INTERIOR WALL & CEILING o o SEE REFLECTED CEILING FINISH NOTES, THIS SHEET) • PLANS FOR ALL CEILING o D — — DETAILS P.T. 1x3 WOOD CONTINUOUS FIRESTOP P.T. 1x2 WOOD FURRING — @ 24" O/C 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (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 ING (SEE STRUCTURAL WG's) 1 OR 2 COURSES O BOND BEAM (SEE STRUCTURAL 7WG's) PAINTED ALUMINUM II TOP OF BOND BEAM DRIP. EDGzE_F1A$HJgG OVER_ 9'4" A.F.F. P,T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCI OVER PAINTED 2 x 4 WOO SUB -FASCIA !� MIN. 1/4" DRIPS — 2'-0" HI -RIB METAL LATHE & TYP. OVERHANG STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #31 SHEET A501) 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE STRUCTURAL DWG's) —MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's)� GRADE SLOPED AWAY —4" CONCRETE FLOOR FROM STRUCTURE SLAB ON GRADE (SEE STRUCTURAL DWG's) FINISH FLOOR @ EL. +0'-0" A.F.F.. _I 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL -1 III ---III COMPACTED CLEAN FILL - SEE STRUCTURAL -- -I , III III ( (SEE STRUCTURAL DWG's) v DWG's FOR ALL _ - _ _.-III=III-- III III -I 11 -III = STRUCTURAL DETAILS MONOLITHIC FOOTING SEE STRUCTURAL THIS WALL SECTION (SEE FOUNDATION PLAN) DWG's PERTAINS TO FRONT ELEVATION ONLY 1-STORY WALL SECTION 3/4"=V-0" TYPICAL EAVE DETAIL 1-1/2"=1'-0" 12 6 F SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC'S TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED 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) 1/2" GYP. BD. CEILING w/ 3 TEXTURED FINISH A601 ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) SEE REFLECTED CEILING PLANS FOR ALL CEILING P.T. 1x3 WOOD CONTINUOUS DETAILS FIRESTOP � 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) `—P.T. 1x2 WOOD FURRING @ 24" O/C / MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) FLOOR FINISH (SEE INTERIOR DESIGNER DWG's) r III = 4" CONCRETE FLOOR _ III —III SLAB ON GRADE " i iII (SEE STRUCTURAL DWG's) _ __ _ 1 i—_1 I �6 MIL VAPOR BARRIER OVER _I I I-I-IIIHill -III III_ TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) SEE STRUCTURAL THIS WALL SECTION DWG's PERTAINS TO RIGHT, LEFT, & REAR ELEVATIONS 1-STORY WALL SECTION 3/4"=V-0" (I - REVISIONS BY DATE QPERMIT SETS ISSUED DWD 05.07.11 i W O p �QO V W ^ N OM° 1 Q1 I-i O CII I'� I 4-3 V3 mwilsomm mmm am Job No. 1306083 0 �s MAY 0 4 2018 P'L-0011105 -M0033%9 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATE[ OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, 8 DEVELOPED FOR USE ON, 81N 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 FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E STOFFT, ARCHITECTS, PA WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY 8 BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, 8 THIS OFFICE MUST BE NOTIFIE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICI FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. 501 REVISIONS BY I QPERMIT SETS ISSUED DWD L CASING BY G.C. lX4 P.T. BUCK W/ 1/4" DIA. x WOOD CASING, PAINT GRADE 1-3/4" EMBED. @ 12" O.C., 6" E.E. (VERIFY w/ G.C.) Q 1X6 P.T. NAILER PROVIDE 2-1/4" MASONRY WOOD STUD PARTITION wJ PROVIDE SHIMS AS REQUIRED EDGE DISTANCE GYPSUM WALLBOARD WOOD DOOR Q DRYWALL SEE (SEE DETAIL SHEET) WOOD STUD PARTITION w/ (SEE DOOR SCHEDULE) Q WALL SECTIONS JAMB EXTENSION AS NEEDED GYPSUM WALLBOARD ATTACH DOOR FRAME BLOCKING AS REQUIRED (SEE DETAIL SHEET) WOOD CASING, PAINT GRADE (VERIFY w/ G.C.) _ PER LATEST NOA PRODUCT PROVIDE SHIMS AS REQUIRED DOOR STOP W APPROVALS PRE -HUNG WOOD DOOR FRAME ~` IMPACT RATED EXTERIOR WOOD CASING, PAINT GRADE DOOR STOP BEYOND V, DOOR (NOT FRENCH) PER " (VERIFY w/ G.C.) 12" MINIMUM LATEST NOA PRODUCT APPROVAL PRE -HUNG WOOD DOOR FRAME FINISH FLOOR VARIES BY ROOM c C� DOOR STOP SPEC'w/ G.C.) �G \{ ^' STONE OR BRICK BLOCKING AS RESPECIE;(VERIFY 7 Li THRESHOLD \ _ WOOD DOOR NOTES: " CONCRETE FLOOR SLAB (SEE FLOOR PLAN) PRE -HUNG WOOD (SEE FOUNDATION PLAN) a STUCCO RETURN 1.VERIFY w/ G.C. IF SOUND DOOR FRAME STUCCO FINISH NOTES: INSULATION WILL BE REQUIRED. WOOD DOOR (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED 1.VERIFY w/ OWNER IF SOUND 2. VERIFY HINGE SIDE w/ FLOOR PLAN. (SEE DOOR SCHEDULE) NOTES: WATERPROOFING AROUND FILLED CELL OR POURED PERIMETER OF ALL DOOR INSULATION WILL BE REQUIRED. INERIFY wSOUND O COLUMN BUCKS. MEMBRANE TO 2. VERIFY HINGE SIDE w/ FLOOR PLAN. INSULATION WILL BE REQUIRED. (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM 2. VERIFY HINGE SIDE w/ FLOOR PLAN. ^ HEADER, JAMBS AND SILL ON O FrT-i BOTH SIDES,TYPICAL. I *CAULK AS REQUIRED 1Y2"EEV-0" *CAULK AS REQUIRED 1y"=l'-0" *CAULK AS REQUIRED 1Yi'=V-0" VJ •• `\n V (�5'���rI n n n�j inn nn(� JAMB DOOR ONEIl3VV�IIVa N1L'-.Mo DL511/=i L � p�° - ow roOw DOo r�rwD D��a�� s"UbJ o 0 0 JAMB _ . .A a v� u��oO DOow �a�Q uwu� [��rp uw�uO DOOR 7raRENHOLD DEa aoL D �--1 � U CMU WALL OVER PRECAST INDICATES SKIM COAT PRECAST LINTEL OR LINTEL OR POURED CONC. PLASTER SMOOTH PRECAST LINTEL OR PRECAST LINTEL OR rTl POURED BEAM w/ BEAM, SEE STRUCT. POURED BEAM POURED BEAM O I--1 (SEE STRUCTURAL DWG's) FINISH (SEE STRUCTURAL DWG's ) (SEE STRUCTURAL DWG's) STUCCO FINISH _ 2X6 P.T. BUCK W/ Y4" STUCCO FINISH STUCCO FINISH (SEE ELEVATIONS) TAPCONS W/ WASHERS 1Y4" STUCCO FINISH EMBED @ 8" O.C. MAX, 2" (SEE ELEVATIONS) (SEE ELEVATIONS) Ln �..I DRYWALL SEE WALL SECTIONS (SEE ELEVATIONS) FROM CORNER TREMCO 250 FLUID APLLIED g AROUND STUCCO SURROUND -- . ° a DRYWALL SEE WALL SECTIONS TREMCO 250 FLUID APLLIED DRYWALL SEE WATERPROOFING AROUND a ' WALL SECTIONS / '� � M WATERPROOFING 1X6 P.T. NAILER Z. (SEE ELEVATIONS) j /x • H-i PERIMETER OF ALL DOOR ;. 3Y4* - / N TREMCO 250 FLUID APLLIED PERIMETER OF qLL DOOR °< BUCKS. MEMBRANE TO BUCKS. MEMBRANE TO w CORNER BEAD WATERPROOFING AROUND N. 1X6 P.T. NAILER 3Y° 1X6 P.T. NAILER w '� EXTEND 12" MIN. FROMA HEADER, JAMBS AND SILL ON CASING BY G.C. '' / PERIMETER OF ALL DOOR EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON CASING BY G.C. BUCKS. MEMBRANE TO BOTH SIDES,TYPICAL. DRIP KERF IN e ` EXTEND 12' MIN. FROM BOTH SIDES,TYPICAL. L JAMB EXTENSION AS STUCCO RETURN STANDARD 2' TRACK, HEADER, JAMBS AND SILL ON CASING BY G.C. ° JAMB EXTENSION AS NEEDED i NEEDED STUCCO SURROUND TORSION SPRING BOTH SIDES,TYPICAL. (SEE ELEVATIONS) OPERATED O.H. lX4 P.T. BUCK W/ Y4" TAPCONS P 1X4 P.T. BUCK W/ 1/4" DIA. x 1X4 P.T. BUCK W/ GARAGE DOOR. 1%" EMBED @ 8" O.C. MAX, 2" STUCCO SURROUND & 1-3/4" EMBED. @ 12" O.C., 6" E.E. DIAx 1-3/4" EMBED. , STUCCO SURROUND & . @ WD. MOULD OVER STUCCO SURROUND & FROM CORNER RETURN PROVIDE 2-1/4" MASONRY 12" O.C., 6" E.E. RETURN 1X6 SMOOTH STEEL INSULATED IMPACT RETl1RN (SEE ELEVATIONS) EDGE DISTANCE (SEE ELEVATIONS PROVIDE 2-1/4" CEDAR BD. OVER RATED OVERHEAD DOOR, (SEE ELEVATIONS) IMPACT RATED WINDOW, MASONRY EDGE 1X PT. FURRING INSTALL PER PRODUCT INSTALL PER PRODUCT DISTANCE APPROVAL APPROVAL IMPACT RATED SLIDING TREMCO 250 FLUID APLLIED IMPACT RATED FRENCH DOOR INSTALL PER WATERPROOFING AROUND PERIMETER DOOR INSTALL PER PRODUCT APPROVAL OF ALL DOOR BUCKS. MEMBRANE TO PRODUCT APPROVAL Ya''=V-0" EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. lY2"=l'-0" *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=l'-0" M Q GARAGE DOOR HEAD DETAL L L 7VPI]CQL M%n NDDOOM%n HEAD DDIIETA1 L G TYPI]CQL FREMnCN DOOR HEAD DDEJi/aL C � 6" MIN. NOTES: lX4 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 lX4 P.T. BUCK W/ 1/4" DIA. x Ank 6" MIN. OVERLAP 1. CAULKING, SEALANT, ADHESIVE, PROVIDE 2-1/4" MASONRY CASING BY G.C. 1-3/4"12"6" E.E. 1X4 P.T. BUCK W/ 1/4" DIA. x � CASING BY G.C. EDGE DISTANCE 2X6 P.T. BUCK W/ YQ' TAPCONS W/ WASHERS 1Y4" CASING BY G.C. 1-3/4" EMBED. @ 12" O.C., 6" E.E. OR GASKET SEALS WINDOW EMBED @ 8" O.C. MAX, 2" FROM CORNER PROVIDE 2-1/4" MASONRY PROVIDE 2-1/4" MASONRY FRAMING AND WALL JOINTS TO 1X6 P.T. NAILER JAMB EXTENSION AS NEEDED EDGE DISTANCE 1X6 P.T. NAILER EDGE DISTANCE ��� FORM AIR BARRIER. DRYWALL SEE 2" RECESS IN CONCRETE 1X6 P.T. NAILER IMPACT RATED SLIDING DRYWALL SEE JAMB EXTENSION AS NEEDED DRYWALL SEE 2. THESE PRINCIPL-ES ARE ALSO WALL SECTIONS DOOR INSTALL PER WALL SECTIONS WALL SECTIONS JAMB EXTENSION AS NEEDED MOISTU BARRIER APPLICABLE TO DOOR PRODUCT APPROVAL INTERIOR SILL BY G.C. WEATHERPROOFING. STEEL INSULATED IMPACT RATED 14 PPE O DIRECT - ------------------- OVERHEAD DOOR, _ — — _ IMPACT RATED FRENCH MOISTURE E/ F OM MOISTURE STRUCTURE/ FRAMI w INSTALL PER PRODUCT APPROVAL IMPACT RATED WINDOW, N DOOR INSTALL PER M PRODUCT APPROVAL * + WD. MOULD OVER 1X6 SMOOTH CEDAR INSTALL PER PRODUCT : ° APPROVAL °" ° G¢ 12" MINIMUM° ° 12" MINIMUM BD. OVER 1X PT. FURRING 12" MINIMUM• �+ 6 IN. HEAD CASING/ - STONE OR BRICK ; THRESHOLD TREMCO 250 FLUID APLLIED WATERPROOFING AROUND PERIMETER OF ° " EXTERIOR STUCCO SILL STONE OR BRICK THRESHOLD " TRIM & TREMCO 250 FLUID APLLIED ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL SURROUND STUCCOS RETURN STUCCO SURROUND & } WATERPROOFING AROUND RETURN 6" MIN. PERIMETER OF ALL DOOR ON BOTH SIDES,TYPICAL. (SEE ELEVATIONS) (SEE ELEVATIONS) _. BUCKS. MEMBRANE TO STUCCO FINISH EXTEND 12" MIN. FROM STUCCO FINISH STUCCO RETURN SEE (SEE ELEVATIONS) STUCCO FINISH TREMCO 250 FLUID APLLIED SEE ELEVATIONS STUCCO FINISH TREMCO 250 FLUID APLLIED (SEE ELEVATIONS) ELEVATIONS ( ) ( ) WATERPROOFING AROUND (SEE ELEVATIONS) FOLDED OR WINDOW UNIT HEADER, JAMBS AND SILL ON CORNER BEAD PERIMETER ALL DOOR WATERPROOFING AROUND rr SOLDERED FILLED CELL OR POURED BOTH SIDES,TYPICAL. FILLED CELL OR POURED STUCCO SURROUND CELL OR POURED BUCKS. MEMBRANE TO FILLED CELL OR POURED PERIMETER ALL DOOR SILL FLASHING COLUMN COLUMN (SEE ELEVATIONS) _FILLED COLUMN EXTEND 12" MIN. FROM COLUMN BUCKS. MEMBRANE TO (SEE STRUCTURAL DWG's) STUCCO SURROUND & (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) HEADER, JAMBS AND SILL ON (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM JAMB CASING/ TRIM SILL (SLOPED TOP) RETURN BOTH SIDES,TYPICAL. HEADER, JAMBS AND SILL ON OVERHANGS (SEE ELEVATIONS) BOTH SIDES,TYPICAL. AIMM APRON +/_ 1" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1y2''=l'-0" M9n OMDOOMn nM/Q-TC RpC 0oMmC T SLUNG GLASS DOOR JAM DDC=Ui L p C�aLapAGE DOOR JAMB DDEI`A fL � TYPWAL WI]NDDOOM9n JAMB DDETAL G 'rVPNCAL FRE(uNCC I DOOR JAMB DDETAL � Job No. 1306083 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, SLIDING GLASS STUCCO DOOR JAMB EXTENSIO 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & ALUMINUM DOOR SILL RISER (SEE MFG. SPEC's) MOULD & 1X6 SMOOTH CEDAR BD. EXTENSION JAMB AS NEEDED DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. SLIDING GLASS DOOR IMPACT RATED WINDOW, (SEE DOOR SCHEDULE) *ADJUST FINISH FLOOR AS INSTALL PER PRODUCT IMPACT RATED STUCCO IMPACT 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY TO FINISH OUT FLUSH STUCCO SURROUND APPROVAL EXTENSION JAMB ALUM. FRENCH DOOR GAIN. ATTACHMENT PER w/ SLIDING GLASS DOOR SILL BEYOND ELEVATIONS) &ALUM. THRESHOLD, MAX 0 4 2018 MFG. SPECIE; RISER (SEE STUCCO SILL 1X4 P.T. BUCK W/ 1/4" DIA. INSTALL PER 4. ALL WINDOWS &EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAIN EXTERIOR FLOOR STUCCO RETRUN (SEE ELEVATIONS) x 1-3/4" EMBED. @ 12" O.C., PRODUCT APPROVAL FTRIvI /iA01 COEFFICIENT (SHGC) AND 'U'FACTOR VALUES AS INDICATED IN THE ENERGY FINISH FLOOR SLAB) 6" E.E. TREMCO 250 l� O CALCULATIONS. CONCRETE (SEE FLOOR PLAN SEE STRUCTURAL DWG's SLOPE DRIVEWAY PAVERS E PROVIDE 2-1/4" MASONRY WATERPROOFING MEMBRANE 1X P.T. BUCK W//4 i „ AROUND PERIMETDER OFIALDL DOOR ALL IDEAS DESIGNS ARRANGEMENTS OR REPRESENTED 9Y THIS AVANG REO N E pRAW NG ARE owNE PROPERTY ERTY OF THIS OFFICE. & WERE CREATI 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED ^ j (VERIFY w/ G.C.) SL PE EDGE DISTANCE MEMBRANE TO @ PZ O C 122 ED oLveO, &DEVELORED FOR USE WITH THE SPECIFIED NONE HALL Bl WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THEHu TREMCO 250 FLUID APLLIED " 2/2 SILL &APRON BY G.C. WATERPROOFING AROUND nE 1B2" MIN. FROM HEADER, JAMBS FROM CORNERS. SCT oesoGs oleo ro nNv"Ed OR PLAINSSHALL BE OR CORP FOR ANY PURPOSE wrlATsoEVER WITHOUT THE MA" ARCHITECT. d . • v PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO Z AND SILL ON BOTH SIDES,TYPICAL. FLOG Y FINISHED R B WRITTEN pfMEN510NS ON THESE pRAWINGS SH/ WRITTESIONOFRANDALLE. THESE DRAWINGS OVER SCALE DIMENSIONS.L DIME. SHALL SHALLPRECVERIFY FORALLMUST 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS. d a EXTEND 12" MIN. FROM g STONE OR BRICK PAVERS, OWNER IONS ON THE JOB &THIS OF ANYIONsaNrHELRO THE DI OFFICE MUST[ OF ANY VARIATIONS FROM THE DIMENSIONS ANC ®° HEADER, JAMBS AND SILL ON N 1X6 P.T. NAILER RISERS & THRESHOLD (TYP.) co"omoNs seowN BY THESE OrenwlNcs. seat ROLE SUBMITTED I wTHF TO sfi 7. ALL WINDOWS &DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING INDICATES CONCRETE SLAB BOTH SIDES,TYPICAL. DRYWALL SEE WALL FOR APPROVAL BEFORE oNITEMs so Na �20HITAC ALL reIGHTS RESER MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW AR RANDnus oFEr ARCHI ecrs RA. OR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION. (SEE STRUCTURAL DWG's) SECTIONS as 3/a°RECESS CONCRETE 8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS, STEEL INSULATED IMPACT STUCCO FINISH (SEE ELEVATIONS) w z SLAB TYP. L) Q MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION. RATED OVERHEAD DOOR, POURED CONCRETE SILL to o ° 1" RECESS @DOOR CONCRETE FLOOR INSTALL PER PRODUCT (SEE STRUCTURAL DWG's) c '3Y2" ° °°4Y2" THRESHOLD 9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVE SLAB APPROVAL I WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR 8" A 601 MAXIMUM PRIVACY. *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=V-0" GARAGE DOOR R SOUL DD ETQOL *CAULK AS REQUIRED 1Yi'=V-0" *CAULK AS REQUIRED 1Y2"=1'-0" C Ci LG3000 G�3 Wn NDOW & [DOOR GENERAL MOTES S SLUNG GLASS 0000 R MLL DCVAi L rvG vj ,WIN \ARN000 ULL BETAL L E TYpOC AL FRENCH DOOR SADDLE DC�MUL� 'A PLUMBING G SER 1/2" HW & CW PIPING 2" DIA. WASTE FINISHED FLOOR �1Py BOG O 1181,IF1. A" E SIR, To so GUY GRAY SPACE SAVER WITH 4" DEEP BOX FOR METAL STUD WALL WATER HAMMER ARREST( HW & CW HOSE CONNEC WNACUUM BREAKERS (WATTS OR EQUAL) FINISHED WALI WASHING NG MACfNM COfNNIEC MNI 1027ML 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. 2* 3" 2^ \ 3" R icR IL P� 2AVYLI I I I 7 APB% 3^ j21" 2 MIN. - z / r � r 2017 FLORIDA BUILDING CODE -RESIDENTIAL NOTE: PER SECTION P2705 INSTALLATION, NOTE #5: WATER CLOSETS, LAVATORIES AND BIDETS. A WATER CLOSET, LAVATORY OR BIDET SHALL NOT 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 A CLEARANCE OF NOT LESS THAN 21 INCHES IN FRONT OF A WATER CLOSET, LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR. NOT TO SCALE � 6 TYPICAL FLUIMI o KO MKTUIRE C�LEARA�NC IE nv 1 vvlx 1 L-rxx ` COLD WATER SUPPLY.. SUPPLY 11 WATTS BRVT PRESSURE RELIEF VALVE HEAT PRESSURE TRAPS RELIEF DRAIN HOT WATER WITH 2" AIR GAP RETURN CHECK T&P TO GROUD Z VALVE WITH 2" AIR GA RELIEF VALV 2"AIR GAP W.H. S.O.V. PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ASS PLASTIC. PLUG'. TAPERED -THREAD WITH TEE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. l` 1 COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. CONCRETE EIV 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 WOO REQUIREMENTS. NOT TO SCALE WALL (SEE FLOOR PLANS) 1/2" DUROCK BOARD WATERPROOFING MEMBRANE MUST EXTEND MIN 3" BEYOND THRESHOLDS AND ROUGH JAMBS TEMP'D GLASS ENCLOSURE 1/8" MASTIC FINISH TILE OR MARBLE CAP ____-T-SHOWER TILE co ^ REVISIONS BY 11 \ PERNRSETSISBUED DWD I Lii Q` W�/ ..._. V/ sLOPETo SUBSTRATE fJ I{1 W DRAIN Yn"I FT, (SEE L,1 `� FLOOR PLANS) jjj P.T. 2x4 SILL PLATE a 1/2" DRYWALL EA. SIDE **SEE NOTE** PROVIDE KNOCKDOWN FINISH INTERIOR PAINTED DRYWALL SURFACES WOOD STUD FRAMING @ 24" O.C. MAX. 4 d -1/2" GYP BD. OR CEMENT BOARD (SEE PLAN) 4 4 ° -2x4 WOOD STUD @ 24j1 O.C. MAX. -1/2" GYP BD. OR CEMENT BOARD (SEE PLAN) - NOTE: NOTE: FLANGED DRAIN FOR **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER WATER TIGHT JOINT BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS WITH FLOOR SHOWERS & TUB SURROUNDS** NOT TO SCALE 1 1/2"=V-0" WALL C�LCEAIN OO UT DETAIL � 1 SHOWER DETAIL 8 TYp1C�AL INTER IOO N PARTMO�I WALL 4 I�I�I� DRAIN y 1 FT, ,1:•. ° ° �m 4 B 3"MIN ° 4 1/2" DUROCK BOARD (2) 2X4 P T CURB 20 ga. METAL FRAMING @ 16" 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. Q.C. MAX. OR AMRSTRQNG 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. DRYWALL GRID SYSTEM 3. ALL MATERIALS SHALL BE NEW (SUSPENDED FROM STRUCTURE 4'O.C. MAX.) 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED .SYSTEM SHALL BE FULLY OPERATIVEALLEXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY . a DAMAGE FOR THE DURATION OF THE WORK. 4 INTERIOR 6 PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT a' 4 SIDE FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. LU 1/2" DRYWALL (USE MOLD RESISTANT B. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT U Z DRYWALL ON ALL EXTERIOR ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. EXTERIOR a PERIMETER WALLS) ON P.T. lX2 IND. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOWAND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION ADVISE ENGINEER OF ANY DISCREPANCIES. _1g wLL a - ° FURRING @24"O.C, MAX. WITH R-4.1 SIDE Z FOIL INSULATION (MINIMUM) @ONE 10. WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE V' COPPER. J a SIDE OF WALL ONLY 11, SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAS: IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN I1J LU C ° PLENUMS. LL. w CMU WALL OR CAST IN 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE rya LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 4 PLACE CONCRETE 13, FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOOD ENGINEERING (SEE STRUCTURAL DWG's) PRACTICE. 5/8" GYP. BD. FASTENED 6" 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS; EXCEPT AT WATER O.C.@ PERIMETER & 8" O.C. HEATER AS PER CODE. BALANCE 100, NOTE: 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN 16, ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM. TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBERS WORK. BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS 11/2"=V-0" AS SHOWERS &TUB SURROUNDS** 11/2„=1'-0" THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED IITHOUT ADDITIONAL CHARGE WITHIN 72 FIRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION II �, WHICH MAY HAVE BEEN DAMAGED. rI1�11 I�y� 1I C���L�(IN C(s�- DETAIL y} !/ y��!/ 2�F I� I� I� (���I� jI �(�// �J II U,��C,.,�L LS//��ECRIGIR ICJ LIVEU 1'J1'/ALL NJ 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. 1 HR RATED ASSEMBLY 20. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. /2" GYP BD. TYPE 'X' OR 21. CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT TIE IN OF A/C TO BE BY CEMENT BOARD (SEE PLAN) OTHERS. PVC PIPING WITH 1/2" THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. CMU OR CAST IN SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE 40 PROVIDE ANGLE STOPS ON ALL WATER PLACE WALL SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF, d 22. WATER PIPING INSULATION SHALL BE 'P' THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL METAL JOIST TRACK HOT WATER PIPING. ° 23. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED WITH 12" THICK ARMAFLEX INSULATION. i�_ CONCRETE d 24. STUDOR MINIlMAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE SV THE a FASTEN E RES AS 4 CMU WALL OR CAST IN PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. q PLACE CONCRETE INTERIOR REQUIRED 25. 1" WATER METER HOOK UP. o (SEE STRUCTURAL SPACE 26. 1-1/4" SUPPLY FROM METER TO. HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES. - - DWG'S) 27. WATER HEATERS TO FULLY COMPLY WITH 2O17 F B.C. RESIDENTIAL, SECTION P2801 WATER HEATERS' & PLUMBING CODE SECTION P504, 'SAFETY DEVICES'. Q a INTERIOR_ e ` 1/2" DRYWALL (USE MOLD RESISTANT 28. WATER HEATERS TO HAVE PROVISIONS FOR THERMAL EXPANSION BY USE OF A THERMAL EXPANSION TANK OR OTHER APPROVED ® p ° 4. DRYWALL ON ALL EXTERIOR PERIMETER DEVICE BY THE PLUMBING CODE AND/ OR BUILDING OFFICIAL. SPACE WALLS) ON P.T. 1X2IND. FURRING @ 24" O.C. 29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL CORROSIVE RESISTANT METAL)WITH a MAX.X. WITH R-4.1 FOIL INSULATION (MINIMUM) 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 ° - @ SIDE OF WALL ONLY 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. a 30. PROVIDE. BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER. INSTALL PER CURRENT STATE & LOCAL BUILDING 4 CODES. CLIP ANGLE, NO LESS THAN METAL METAL JOIST 31. ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS. JOIST DEPTH MINUS 1/2" (ATTACH CLIP 32. PER 2017 F.B.C. RESIDENTIAL SECTION P2708:4'SHOWER CONTROL VALVES', INDIVIDUAL SHOWER &TUB/SHOWER COMBINATION VALVES & TRACK TO CONCRETE w/ EXP. , 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 ABBE 1016 ASME Al12/CSA B125_16. THE HIGH LIMIT ANCHOR BOLTS, OR TAPCONS) STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAX. OF 120'F (49-C). IN -LINE THERMOSTATIC VALVES SHALL NOT BE USED FOR COMPLIANCE WITH THIS SECTION. NOTE: 3/8"=V0" PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED i PLUM0 I NG mauls 1100 COO NO MI37 ATTACHE M E NT OETML DRAINAGE FIXTURE UNIT (d.f.u.) VALUES 2017 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 2 1 3 BATH #3 1 2 3 KITCHEN 2 2 LAUNDRY ROOM 2 OUTDOOR ROOM TOTALCOUNT 2 4 4 4 9 2 2 TOTAL d.f.u. VALUE = 27 d.f.u.'s P.T. lx3 FURRING NAILER ROOF TRUSSES OR CEILING FRAMING VENT Wl PERFORATED CAP I (SEE PLAN) ELBOW TEE C.O. PLUG `- 3" ABOVE TOP (SCREWED) OF PRIMARY DRAIN PAN A. H, U. UNION TSP tl" WEATHER STRIPPING AROUND OPENING - NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT wl WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 1 1/2"=T-al SHOWERS & TUB SURROUNDS** 1 1/2"=l'-0" IS 'rVPICAL O[niTERM C HU WALL � TSP +V IS' MIN.) WOOD CASING A. SLOPE DRAIN LINE TO CONDENSATE RECEPTOR (MIN, 1/8" PER FOOT) 1/2" MIN. 'CDXPLYWOOD PANEL B. DRAIN LINE SHALL BE COPPER TYPE l"AND INSULATED. LL1/2,, MIN. TYPE'X' GYP. BD. SCREWED TO C. TSP = FAN TOTAL STATIC PRESSURE. PLYWOOD PANEL 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. FINI: (SEE WALL TYPE & FLOOR PLANS) CMU WALL OR CAST IN PLACE CONCRETE / (SEE STRUCTURAL DWG's) C FOIL WALL INSULATION (SEE TYPICAL WALL SECTIONS) 1/2" GYP. BD. FINISH (SEE WALL TYPE & FLOOR PLANS) WOOD STUD FRAMING (SEE WALL TYPE & FLOOR PLANS) N6T TO SCALE NOT TO SCALE 1 1/2"=V-0" 1 1l2"=1'-0" WA7F=H HUFFER DETAIL TF51 DD RAMAGE FUTURE UN17 CALCULATIONS 121 CONDENISATD P-TIRAF DD ErML 19, -rYNCAL ATTICS ACC IESS DLETQOL 15 STUD WALL 70 cOfNcm-m WALL DD FTAIL I J ca O CD d ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS 11 OR REPRESENTED BY THIS DRAWING ARE OWNEI THE PROPERTY OF THIS OFFICE. & WERE CREATE EVOLVED, & DEVELOPED FOR USE ON, & IN CONNI WITH THE SPECIFIED PROJECT, NONE OF SUCH IC DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE 1 OR DISCLOSED TO ANY PERSON, FIRM, OR CORK FOR ANY PURPOSE WHATSOEVER WITHOUT THE 1 PERMISSION OF RANDALL E. STOFFT ARCHITECT: WRITTEN DIMENSIONS ON THESE DRAWINGS SHA PRECEDENCE OVER SCALE DIMENSIONS. WINTER SHALL VERIFY & BE RESPONSIBLE FOR ALL OIMI 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 ON ITEMS $O NOTED, 02018. ALL RIGHTS REBER\ RANDALL STOFFT ARCHITECTS P.A. A701 ELECTRICAL NOTES GENERAL: FIXTURES: 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) ARCHITECT/ 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 A/C 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 2014 NEC 210.52. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL 4) PROVIDE GFCI BREAKERS FOR ALL GARAGE DOOR OPENER RECEPTACLES. CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL 5) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL PROVIDE OPTIONAL PRE -WIRED HIGH SPEED DATA OUTLETS AS SHOWN ON POOL/SPA EQIUPMENT. PLANS. (IF APPLICABLE) 12 ALL 120 15 VOLT D 0 AMP CIRCUITS THAT SERVE FAMILY ROOMS L AN 2 6) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH DINING ROOMS LIVING ROOMS PARLORS LIBRARIES DENS BEDROOMS FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GG/OWNER. PROVIDE SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE 1/2" CONDUIT UNDER SLAB FROM WALL. ARC FAULT CIRCUIT PROTECTED PER 2014 NEC 210.12(8). 7) ALL GFCI DEVICES MUST BE READILY ACCESSIBLE PER 2014 NEC 210.8. 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER SHALL HAVE THWN INSULATION, SMOKE DETECTORS: 14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. i) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL RATING OF 22,OD0 AMPS & BE NEMA-3R RATED. SIMULTANEOUSLY W/ TEMPORAL SOUND. 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75' CONTINUOUS DUTY. 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. UNDERGROUND TO FP&L TIE-IN LOCATION 200 AMP MAIN METER/ DISC. MAIN 150 AMP PANEL 'A' 2/0 THHN w/ #6 GROUND #4 GROUND TO 8'-0"x 5/8" DIA. GROUND ROD & COLD WATER PIPE & 20'-0" FOUNDATION STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE PER 2017 FBC-ENERGY CONSERVATION, 6TH EDITION R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. EXCEPTION: LOW VOLTAGE LIGHTING FLOOD/ SECURITY TLIGHT ON O POOL SENSOR & SPA `H LIGHTS AFCI ,t AF E r d E..t�I _.I < I f!�II I ~Lit ..a �I � ,I ; \ AFCI i A.F.F., ® E.$E()ROOR/I WP GF IVERIFY i it 11, I' 1Eal° i WP GFCI B' F AS I' 9,10 IT'S, " '6F icy all FAFCJI cl_.-._._,..#3 LIGHT - -FAIN ZFOR GFCI RANGEFORRANGE HOOD VENTILATOR AFCI 2 AFCI FOR 44 GFCI�- A3o2 MICROWAVE / \ AFCI -___ �OR SMALL VP I �<� ---- / GFCI � GFCI ' GFCI EXF GFCI FOR FOR SMALL WPGFCI WATER HEATER APPLIANCE �D ELECTRIC PANEL'A' 1 AIR HANDLER�N, £ RECEPTA 11_ SWITCH & LIGHT IN ATTIC '- r I r I / / r ELECTRIC i I METER a i I I I I \ � / I I 1 \ WP GFCI \ I YV � - - LIGHT � CONTROL - - Al SYSTEM FOR I POOL & SPA i AFCI F x i i l,_A T l il. )OM II{ 1U Lx IS,,�IQI - 1 I I /i0 �I +60" \� \ A.F.F., VERIFY F I I FAN I 7 i LIGHT! '• .. ZI-tires GFCI 0 I RECEPTACLE) SWITCH & LIGHTI FOR i I IN ATTIC) DISHWASHER & DISPOSAL - 1 FOR REFRIGERATOR M (/ xvp � 1 / I / 31 I � Ee XFI FCI DAM GFCI iI I CIC AFCI" AFC AFCI KP DEN/ / a } , i FAN- _ ty_ I \ � j 11 AFCI FOR DRYER yy 60 WP GFCI III 'd:-,L'S"3 it A.F.F., x-� AF FOR WASHER ` i j VERIFY AFCI AFCI II II I 1 I I I I / / I / V / / '1 I I" - 41111 I 1 A301 A -A A303 / I l� FLOOD/ SECURITY LIGHT ON SENSOR WP GFCI TC SPRINKLER TIMER A 150 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.L.O. SERVICE: 120/240/1PH A.I.C. 22,000 KW # DESCRIPTION OF BRKR BRKR DESCRIPTION OF # KW CIRCUIT CIRCUIT 10.0 #6 AHU 1 4.4 #10 HOT WATER HEATER 2.5 #10 CLOTHES DRYER 1.5 #12 REFRIGERATOR 1.5 12 SMALL APPLIANCE .9 #12 GARBAGE DISPOSAL 1.0 #12 RANGE HOOD 1.5 #12 KITCHEN GFCI'S 1.5 #12 GARAGE DOOR OPENER ` #14 GENERAL LIGHTING ` #14 GENERAL LIGHTING " #14 GENERAL LIGHTING 1.5 #12 BBQ VENTILATOR (OPT) 1.8 #12 IRRIGATION PUMP (OPT) 1.8 #12 IRRIGATION PUMP (OPT) SPARE SPARE SPARE ®IlYlirll® ®I'LYJuI® ®I�If�WIm L- AIM �IJm II��ILrsaJ _ I�ILII��I IIIIIII11IIm 'I,�'.1l0�11�=0i 1�711�1 CU 1 #8 RANGE #8 5.0 CLOTHES WASHER #12 1.5 DISHWASHER #12 1.2 MICROWAVE #12 1.5 SMALLAPPLIANCE #12 1.5 WHIRLPOOL TUB #12 1.5 BATHROOM GFCI'S #12 1.5 EXTERIOR GFCI'S #12 1.5 RANGE HOOD #12 L5 GENERAL LIGHTING #14 " GENERAL LIGHTING #14 " GENERAL LIGHTING #14 " POOL EQUIPMENT (OPT) #12 2.5 POOL EQUIPMENT (OPT) #12 2.5 POOL LIGHTS (OPT) #12 .3 SPARE SPARE SPARE 29.9 _ "'- PANEL LOAD CALCULATIONS V V I(242) 22.0 ' GENERAL LIGH ING1 1976.0 ISQUARE FEET @ 0.003 KW/SF 5.9 TOTAL PANEL KW = (SUBTOTAL 1.41 HE SUBTOTAL 2-42 + GENERAL LIGHTING) 57.8 AIR CONDITIONING @ 65% 1 110.01 1 6.5 IST 10.0 KW (NOT A/C) AT 100% 10.0 REMAINING KW AT 40% = ((TOTAL PANEL KW - (AC @ 65%) - 10.0) - 0.40) 16.5 CALCULATED KW = (A/C @ 100%+ 1ST 10 KW HE REMAINING) 33.0 KW CALCULATED AMPS = (CALCULATED KW • 1000 / 240) 137.6 A LOAD CALCULATION NOTES: 1. CALCULATED LOADS SHOWN ABOVE INCLUDE OPTIONAL POOL EQUIPMENT & BBQ HOOD VENTILATOR MOTOR. 2. IF POOL & BBQ IS NOT SELECTED AS AN OPTION, TOTAL CALCULATED LOADS WILL BE 120.3 AMPS. 0 VIO \ I 2 I I A301 AFCI c 691' \ AFCI I LIGHT +60" A.F.F., �Q VERIFY i AFCI 1st FLOOR ELECTRICAL PLAN 1 /4"= V-0" STANDARD ELECTRICAL LEGEND SMOKE DETECTOR/ SIC CARBON MONOXIDE Q RECESSED LIGHT DETECTOR FIXTURE PULL CORD FIXTURE VP O VAPOR PROOF TTT REC'D FIXTURE REC'D ADJUST. c+ FIXTURE EXF or LANDSCAPE UP 13 EXHAUST FAN LIGHT D CEILING MOUNTED CEILING MOUNTED FIXTURE JUNCTION BOX P. PENDANT WALL MOUNTED FIXTURE J-BOX WALL MOUNTED O JUNCTION BOX FIXTURE J BOX w/OPT. FLUORESCENT d FAN/LIGHT LIGHT FIXTURE UNDER/ OVER FLOOD/SECURITY CABINETFIXTURE LIGHTS ELECTRIC METER `j ELECTRIC PANEL DISCONNECT 20 AMP DEDICATED 20 AMP OUTLET ® 220 VOLT ARC FAULT CIRCUIT INTERRUPT RECEPTACLE A.F.C.I,$ (SEE GEN. NOTES) RECEPTACLE GROUND FAULT (SEE GEN. NOTES) G.F.C,Lle� CIRCUIT INTERRUPT (SEE GEN. NOTES) RECEPTACLE W.P. G.F.C.I1@- WATER PROOF HALF SWITCHED GFCI SINGLE 120V (SEE GEN. NOTES) RECEPTACLE ® TELEPHONE JACK TELEVISION JACK 2-WAY WALL -tfi® PUSH BUTTON SWITCH 3-WAY WALL -�® DIMMER WALL SWITCH SWITCH •® WALL ® FLOOR OUTLET SWITC SWITCH ' DOOR JAMB SWITCH FLOOR PHONE JACK SPECIALTY LEGEND OT AIR COND. SYS. (THERMOSTAT) TC IRRIGATION SYS. (TIMER) ® SECURITY SYS. (KEYPAD) O INTERCOM ► COM. SYSTEM (DATA PORT) P COM.SYSTEM (DATA & PHONE) ® COVE LIGHTING JUNCTION BOX O SPEAKERS ICL IN CABINET LIGHTING ® SHAJUNCTION BOX REVISIONS BY DAM QPERMIT SEES ISSUED DWO 05.07. L� w W r^1 F� 0 I w �Qw � U W PI4 ^ N O O M Q4-4 O u�y.I •rat 'AS MAY 0 4 2018 FL-0011105 FRM AA003n ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATE OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & 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 FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFIC FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02010. ALL RIGHTS RESERVED I E101 REVISIONS I BY MONOLITHIC FOOTING SCHEDULE REINFORCEMENT DIAMETER AND COUNT = o ADDITIONAL REQUIREMENTS SHORT WAY LONG WAY CODE 3 MF•20 20" 16" # 4's @ 36" O/C BOTTOM 2 # Ss BOTTOM PAD FOOTING SCHEDULE x w REINFORCEMENT DIAMETER AND COUNT SHORT WAY LONG WAY CODE 3 w w pp ADDITIONAL REQUIREMENTS VC) P33 3' 3' 12" 12" (4) # 5's BOTTOM (4) # 5's BOTTOM - P35 3' 5' 12" 12" (6) # Ts BOTTOM (4) # 5's BOTTOM - P38 3' 6' 12" 12" (7) # 5's BOTTOM (4) # 5's BOTTOM - CONCRETE & CMU COLUMN SCHEDULE 8"x8" REINFORCED MASONRY COL. M5 ® wl (1) # 5 REINF. BAR (30" LAPS) SEE FNDN & FIRMING PLAN FOR LOCATIONS FILL w/ GROUT - SEE STRUCTURAL NOTES. 8"x12" REINF. MASONRY FILLED CELL COL.w/ (2)#6 REINF. BAR (USE 16x12 UNITS) M812 SEE PLAN FOR LOCATIONS & SPACING FILL W/ GROUT - SEE STRUCTURAL NOTES. 12"x12" REINFORCED MASONRY M1212 COL. w/ 4-#5'S VERT. FILL w/ GROUT - SEE STRUCTURAL NOTES. w/ #3 TIES @ 10" O/C 8"x12" POURED CONC. COL. 0 C812 w/ (4) #5s VERT. w/ #3 TIES @ 8" O/C 8"x14" POURED CONC. COL. C814 wl (4) #5's VERT. w/ #3 TIES @ 8" O/C 8 x21' D L w/ (6) #5's VERT. C821 w/ #3 TIES @ 8" O/C w/ #3 HOOKS POURED CONCRETE EQUIPMENT SLAB SEE PLAN VEIW FOR ACTUAL REINFORCEMENT AND THICKNESS MID REINF. GRADE TEMP REINF. Y SEE ARCH 1 #4 CONT. REINF . 8" 1 '\EQUIPMENT PAD THICKENED EDGE S� SCALE: 3/4" = 1' L 4 S1 33 10" M 1212 r— 1 i_3�1 1-4^ 11'-2" 1-1 1-3" — 3 r — - 5' 6" 1 ----- s4 I --------- ❑, I m --J M1212 � I -41.45 ❑ 1 El w__ 10 S1 iv S1 ❑ I ❑ ° UDOOR ° 1 M C821 ❑ N I I ENTERTAINING ❑ MASTER I o 10 0 BEDROOM I ° 5, M812 C812 �1 ° ILL ° 2B-2, I 19 — r 1.-5.. 8-10 6 12'-10„ 2 -2 ❑ ❑ I El Ell T I ❑ -- -- �— — — — +32 24 z- — 4 ❑ C814 +36.86 — 1 — — — 35.44 -42.74 3 0 NO E: ALL FOOTINGS SHALL HAVE A MINIMUM @ B" oro S1 N 3 10 10 I S lL MBEDMENT OF 18" AS REQUIRED BY SECTION I El 10 B'FAST S1 9 3 0 THE SOILS REPORT DATED JANUARY 8,2014. ❑ a S1 I S1 40El 2 6^ 8 s ❑ 7 I ❑❑I — ❑u❑❑. I s1 1 MF-20 — 7 cno ----------- —LJ GREAT +�I " r — — I I 51 I ±444.15 ROOM 1 4" THICK CONC. SLAB \IV/ (1) LAYER OF W1.4 X W1.4 6/6 BEDRr?OM43 rl W.W.M. (TO BE LOCATOD 1 FROM THE TOP OF THE SLAB & W.I.C. 1 KITCHEN SHALL BE SUPPORTED� BY APPROVED MATERIALS OR i SUPPORTS NOT TO EXCEED T-O" O/C EACH WAY) OR I FIBERMESH ON 6 MIL POR BARRIER OVER TERMITE 7 TREATED WELL COMP�CTED FILL I.... S1 F'c=2,500 PSI 1 � T 2 �FFI+ �-0 • Incp <o I x I #4x34'LONG s1 ASTER _ CRACK CONTROL I ----- ---- — BATH 1 FOOTING @ MID OF SLAB (TYP.) 7 i I (ALL FIRST FLOOR CORNERS) I s1 I------- ----------�1Lij t2'4' I ❑� I CLOSET I7=7 I ° I BATH N q' 21' EQUIPMENT PAD: ❑ I — 6" CONCRETE SLAB. SEE ARCHITECTURALS FOR a ❑ I '�' ° TOP ELEVATION. REINFORCE °? ❑ N I W/ # 4's @ 15" O!C EACH M ❑ 1 2 1 WAY MIDDLE. PROVIDE (1)#4CONTINUOUS ALONG 1 w i THICKENED EDGE. ❑ 1 I- o a 2 SEE SOILS REPORT FOR ❑ 1 U ° I w ° S1 COMPACTION SPECIFICATIONS. �. ❑ VERIFY ACTUAL DIMENSIONS Ell I WITH MANUFACTURER ° I 4 r F'c=2,500 PSI ❑ I 41 a 5" a q I El... 1 ° ° I J `1 s C912 I. 1 -f 7 s1 L— 0 7 � a 61 I° s� I Ela ❑ ,4 0 1 2-tAR ° G AGE Io 4 N El _1 j ❑ I 4" T M CK CONC. SLAB / (1) LAYER OF „. ❑ N{1.4W1.4 616 W.W.NI. (TO BE LOCATED _ 5 ❑ 3 FROM THE TOP OF TC E SLAB & SHALL BE SUPPORTED BY APPROVED MATERIALS OR,, S1 _ ° SUPPORTS NOT TO EXICEED 3'-0" O/C EACH (NAY) I IGa OR FIB ESH ON 6 NIIL VAPOR BARRIER OVER 10 TERMIY9 TREATED WILLCOMPAC7D FILL St 1 rnw S1 F7c=2, PSI M812 FF +0'-0„ 4„ BAD I LI — 1 2 °. j CLOSET CLOSET I' El; I ❑ m UTILITY I FOY R 1 ❑ N -- 4 10 I I o ❑' —, si S4 37 80 — — 1 +34.54 C812 1 �. []I_ --- ° -20 3 a I c E Li Li ❑'%Q I BEDRO JM #2 1 ' o -2' ❑ DEN/ BEDRO M ❑ J M1212 I` 1,.-J� ❑..� I #4 I 3 . I _ 3 FF 0'-1.5 g i 1 10 I ;. L-- ._RED +37.27 I +37.27 +3 17 S1 1 ❑ 5 S N N 1 S1 _RY 39.47-- — ---- 44 5 --- ❑ E r — ❑ _ I I IBC ❑� ❑ 1 ❑e 3 10' . [1 ❑ 01 a^ s o )_ 1 1 1 M1212 1— J s-2" L 1— I ----I M1212 244� 3 M1212 g B 4 S1 S1 RAM 12 +3 53 I 3 -3 .OB 3 ❑ — — — — — -- J'— — — — 4" THICK CONC. SLAB W/ (1) LAYER OF F-ZO _— ° W1.4 X W1.4 6/6 W.W.M. (TO BE LOCATED 3 FROM THE TOP OF THE SLAB & SHALL BE r-s" SUPPORTED BY APPROVED MATERIALS OR L — — — J L — — — J SUPPORTS NOT TO EXCEED T-0" O/C EACH WAY) OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER 3 TERMITE TREATED WELL COMPACTED FILL $1 F'�2,500 PSI FOUNDATION AND COLUMN PLAN 111=11 ��- 1 L 4 Nkp No 724T'1 �(�l••'• STATEI9Ri° 5/4/2018 W1AXW1.4-6/6WWM OR FIBERMESH CONCRETE T.O.S SEE PLAN 6 MIL. V.B. OVER I I I I — UNDISTURBED TERMITE TREATED SOIL 8" �2THICKENED SLAB S1,) SCALE: 3/411 = 1' ADD (1) #5 PER EVERY w 12" OF STEP a IL w I_ U) RECESS FARID ABUGATTAS, P.E. i STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA BATON, FLORIDA 33487 �. CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 Structural Engineering WWW.PROJECTCLASSIC.COM PROJECT# FARID@PROJECTCLASSIC.COIVI 1275 W1.4XW1.4-6/6WWM OR FIBERMESH CONCRETE SLOPE PER PLAN 0 GRADE OIL T.O.S Ilv SEE PLAN; 6" LAPPED AND TAPED 6 MIL. V.B. OVER _ UNDISTURBED TERMITE 1 #4 CONT. REINF. TREATED SLAB THICKENED EDGE , S 1 ) SCALE: 3/4" = 1' SEE ARCH SAWCUT25%THE DEPTH OF THE SLAB WITHIN 24 HOURS GAR. DOOR I PAVERS OF CONCRETE POUR I 2" RAIN RISER I � i��` NOTE: CONTROL JOINTS/CONSTRUCTION JOINTSCI CONTROL JOINT SHALL CREATE PANELS AS SHOWN IN • e •, OL PLAN VIEW 20„ ALTERNATIVE 1: SHRINKAGE (SAWCUT) JOINT 3 MONO FTG. P, GARAGE DOOR 25%DEPTH OFSLAB PLASTIC OR HARDBOARD PREFORMED \ S 1 SCALE: 3/411= 1' I \ S1 OONTROI .IOINT NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS SHALL CREATE PANELS AS SHOWN IN PLAN VIEW FILLED CELL REINFORCEMENT ALTERNATIVE 2: SEE PLAN FOR SPACING AND COLUMN SHRINKAGE (PREFORMED) JOINT SCHEDULE FOR DIAMETER 1-1/2 " '�CMUWALLW/#9LADDERTYPE SHRINKAGE JOINT (ELECT ONE. BLOCK RECESS iI REINF. EVERY OTHER COURSE I #4 TRANFER BARS (ONLY IF REQUIRED OF THE TWO SHOWN) w BY FOOTING SCHEDULE) z I 4" THICK CONC. SLAB W/ (1) LAYER OF S SCALE: 3/16" = 1' j W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ PERIM 2 ¢ OR FIBERMESH CONCRETE. - O ~i T. . w SEE PLA N a a w w 4" THICK CONC. SLAB W/ (1) LAYER OF 0 w a ❑ _ W1.4XWIA-6/6WWM(OVERLAPPED@PERIM) tr OL r- GRADE , - OR FIBERMESH CONCRETE.7 _- 6" LAPPED AND TAPED PAVERS ON SAND 6 MIL. V.B. OVER 1 J UNDISTURBED TERMITE SEE PLAN' LA - - - —.— — — — CONT. REIN .-'1- _I_ _ _ _ J" - w TREATED SOIL w PER FOOTING SEE SCHED. U O SCHEDULE w w 6 MIL V.B. OVER w N UNDISTURBED TERMITE "�J\ 5 TREATED SOIL 4 EXTERIOR BEARING WALL S1 TRANSVERSE REINF. � � --, CONT. REINF. S SCALE: 3/4" = 1' SEE PLAN FOR SIZE - SEE PLAN FOR SIZE AND SPACING SEE SCHED. AND SPACING LOADING THIS LEVEL FIRST FLOOR - INTERIOR (138 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (55 PSF) OCCUPANCY = 40 PSF PARTITIONS:ASCE7-10: 4.3.2 = 15 PSF FIRST FLOOR - EXTERIOR (177 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (100 PSF) OCCUPANCY =100 PSF FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER CMU WALL W/ #9 LADDER TYPE RAISE CURB TO REINF. EVERY OTHER COURSE MATCH MAIN HOUSE FINISHED FLOOR. PROVIDE 1#5 CONT AS SHOWN. #4 TRANFER BARS (ONLY IF REQUIRED ❑w BY FOOTING SCHEDULE) z 4" THICK CONC, SLAB W/ (1) LAYER OF W1.4 X W1.4 -6/6 WWM (OVERLAPPED @ Q OR FIBERMESH CONCRETE. DO LLF_ � } SEEPLF LEI —1 w F GRADE 6" LAPPED AND TAPED \� J 6 MIL. V.B. OVER - w TERMITE UNDISTURBED CONT. REINF. = TREATED SOIL PER FOOTING SEE SCHED. O SCHEDULE w N 5 OWER AREA CURB: S1 WATER BARRIER SCALE: 3/4" = V 9 STEP DOWN AT EXTERIOR DOOR S 1 SCALE: 3911= 1 T W1.4XW1.4-6/6WWM — OR FIBERMESH CONCRETE 0 U N U Cd r� VJ I1 0 jj'��TT''�111 a COLUMN, SEE ��� FIRM AAOOEN FOUNDATION PLAN. INDICATED OR REPRESENTED BY THIS DRAWING ARE A+MAM nvNFD RY. L THE PROPERTY OF THIS OFFICE. L Y SEE PLAN 6" LAPPED AND TAPED ��- 6 MIL. V.B. OVER UNDISTURBED TERMITE TREATED SOIL 1 .4" I , CONT. REINF. PER FOOTING 11. SCHEDULE �0 CENTERED PAD FOOTING S� SCALE: 314" = 1' WITH RIGHTS P.A. P.A. FACE GRAIN TO RUN PERPENDICULAR TO SUPPORTS APA 40/20 19132" / EXPOSUREI APROVIDE2x PER BLOCKING DETAIL AT PANEL EDGES ALL NAILS TO BE RING SHANK PRE-ENG. WOOD TRUSSES @ 24" O/C (SEE ROOF PLAN) LATERAL BRACING IF REQUIRED (SEE TYP. WALL SECTION) .INKING ING SHANK �ia 6" NAILING 10d RING SHANK @ 4" / BOND BEAM OR WOOD FASCIA (SEE TIE BEAM (SEE TYP. WALL SECTION) TYP. WALL SECTION) 1/16" SPACEAT M,/ (2) 16d TO EACH PANELENDS S END ROOFS SHEATHING ATTACHMENT 1 DETAIL S2 SCALE: N.T.S. L R LOA[ DIAGONALS FROM BRACED BOTTOM CHORD NAILED TO � BAY AT 20'-0" INTERVALS 2x4 DIAGONALS W/ 2 - 8d NAILS REPEAT AT BOTH ENDS 2 S2 CONT. 2"x4" HORIZONTAL BOTTOM CHORD OF BRACING TRUSSES (TYPICAL) LOCATED 10'-0"C/C MAX. PLAN VIEW OF END RESTRAINT 2.8d NAILS EACH MEMBER 2"x4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 10'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) BOTTOM CHORD I �--OF PRE - ENGINEERED OVERLAP @ SPLICES WOOD TRUSSES ROOF TRUSS BOTTOM CHORD BRACING SCALE:3/16"=1' '\_/ 111_ 1 , 2' 4o 4 ♦ q i ND7247 �7 all 1. STY T OF 5/4/2018 Il P. CLASSIC Structural Engineering FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 [PROJECT# WWW.PROJECTCLAS,SIC.COM FARID@PROJECTCLASSIC.COM 1275 TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE) CONNECTOR ID MARK LINES MARKS 2nd CONNECTOR ID A + B TRUSS GROUP MARK IF NEEDED FOR REQUIRED STRAP TRUSS UPLIFT OR 1500 # MAX UPLIFT IN TRUSS GROUP FLORIDA ALLOWABLE LOAD (LES) NAILING MARK CONNECTOR PRODUCT APPROVAL REMARKS UPLIFT (Pup)! I PERP. TO TRUSS PARALLEL TO TRUSS TRUSS/RAFTER/ SEAT PLATE/TRUSS NUMBER GRAVITY (FL/RF)l CAPACITY F1 CAPACITY F2) HEADER © HETA16 FL11473.3 1810 415 1100 (9) 1Od x 1-1/2" NAILS HD (CONNECTION TO GROUTED WALL PER QD (2) FGTR FL11473 9400 — — 8-SOS 1/4"xX (PER ANCHOR) ANCHOR) ANCHOR ® MGT FL11470 2970 — — (1) 5/8 x 1/2" EMBED EPDXY 22-10D NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCH/SP, PINE TIMBER. 2) NAILS SHALL BE INSTALLED IN LOWER -MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF THE STRAP, 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPDXIED THREADED RODS SHOWNONSCHEDULE. 4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS. 5) # INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH D O 0 D 0 Q Simpson Stfpn9-T_i HETA Simpson Strang- DOUBLE FGTR ® Simpson Strong -Tie MGT *GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES. BEAM SCHEDULE COORDINATE MASONRY OPENINGS WITH WINDOW MNFR & N.O.A. WIDTH W IDTH *FOR ARCHED BEAMS ADD (21 # 5'S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRAWIDTH. I_ *SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, NOTIFY THIS OFFICE IF ACTUAL BEAM EXCEEDS SCHEDULED DEPTH BY 6" OR MORE. *TYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH (1) #7 LONGITUDINAL CONTINUOUS IN EACH COURSE. LAPS TO BE 42". USE (2) #7x42"x42" CORNER BARS AT EVERY CORNER, T4NTERSECTION OR VERTICAL TRANSITION. aT,7BRnWS *FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 06-0222.01 °*"PCL" *TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. *BALANCE REFERS TO THE SPACING OF THE REMAININGfIES AFTER THE TIES ATEACH END HAVE BEEN INSTALLED. SECTION REINFORCEMENT TIES ELEVATION TOP MID BOTTOM SIZ END SPACING BALANCE REMARKS 8 _ _ _ 1 #5 - PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEL 16 RAM NG PLAN 7 1#7 19 +11'-1" 3#5 3#5.: #3 24" FDEPTH 16 +9'-4" 3#5 2#5 3#5 #3 24" 14 +9'-4" 2#5 2#5 #3 12)#3@5"O!C 24" 16 +9'-4" 3#53#5 # 3 24" 35 +11'-1" 2# 5 2 LAYERS OF 2# 5 2# 5 #3 24" B106 +11'-1" SEE DETAIL. 3/52 B 107 1 12 1 24 +9'_4" 3 # 5 1 3 # 5 #3 24" CONCRETE BEAM PERJ FRAMING PLANS (REINF. NOT SHOWN FOR CLARITY). BEAM POURED MONOLITHIC WITH COLUMN. SEE COL SCHED. ACI STD. HOOK' ALIGNED W/ FOOTING BOTTOM REINF. Q z K w 0 z Y H u SEE FOUNDATION � ELEVATION n PLAN FOR FOOTING TYPE _ (GRADE BEAM, MONOLITHIC c0 OR STEMWALL). 0 UU x U rn F' o 0; 2 U � fV #4 W� S I U y OL SCHED{ #3 TIES �M SEE COL T-2t D SECTION CUT SCHED. EX I K m CONC. COL. 5 ' 4 ANCHORAGE. S2 52 SCALE: 11, = 1' #8 4" T m6 #6 3"1 Cl STANDARD HOOKS SCALE: 1/2" = 1' U S-� U I� ti U H Q) r 1 U r® _rw vi/ NO. 'I, 1,' a 1 ST I I' I l m PED FOR USE IFIED PROJEI NGENENTS, OR OSED TO ANY ANY PURPOSE FOR DISCONTINUE BOND I I / FART D AB U GATT/�5 I'' . �. BEAM BLOCK TO ALLOW TOP BARS �\ FOR POURED CONC.®°P��/�/g�� ' BEAM. (2) # 7 MUST MIDDLE BARS (IF STRUCTURAL ENGINEER CONTINUE THROUGH CONC. CONCRETE BEAM SIZE REQUIRED BY BEAM UNINTERRUPTED. AND REINF. PER CONC BEAM SCHEDULE) _ No 247 _ $ 7318 TEXAS TRAIL DRYWALL CAULK BEAM SCHEDULE = 1 _ BOCA RATON, FLORIDA 33487 WINDOW PER _ - TYP.ALUM WINDOW PLAN • ° RAISED SMOOTH I— i `' � i � •• �: o ��®`' q� P. CLASSIC PEONICENSE#6724780CA# g o�61)665 5438 OR S.G.D. JAMB STUCCO - - ECT# x ATTACH TO CONC. THRU BUCK W/ 1l4" BUCK, SEE BUCK • St1llGtUPa) Engineering N/N/�/ PROJECTCLASSIC COM PROJ / DIA. X 1 314" EMBED. PHILLIPS HEAD DETAIL 1.s"MIN CLEAR _. " -- - -- --� ////� �A� \\\\` 5/4/2018 FARID@PROJECTCLASSIC.COM 1275 -- - \ TAPCONS SPACED PER PRODUCT _ 1 /lll I 11111\ APPROVAL MIN. WxS" POURED CONC. SILL w/ UP T012' OPENING WIDTH: (1) #5 CENTERED 4� 10" 4'-10" f HILTI'CRS' 099.122 - `- - - - UP TO 15' OPENING WIDTH: (2) #5 AS SHOWN -�P( COIL NAILS @ 8" O/C REQUIREMENT OF THIS O 4" FROM CORNERS MIN. 8"x12" POURED CONC. SILL w/ J o SECOND REBAR VARIES, a1 0 w UP TO 1 Y OPENING WIDTH: (2) 95 TOP & BOT SEE NOTE THIS DETAIL, II LU r P.T. 1x 3 BUCK (WINDOWS) _ y v P.T. 1x 4 BUCK (DOORS) VERTICAL REBAR IN CMU 6" MIN BEARIN TYP. BOTTOM BARS - a `U. �' CAULK (TYP.) CELL UNDER WINDOW SILL, O Ili O ° �- STUCCO SPACED @ 48" O/C MAX. -- )-- -- 4'-10" W q j END WITH ACI HOOK INTO SILL AS SHOWN. ► ] F� NONSTRUCTURAL BUCK CONC. WINDOW- � TYP. WINDOW & SLIDING (OSCALE: ILL DETAIL BOND BEAM: TYPICAL BEAM DROP Q �LASS DOOR JAMB DETAIL N.T.S. 10 OVER OPENINGS ��%% I � OO 1 S3SCALE: 3/8° S3 SCALE:N.T.S. BLOCK COURSES OVER 8x16 GROUTED BOND BEAM PRECAST LINTEL (FORMED WITH TWO COURSES OF w/#4's @ 32" O/C. KNOCK -OUT BLOCK). PROVIDE (1) DRYWALL FURRING SPACER 30" LAP 30" LAP FRAME ATTACHED TO 2x BUCK PER NONS - SPECIFICATIONS. a J p DOOR g M 4" ww � o2D UU a BRICK LL MOLD v WOOD BUCK: ATTACH TO STUCCO CONC W/ 1/4" DIA X 1 3/4" 24" LAPS. # 7 TOP AND (1) # 7 BOTTOM. " P ECAST LINT L BY CASTC ETE -'(1)#5FIEL TALLEDJ ON PRECAST LIN _ O O O H ROOF WIND ZONE DIAGRAM ZONE 1 : -33.91 PSF Ln OZONE 2 : -84.95 PSF N 2 O o ZONE 3 : -84.95 PSF /�'►� j O .� o A -ZONE . 5.53 FEET ( ) FT Cri Y-''� v O 4' 1D" q,- O 10" O 14 WIND ZONE PRESSURE DIAGRAM Pi vl O � �� 3 n=11 p' 5' 10' 20' 4'-10" �r 4 4' EMBED @ 12" 0/C, 6" E.E. - B CORNER BARS TOTAL PROVIDE MIN 2 1/4" MASONRY EDGE DISTANCE TANCE INSTERSECTING WALL CONDITION TYPICAL PRECAST LINTEL �� O Nt TYP. SWING DOOR 4) CORNER BARS TOTAL 11 OVER OPENINGS 2 BUCK DETAIL 7 OND BEAM CORNER BARS S3 SCALE: 3./8" = 1' 4' hl S3 SCALE:N.T.S. S3 SCALE: 1/2" = 1' 4 O ZONE A: NAILING (NON-BLOCKED I4" +� N DING BOUNDARY1Od @ OICCA.GM) BUILDING _ 8x16 GROUTED BOND BEAM (FORMED WITH TWO COURSES OF KNOCK -OUT BLOCK). PROVIDE (1) . # 7 TOP AND (1) # 7 BOTTOM. DRYWALL TYP. ALUM WINDOW OR S.G.D. JAMB a CONC. BOND BEAM, SEE BEAM SCHEDULE FOR SIZE & WOOD SCREW REINFORCEMENT. ATTACHMENT SPACED PER - PRODUCTAPPROVAL TYP. _ 00 1/4" X 3 1/4" PHILLIPS HEAD ° 0 TAPCONS AT 12" O/C 4" FROM CORNERS U � P.T. 2x4 STRUCTURAL BUCK -- LU a j CAULK (TYP.) " E:0 STUCCO 8"x8" FILLED CELLS SEE PLAN AND COLUMN SCHEDULE FOR STRUCTURAL BUCK REINF. TYP. WINDOW & SLIDING 8 TYPICAL CHANGE IN DOOR JAMB DETAILBOND BEAMHEIGHTCALE:N.T.S. SCALE: 1/2" = 1' VL::ASS GE BUCK WITH PCONS @ 8" O/C 4" EACH END. PROVIDE GARAGEWASHERS ON TAPCON, L/4"X3-114" DOORRCED WOOD CASING (SEE PLAN) CONC. BLOCK FILLED CELL SEE PREINFLAN FOR SIZE AND SPACING. (TYP.) STUCCO FINISH FILLED CELL OR POURED COL. (SEE PLAN) ' 4 GARAGE BUCK DETAIL 9 GAUGE HORIZONTAL REINFORCEMENT S3 SCALE:N.T.S.Z EVERY OTHER COURSE (LADDER TYPE) Wx8"xl6" CONCRETE PRE -NOTCHED CONC MASONRY MASONRY UNITS BLOCK. TYPICAL @ CONTROL JOINT LOCATION � PREMOLDED JOINT FILLER — — — — l �F_7F_-1 --- i LLJ LJg LJ LJ L_J LJ LJS TYPICAL VERTICAL REINF @' EACH SIDE OF CONTROL CMU TYPICAL JOINT IN SOLID GROUTED CELLS SYMBOL LEGEND SYMBOL DESCRIPTION 4@6B-INNER— 4@6T-INNER-7 / ,7 4@6T-OUTE!,�/ F-- 4 6B- LITER STEEL REINFORCEMENT LEGEND: -4@6 #4'S„@ 6" O/C -B: BOTTOM -OUTER: OUTERMOST LAYER -INNER: INNERMOST LAYER -TEMP: TEMPERATURE AND SHRINKAGE REINF. 3 SECTION MARK - DETAIL NUMBER / SHEET NUMBER S1 \ _ ROOF RIDGE LINES 149 FLOOR STEP FB-3-3-31 CONCRETE BEAM CALLOUT - SEE SCHEDULE C1 STEEL COLUMN ABOVE FLOOR LEVEL sc1 STEEL COLUMN BELOW FLOOR LEVEL REVISION NUMBER - SEE TITLE BLOCK FOR DATE A REVISION CLOUD O ABOVE BELOW STEEL COLUMN JOISTS OR TRUSSES - SEE SHOP DRAWINGS -- - PARTITION ABOVE B OW CONCRETE COLUMN - SEE CONC. COL SCHED, FILLED CELL - SEE CONC. COL. SCHED. u11J1111011!LJJ.LLV CMU WALL CURRENT LEVEL CMU WALL ONE LEVEL BELOW NEW CONCRETE SLAB NEW CONCRETE BEAM NEW CONCRETE FOOTING YP. 9nB a WELD SYMBOLS o TIE BEAM TRANSITION SYMBOLS + +C UPLIFT FORCES & CONNECTORS - SEE STRAP SCHED. a ELEVATION MARKER - SEE ARCH PLANS FOR +0'-0" +55.06 88.88 WIND PRESSURES ON OPENINGS (GIVEN IN PSF) CONCRETE WALL VERTICAL REINFORCEMENT. SEE FOUNDATION / FRAMING PLANS FOR LOCATIONS. �;LyLJy� STORYDBELOWREINFORCEDMASONRYWALON LTI ALL OHTER PLYWOOD EDGES 10d @ 4" O/C�"°� FIELD IOd @ 6" OIC O B ZONE B' NAILING SCHEDULE (BLOCKED DIAPHRAGM) V OA BUILDING BOUNDARY 1Od @ 4" O/C O ALL OHTER PLYWOOD EDGES 1Od @ 4" O/C 6" O/C FIELD 1 Od @ VJ O W � 15 LYWOOD BLOCKING DETAIL H ° 0 f "vl S3 311=11 01 5' 10, 20' j 32 4' O nl r <� AJ 4' Boom ;x Job No. 1306083 SPLICE TOP BARS ONLY OVER THE NOTE: SEE REINFORCEMENT SPLICE MIDDLE OF THE BEAM IN BETWEEN CHART INCLUDED IN THIS SET OF FL-WM05 FIRM A".' INTERMEDIATE SUPPORTS (IF A STRUCTURAL PLANS FOR ALL IDEAS, DESIGNS, A - 90 DEGREE ACI STANDARD HOOK SPLICE IS REQUIRED) DETERMINING APPROPRIATE BEAM INDICATED DR REPRESENTED BY THIS DRAWIN( OWNED BY, b THE PROPERTY OF THIS OFFICE. ON ALL TOP BARS @BEAM END SPLICE BOTTOM BARS ONLY A SPLICE LENGTHS. MERE CREATE➢, EVOLVED, b DEVELOPED FOR ON, b IN CONNECTION VEST THE SPECIFIED PI OVER THE INTERMEDIATE BEAM NONE OF SUCH E USE DESIGNS, ARRANGEMENT PENIS SHALL BE USED BY, OR DISCLOSED TO SUPPORTS (IF A SPLICE IS FOR ANY PUS PERSON, VERM, IT OUTCORPORATIONWRITTEN WHATSOEVER WITHOUT THE REQUIRED). ARCHITECTS, P.A.PERMITS E, ON THE. ARCHITECTS, . HAVE DIMENSIONS ON THESE DRAWINGS SHALL HAVE DIMENSIONS • • ® ONTR PRECEDENCE OVER SCALE RESPONSIBLE ALL SHALL VERIFY b RESPONSIBLE FOR ALL DIMENSIONS b CONDITIONS ON THE JOB, b TH DI OFFICE MUST BE NOTIFIED ANY VARIABy • • TI THE DIMENSIONS AND CONDITIONS SHOW BY DRAWINGS. SHOP DETAILS OF ADEQUATE SCAL TO EXTERIOR BE SUBMITTED TO THIS OFFICE FOR APPROVP BEFORE PROCEEDING WITH FABRICATMM ON I' FACE OF STD. HOOK NOTED. f2018. ALL RIGHTS RESERVED RANDAI • • • STOFFT ARCHITECTS P.A. SEC. A-A� INTO SUPPORTS STIRRUPS w A 1-1/2" CLEAR CONC COVER ; J6�MIN O TO THE TIES ON ALL O Ll = CLEARSPAN ELEVATED BEAMS a w 3" CLEAR CONC COVER TERMINATE (1) BOTTOM BAR WITH U ON ALL GRADE BEAM SIDES CAST AGAINST SOIL 90 DEG. ACI STANDARD HOOK % SPAN BEAM REINFORCING DETAIL 5 MANSORY WALL CONTROL JOINT 9 REINFORCEMENT DETAIL 17 TYPICAL MU S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. I A, ■ ■ p -�•• p q �+ THAT COULD CRACK FLOORING OR OTHER FINISHES. UNLESS NOTED OTHERWISE, USE #3 REBAR, SINGLE PIECE, EX- DI 2x4 BLOCKING IN BETWEEN TOP REVISIONS BY DATE STR 1 U 1 NOTES 12" INTO EACH OF BOTH SLABS. SPACED @12" O/C AND 4" FROM EACH SIDE. CHORDS OF TRUSSES TO 1I I I I I I PROVIDE SUPPORT FOR ,,,.�����uggd /,, , FAR I D AB U GATTAS, P.E. GENERAL CONCRETEPLACEMENT PLYWOOD DECKING ATCHANGE \� �p®•. ••..... / ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKE PRECEDENCE OVER ACI347.2R-10, 4.5: NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE PLACEMENT. ATTACH TOF FACE O EACIN H ENDTION.W/(2)16d � ��._'• �-1GENSF °•,•� � / � STRUCTURAL ITEMS IN OTHER TRADES' PLANS . CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS. TOE NAILS, C _ STRUCTURAL ENGINEER EXCEPTION: NOTES IN OTHER TRADES' PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM CONCRETE STRENGTH FOR PLYWOOD d NO 7 7 _ PLYWOOD _ _ 7318 TEXAS TRAIL FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN. CONCRETE TESTING FACE GRAIN FACE GRAIN - = BOCA RATON FLORIDA 33487 QUALIFIED TESTING TECHNICIANS SHALL PREPARE SPECIMENS (APPLIES FOR ALL CONCRETE, INCLUDING FIELD AND PREFABRICATING YARD OR ANYWHERE THAT CONCRETE IS PRODUCED THAT WILL BE USED IN THIS PROJECT) REQUIRED FOR •° °• P. CLASS' C PHONE: (954) 667 - 7803 FAX: (561) 665 5438 REQUEST FOR INFORMATION CURING UNDER FIELD CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING WOOD ROOF TRUSSES, ®'•, TE �j� PLEASE USE HAND SKETCHES AND OTHER VISUAL/WRITTEN METHODS TO COMMUNICATE A CONSTRUCTION QUESTION, SEND SPECIMENS FOR LABORATORY STRENGTH TESTS. SEE APPROVED SHOP // '� P.E. LICENSE # 72471, CA#29407 ,'°° oR�o..•°°�®`�� Structural Engineering PROJECT# TO US VIA EMAIL OR FAX. DRAWINGS FOR /, � °°' � � g� g WWW.PROJECTCLASSIC.COM ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, ONE TEST (CONSISTING OF BREAKING (2) 6"0 OVERNING LAYOUT I `�`NV� 5/4/2018 FARID PROJECTCLASSIC.COM 1275 CONTRACTING NOTES DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES, MOLDED AS PER ASTM 031 AND TESTED PER ASTM C39) SHALL BE • THE CONTRACTOR SHALL INCLUDE IN HIS INITIAL BID A 1% ADDITIONAL (BASED ON THE TOTAL AMOUNT OF THE SHELL PERFORMED ACCORDING TO THE MOST FREQUENT OF: BID) AS AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT, CONCRETE, WOOD, STRAPPING, FORMWORK, AONCE A DAY STRUCTURAL STEEL PARTS, WELDING, CONNECTORS, SAWCUTTING OR GRINDING CONCRETE AND ITS ASSOCIATED 0 ONCE EVERY 150 CUBIC YARDS LABOR. SAID ALLOWANCE SHALL BE USED FOR REWORKS REQUIRED BY THE INSPECTOR OR ENGINEER IN ORDER TO • ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA 7 DAY, 14 DAY AND. 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. ENSURE THE INTEGRITY R ITHENCONSISTENCIES STRUCTURE, PROPERLY CONSTRUCT THE SHELL AND CORRECT ANY THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT THE TIME OF CONCRETE POUR AND W/ #9 L WALL MISINTERPRETATIONS OR INCONSISTENCIES IN THE PLAN VIEWS, NOTES AND DETAILS. INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TESTING. • GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY INTERACT WITH W/ #9 LADDER TYPE REINF OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC). ALTHOUGH TRADE COORDINATION HAS BEEN PERFORMED, ARCHITECTURALS. EVERY OTHER THIS OFFICE SHALL BE CONTACTED IN CASE THE CONTRACTOR FINDS MISSING AMBIGUOUS, UNCLEAR OR (� VEHICLE BARRIER SYSTEM COURSE CONFLICTING INFORMATION. • THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED STRUCTURAL THE VEHICLE BARRIER SYSTEM FOR PASSENGER CARS HAS BEEN DESIGNED FOR AN IMPACT LOAD OF 6000 LB IN AN AREA °. PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS. NOT TO EXCEED 1 SOFT, APPLIED HORIZONTALLY IN ANY DIRECTION AT A DISTANCE OF 1.5FT FROM THE SURFACE OF THE BEARING WALL, CMU OR OTHER, • ALL OPENINGS BELOW 60'-0" TO BE PROTECTED FROM IMPACT OF WINDBOURNE-DEBRIS FLOOR. SEE FRAMING PLAN FOR SPECS. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY. CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS IN EXCESS OF THEIR WOOD (AF&PA NDS 2015, ASD) (gQ • CAPACITY. STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE #2 WITH MAXIMUM MOISTURE CONTENT OF 19%.. g^..( THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR COMMON NAILS TO BE USED, U.N.O., (8&0.131"0, 10d=0.148"0, 16d=0.162"0). FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL PLANS. TIMBERS TO BE SOUTHERN PINE. GROUT ALLUU LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE BARRIER (SUCH AS BUILDING PAPER OR 1 PLYWOOD CELLS BELOW Lu PROJECT SPECIFIC CODES USED: GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES. �} F.F. TYP. 4" THICK CONIC. SLAB W/ (1) uJ ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE, 2017. THIS IMPLIES THE ALL SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR TO BE PRESSURE TREATED. SL'. S U P P O RT B L �..J C K I N �G LAYER OF W 1.4 X W 1.4 - 6/6 U LD r' 1 ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION. NO STAMPED MEMBER SHALL BE K WWM (OVERLAPPED @ PERIM) IL I w �T USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTING ITEMS). PAVERS ON SAND _ w F-I--1 USED IF MEMBER HAS BECOME DEFECTIVE CQ N F- PROJECT PLANS DETAILS & ARCHITECTURAL BACKGROUNDS ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER. SCALE: N.T.S. ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED. DETAILS THATFOR WOOD FRAMED WALLS STAGGER THE TOP PLATE JOINT LOCATIONS 24' OR MORE. r REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL CONFLICTING ITEMS. EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25% WHEN NEEDED TO ACCOMMODATE OTHER TRADES. FIN. GRADE. ; ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADES DRAWINGS (ELEVATIONS, PARTITION LOCATIONS, ETC) HAVE PER REINF = _ `J ..neevice11-1 0 TRADE'S PLANS Fnrz VI/nnn TRI ICAPA lPRF_PN(,INFPR;I I N � ED. - SEE PLA _ bL1=N INULUUtU rVK THEIR RELATION IU STRUCTURAL ITEMS v.",. nu �� \�„�.+�,..�-.+, �.•.",.".... ___ _. .__-_ .��-, ..______.. .___.__...__. ___, FINAL LAYOUTS AND DETAILS. BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG ANY PANEL POINT. DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION NEEDED IS TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE WORKERS PER FBC TABLE 1607.1 IUNAVAILABLE, PLEASE CONTACT THIS OFFICE. _ 2 U W T 6 MIL. V.B. OVER -�" COMPACTED TERMITE ".11 ___ ___ td W - _ U) FT, O 1� STRUCTURAL PRE-ENGINEEREU WUvU ROOF TRUSSES, GIRDERS AND ANY CONNECTIONS REQUIRED BETWEEN THEM ARE I v 8" MIN UEP I H WIND LOADING (ASCET-1 O) BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THE FORM OF SIGNED AND SEALED SHOP SCHEDULE TREATED SOIL U WIND SPEED=170 MPH (ULTIMATE, 3 SECOND GUST) AND 132MPH (ASD) DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGINEER OF RECORD FOR GENERAL COMPLIANCE WITH INITIAL c I LAYOUT AND DESIGN PARAMETERS. 1 1 , _ - EXPOSURE = C � ., CONCRETE OR GROUT TRANSVERSE REINF, - CONT. REINF. cV OrT BUILDING TYPE= ENCLOSED, RIGID a 3 C M U AND PAVERS SEE PLAN FOR SIZE SEE PLAN FOR SIZE FILLED CMU MRH= 14' TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING PLANS BY THE AND SPACING SEE SCHED. AND SPACING O M W STRUCTURE CATEGORY = II ENGINEER OF RECORD 3 114" KD=0.85 - EITHER ASD OR LRFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR DESIGNING THE VARIOUS °° ° 1 1/4" S4 SCALE: 1/2" - 11 `n, F� STRUCTURAL ELEMENTS IN THIS PROJECT. TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING PRESSURES. /) STEP DOWN V N AT EXTERIOR DOOR INTERNAL PRESSURE COEFFICIENT=+/-0.18 5" a 31/2" 11/16"DIA. HOLES _I' DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE FOR 5/8" DIA. �+ /� COMPONENTS & CLADDING DESIGN WIND PRESSURES: WITH THE FOLLOWING STANDARDS. MINPEMBE THROUGH BOLTS S4 SCALE: 3/411 = 11 WALLS: DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN SPECIFICATIONS FOR �1 9'-4" HEIGHT METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: COMMENTARY AND a 7p \ ZONE 4=+34.56 PSF, -37.76 PSF RECOMMENDATIONS (BWT 76), HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (HIB-91). ZONE 5=+34.56 PSF, .44.14 PSF a O <�- 11'.1" HEIGHT DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOO TRUSSES PER THE BELOW REQUIREMENTS, ' ZONE 4=+34.08 PSF, -37.29 PSF MATERIAL SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD OR 3/8" PLYWOOD. ZONE 5=+34.08 PSF, -43.18 PSF FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 717.4.3 SUCH THAT ANY HORIZONTAL AREA DOES NOT 4 O EXCEED 3000 SOFT. ROOF: SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT, SIZE AND PRESSURE. FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. SUCH THAT ANY HORIZONTAL AREA DOE(0 NOT EXCEED 1000 SQFT. DEFLECTION DESIGN CRITERIA II'�YI ALL MEMBERS (BEAMS, SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND §HALL BE DESIGNED FBC 2121.2.4: GABLE END TRUSSES ARE NOT ALLOWED. ALL GABLE WALLS TO BE BUILT WITH MASONRY GABLE WALLS AND BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR: CONCRETE RAKED BEAMS OR WITH BALLOON FRAMED STUD WALLS AND RAKED DOUBLE TOP PLATES. • TOTAL LOAD: SPAN /240 G V� REINFORCED CONCRETE ELEMENTS: LIVE LOAD + LONG TERM SPAN / 360 ATTIC TRUSSES SHALL BE SHEATHED WITH 314" COX PLYWOOD SUB FLOOR. USE 8D RING SHANK NAILS @ 6" O/C. N uuu HHY WALL / MULLIONS: L / 175 MARBLE AND STONE TILE SUPPORTING FLOORS: LIVE LOAD: SPAN / 720 THE TRUSS LAYOUT SHOWN IN OUR FRAMING PLANS IS TO BE SUPERCEDED BY THE APPROVED SHOW DRAWINGS WHICH • ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS: LIVE: V240, TOTAL: LASO PER FBC TABLE 1604.3 SHALL GOVERN FOR EXACT TRUSS LOCATIONS AND NUMBER OF PLIES. L •SHALLOW FOUNDATION (SOIL PRESSURE:ASD FOOTING DESIGN: LRFD) SPAS, TUBS, STONE CLAD FEATURES SUCH AS CHIMNEYS SHALL HAVE THEIR EXTRA WEIGHTS ACCOUNTED FOR IN THE BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,500 PSF. .TRUSS ENGINEERING. REQUEST THE CUT SHEET FROM THE GENERAL CONTRACTOR IN ORDER TO APPLY THE LOAU�IN THE 3/8" STL. PLATE SITE PREPARATION (ANY DE-MUCKING,DE-WATERING, PRE -CONSOLIDATION, COMPACTION, PRESCRIBED TESTING OR ANY CORRECT SUPPORT POINTS AND WITH THE CORRECT MAGNITUDES. OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED IN THE SOILS REPORT) TO BE PERFORMED PER SIDE VIEW SOILS AND SUBSURFACE INVESTIGATION: NOTE: ONLY 10 PSF ALLOWED TO BE USED AS DEAD UPLIFT COUNTERWEIGHT OUNKELBERGER ENG. 07/12/05 N° 04.10-1788 -- ALL ATTIC AREAS WHERE LIGHT UNINHABITABLE STORAGE IS LOCATED MUST BE DESIGNED FOR AN ADDITIONAL 301111PSI CAST IN PLACE CONIC. NORMAL ROOF UPLIFT a �° -,,T I( // )) ri••I (LBS) (LBS) (LBS) LOAD.. V CONCURRENT 20 PSF LIVE 3" MIN. CONIC. EDGE 100% 125% - 21,000 26,250.-19,000 TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW FINISHED GRADE. PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES. MASONRY (TMS402-16/ACI 530/ASCE 5 & TMS602, AC1530.1/ASCE 6) .....__.__-.__.,,.�....... .. n n., 1-L®Tn i1FI F\/FI WITH ___.___ ___.___..._____ .._..__.._.. �^{ WHERE ADJACENT I U RE IAININU WALLS UK YUUL VVALLS, oASE yr FOOTINGS INGS SHALL LLF l- WV- r.a - -- -- -- -- His HKOJEU IS DESIGNED AS ENGINEERED UNIT MASONRY. - THE FOOTING/BASE OF THE ADJACENT RETAINING WALL/POOL. 1/4" 1%4" CONCRETE OR GROUT ALL ISOLATED FOOTINGS. ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT, U.N.O, MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF FILLED CMU THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE, INSPECT, VERIFY AND/OR CORRECT ANY INDIVID�X(AL UNITS PER FBCR 606.4. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. ALL -~ '„ ° SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE. _�REINFOFING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION a �` Ij! 3/4"DIA. HILTI "HAS"®THECONTRACTOR SHALL DE -WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY SOILL A-615 GRADE 60. ALL CMU WALL UNDERGROUND SHOULD BE SOLID GROUTEDDED ROD, 3116"DIA. x6"ANDVIBRATORY COMPACTION EQUIPMENT WILL CAUSE VIBRATIONS THAT WILL TRAVEL TO NEIGH80RIN6 PROPERTIES AND ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH IN -CAUSE DAMAGE AND DISRUPTION. VIBRATION LEVELS SHALL BE MONITORED DURING OPERATIONS TO GUARANTEE A OF1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FORTHIS PROJECT. MORTAR MAYBEMAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF ADJACENT PROPERTIES. THE CONTRACTOR SHALLRE-TEMPERED WRH WATER TO REGAIN WORKABILITY FOR NO MORE THAN 2.5 HOURS AFTER INITIAL MIXING. 13/16" DIA. HOLES WITH HILTI HY15000NSIDER PERFORMING A CONDITION SURVEY OF ADJACENT PROPERTIES BEFORE AND AFTER COMPACTION OPERATIONS IN FOR 3/4"DIA ANCHORS ! 1 PLATE U.N.O.CASE DAMAGES OCCUR THAT WILL NEED TO BE REPAIRED, THE FINAL CMU BLOCK AND MORTAR SHALL ACHIEVE AN F'M = 1500 PSI.mREQUEST COMPACTION INSPECTIONS AS REQUIRED. GROUT SHALL BE A HIGH SLUMP MIX (8"-1 V) IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM TYP. COMPRESSIVE STRENGTH OF 3,000 PSI. 3000 PSI CONCRETE PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL 2 PLY =W= 3 g" WHEN SPECIFIED UNDER THE CONCRETE STRENGTH" STRUCTURAL NOTES, READY MIX CONCRETE To ACHIEVE A 28 DAY EXTERIOR WALLS. THIS REINFORCEMENT SHALL EXTEND MIN 4" INTO ALL CONCRETE COLUMNS. O I Vy+1" 1 3 PLY =W= 51" U V COMPRESSIVE STRENGTH OF 3000 PSI. SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC: SHALL COMPLY WITH ASI--I TM A-1 B�- FABRIC SHALL BE IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY, TIE BEAMS, TIE N 4 PLY -W= 7}�' COLUMNS, ETC SHALL BE INSPECTED BY A REGISTERED ENGINEER BEFORE CONCRETE POUR. UPON INSPECTION APPROVAL, TOP VIEW •00 00 M PLACED } FROM THE TOP OF THE SLAB. LAPS SHALL BE 6" MIN. WWM SHALL BE OVERLAPPED 30" AT PERIMETERS. AN ENGINEERING SIGNED, SEALED AND DATED LETTER WILL BE PROVIDED TO THE GENERAL CONTRACTOR AS REQUIRED BY ,-q CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE MIX IS TO BE PLACED- THE AHJ. FRONT VIEW NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR. CONCRETE REINFORCEMENT TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY (WITHOUT BREAKS OR INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE MAIN REINFORCEMENT. OVERLAP IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADS COUNTIES) FOR REINFORCED UNIT MASONRY, MANDATORY INSPECT ION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS DESCRIBED BY MSJC TABLE 4, WHICH STATES THE TEMPERATURE BARS WHERE NEEDED. A MIN OF 24" GENERAL CONTRACTOR SHALL PROVIDE TO THE INSPECTOR CERTIFICATES OF MATERIALS USED IN MASONRY 2 GIRDER -BUCKET DETAIL. CONSTRUCTION, SUCH AS MASONRY BLOCK. COMPLYING WITH ASTM C90, THE MINIMUM NET COMPRESSIVE BLOCK STRENGTH CONCRETE REINFORCEMENT BARS, STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM AE75 (GRADE 60). OF 190OPSI AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615. THE SPECIAL INSPECTOR SHALL //�1 REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL STEEL SHALL CONFORM TO ASTM VERIFYGROUT SPACES, LADDER TYPE REINFORCEMENT, REINFORCEMENT DIAMETER AND LOCATIONS FOR WALLS, TIE S•°f' SCALE: 1-1 /2" = 1' A-706 (GRADE 60). REINFORCING BARS CONTAINING A LIGHT COAT OF RUST SHALL BE ALLOWED. BEAMS AND CONCRETE COLUMNS. ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT, ALL CONCRETE SLAB EDGES AND CONCRETE BEAMS SUPPORTING EXTERIOR WALLS SHALL BE RECESSED A MINIMUM OF 314" FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX. BELOW'TOP OF SLAB FORA WIDTH OF THE EXTERIOR WALL. ABBREVIATION LEGEND; LW - LONG WAY ADDL -ADDITIONAL LRFD- LOADANDRESISTANCEFACTORDESIGN Job No.1306083 SHO \ DRAWINGS: AB - ANCHOR BOLT LL - LIVE LOAD ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES. FLOOR D ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES STAMPED AND: ACI -AMERICAN CONCRETE INSTITUTE LLBB - STEEL ANGLES WITH LONG LEGS BACK TO BACK ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO). ENE WELDED REINFORCEMENT SHALL CONFORM TO AWS D1.4 OR BE ASTM A706 GRADE 60. MCJ - MASONRY CONTROL JOINT RAL CONTRACTOR HAS VERIFIED: AISI - AMERICAN IRON AND STEEL INSTITUTE MO - MASONRY OPENING ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. -FIELD DIMENSIONS AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION -AS BUILT VARIATIONS WHICH MAY AFFECT CONNECTION DETAILS AL - ALUMINUM MFR -MANUFACTURER -GENERAL COMPLIANCE WITH THE APPROVED PLANS ASD - ALLOWABLE STRESS DESIGN MIN - MINIMUM CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE: • ARCHITECT HAS VERIFIED: BAL -BALANCE, REMAINING MISC -MISCELLANEOUS -INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS, COFFERS, VAULTS AND ANY SP _ BASE PLATE NITS - NOT TO SCALE CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUND: OTHERGEOMETRICAL CEILING FEATURES. OOT -BOTTOM O/C - ON CENTER SPACING FL-00Ill05 FIRM AA003379 FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL: -LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH CANT - CANTILEVERED OD - OUTSIDE DIAMETERALL IDEAS DE ALL BAR SIZES 3" -MINIMUM AREAS DESIGNATED FOR STORAGE SPACES. CIP - CAST IN PLACE PT - PRESSURE TREATED WOOD INDICATED OR REPRESENTED BY THIS DRAWING ARE #5 BARS OR SMALLER 1-1/2" PSI - 1 LB PER SQUARE INCH OWNED BY. 6 THE PRUPERTY OF THIS OFFICE. 6 ALL OTHER BAR SIZES 2" -EXTERIOR WALL RECESSES CL - CENTER LINE PSF - i LB PER SQUARE FOOT ➢ERE BIN Y. EVOLVED, VITH6DEVELOPETHE SPECIFIED FOR RUSECT. GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY THE CLG -CEILING NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND PLF - 1 LB PER LINEAR FOOT DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANTICIPATE FOR TIME OF REVIEW, ADJUSTMENT AND RESUBMITTAL. CLR -CLEAR PLANSWI SMALL BE USED BY, OR DISCLOSED TO ANY SLABS, CAST IN PLACE WALLS " SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH THE DESIGN PARAMETERS SPECIFIED IN THESE PLANS BUT IN NO CONC - CONCRETE PL -PLATE PERSON, FIRM, CORPORATION FOR ANY PURPOSE BEAMS. AND COLUMNS 1-1/2" R.S. - RING SHANK NAIL WHATSOEVER EFFT,WITHOUT THE ARCHITECTS, WRITTEN PERMISSION OF CASE LtSS THAN THE MINIMUMS REQUIRED BY THE ABOVE MENTIONED CODES. DESIGN PARAMETERS USED AND ALL LOADS CJ - CONTROL JOINT / CONSTRUCTION JOINT RDIMENSIONS AN➢ALL E. ON THE, ARCHITECTS, HA, WRITTEN FROM *ECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN THE REVIEW PACKAGE. CONN. - CONNECTION RC -REINFORCED CONCRETE PRECEDENCE YVERESCALE RESPONSIBLE FOR CONTRACTORS COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS. SIDS -SELF DRILLING SCREW THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1% AMOUNT OF REBAR TO BE USED AT THE DISCRETION OF THE CMU -CONCRETE MASONRY UNIT SHALL VERIFY 6 HE RESPON STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS FOUND TO BE CRITICAL DURING ? DBA -DEFORMED BAR ANCHOR STD -STANDARD DIMENSIONS L CONDITIONS ON THE JOB, L THIS SLBB -STEEL ANGLES WITH SHORT LEGS BACK TO BACK DEFILE MUST BE NOTIFIED ti ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OFFICE E FOR SCALE MUST d DET -DETAIL BE SUBMITTED DI THIS OFFICE FOR APPROVAL CONSTRUCTION. DL -DEAD LOAD SCHED-SCHEDULE BEFORE PROCEEDING WITH RESERVED WI ITEMS Sb DIA -DIAMETER Sill -STEEL JOIST INSTITUTE NOTED. •ARCH. ALL RIGHTS RESERVE➢ RANDALL STDFFT ARCHITECTS PA ALL OTHER TRADES PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS, RECESSES, PIPES, EA -EACH SDI • STEEL DECK INSTITUTE PENETRATIONS, SLEEVES, ETC. SAID PENETRATIONS, SPECIALLY WHEN THEY CROSS CONCRETE BEAMS AND COLUMNS, E.E. -EACH END SW -SHEAR WALL MUST BE BLOCKED OUT FROM THE POUR, DISPLACING THE LEAST AMOUNT OF CONCRETE, PRIOR TO THE POUR. ANY E.W. -EACH WAY SW -SHORT WAY PENETRATIONS LARGER THAN 5" DIAMETER MUST BE APPROVED BYTHIS OFFICE. EWTB •EACH WAY, TOP AND BOTTOM TON -2000 LB EF - EACH FACE T/ - MEMBER'S TOP ELEVATION ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH CONCRETE EPDXY - TS - TUBE STEEL (HOLLOW STRUCTURAL SECTION) Ell -EXPANSION JOINT BONDING AGENT APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS. - FBC - FLORIDA BUILDING CODE TOS -TOP OF SLAB ,f >S ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT, LAITANCE, DEBRIS, ETC, PRIOR TO GA - FOOTING TOO -TOP OF BEAM GA -GAUGE UNO -UNLESS NOTED OTHERWISE THE PLACEMENT OF ANY CONCRETE. GC - GENERAL CONTRACTOR U= - UPLIFT VALUE IN LB HS - HEADED STUD / NELSON STUD VIF - VERIFY IN FIELD FOR PIPES THAT RUN ON THE INSIDE OF THE REINFORCING CAGE OF CONCRETE COLUMNS AND (CONCRETE BEAMS, HC _ HOLLOWCORE W/ -WITH REINFORCING BARS THAT HAVE LESS THAN 1.5" COVER AGAINST PVC PIPES DUE TO INEVITABLE FIELD' &OORDINATION WITH HDG - HOT DIPPED GALVANIZED WWF ° WELDED WIRE FABRIC PLUMBING, MUST BE FIELD SPRAY GALVANIZED 6" TO EACH SIDE OF EACH PIPE. NO REBAR SHALL � LESS THAN 3I4' HSS -HOLLOW STRUCTURAL SECTION COVER AGAINST A PIPE. KLF - 1000 PER LINEAR FOOT 0 - DIAMETER KO -KNOCK-OUT 1 KIP - 1000 LB ANY CONSTRUCTION JOINT BETWEEN TWO SLABS REQUIRES CONNECTION DOWELS TO PREVENT DIFFERENTIAL SETTLEMENT KSI - 1000 LB PER SQUARE INCH iS t 4 m LOADS IMPOSED MEMBERS THESE SHOP DRAWINGS ARE COMPATIBIL E AND ADEQUATELY SUPPORTED BY THE STRUCTURE DESIGNED BY THE STRUCTURAL ENGINEER OF APPROVED i rG, REVIEWED J APPROVED RESUBMITCORRECTIONS r � ► A+ STRUCTURAL ENGINEER 7318 TEXAS TRAIL : P. CLASSI r ♦,N FARID@P '• AAM379 AR011105 APPROVED 0 REVISE & RESUBN111 APPROVED AS CORRECT ED [] REJECTED Tills review 1s only for general conformance with the design concept of the project and general compliance with IN informallon given In the Contract documents. Corrections or comments made on the shop drawings during ffsis review do not reriove the Contractor from compilance with therequire- mants of the plans and specifuations. Approval of a specific item strati not Include approval of an assembly of which the item is a componaM. Cvrl- tractor is responsible for: Dimensions to be confirmed and come ;ated at the Ob ado; Information that pertains solely to the fabrication processes or to I«,,o means, megrods, techniques, sequences and procedures of construe - tiara; coordination of the work of all other trades; and for performing all work in a We and satisfactory manner. DDT„` BY: Z -, a HATCH LEGEND 1 _4" ® * JL M 43 TYPICAL END DETAIL .a a%0.T. T q,..a«,gyp«. *� ,EN ie� Rsn',w'j. A' Digitally signed by Anthony L Tombo ill /� [ j . 60088 r''y u a=anthppy'a big ngn T, W Art oo y 1 Ion b6 I I I CN=AhAi�d,� T. T. o 111, 0= ' �' Houst�Eanli ` A h+` * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO w LEDGER CONNECTIONS BY BUILDER ; a e (UNLESS NOTED OTHERWISE) O a * NOTE: ALL CEILING DROPS BELOW BEAM ARE a BY BUILDER (UNLESS NOTED OTHERWISE) •p 4 Q d N o c 3. a * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW d o. 2 o .= TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. 4 REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS = a FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER „ " '" TO BCSI-03 AND/OR ENGINEER OF RECORD w M a d �__. r■ c ,. . ..__. " REPRESENTS THE LEFT SIDE OF d rE EACH TRUSS DRAWING- ( NOTE: REFER TO USP CONNECTOR CATALOG A W s FOR INSTALLATION DETAILS) E JUS24 THD46 Q c o g JUS26 O MSH422 .__ THD26 MUS26 THD28 © HJC26 o o_ Q c •E `_. w a THD26-2 �� GTWS2T (U) - - - V = E w F� THD28-2 ON SKH26 VO JUS46 a c V O •O .r � 'C .. HANGER BY BUILDER BBB BEAM BY BUILDER € d o g * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d 2 _ TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 s a °-' STRAP (BY OTHERS) UNLESS NOTED OTHERWISE 6 = _ (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) ^ o o wl d LOADING ROOF FLOOR WIND LOAD 0 LIVE LOAD 20 0 ASCE 7-10 = = A = a aI= O N N E O .O Oc d R0 A —Ai - o U DEAD LOAD 28 0 170 MPH EXP C E 0 LIVE LOAD 10* 0 CATEGORY II = 6 o OO m DEAD LOAD 7 0 ENCLOSED a 2 .a 6 Eo s '^ a a TOTAL LOAD 55 0 FBC-2017 DURATION FACTOR 1.25 1.00 TPI - 2014 4 F- q E 4 REVI DATE BY REMARKS Q =•E Lei 1 05/16/18 JC 2017 BUILDING CODE UPDATE y $ r oROijFlo izt 3619Zu } Tru r ' 4" 314 R HIP LINE 240 e Truss I.D. bit+—_.. --- IrI6H}N VALLEY LINE 86 e Gravity (> 5,000#} ( 1,000#) +SHEETING AREA UNDER VALLEY TRUSSES AND �pyy� WASTE MATERIAL NOT INCLUDED Horizontal (S tpil *) 000000 �a 4C 1297 DF BLDR TO VERIFY CALCUTATIONS Q Q= o E o s c O N W O p L a � O. C Q NAY. 9 It ' derstood that above Is un ❑ APPROVED � � u �"� m conditions have been reviewed & are acceptable for the m d o fabrication at trusses, ❑ APPROVED AS NOTED . _ a a elevations, pitches, overhangs, O N t > _ •- _ 'O �' ❑ REVISE AND RESUBMIT fascias,ceiling Q 'T s elevations/pitches, bearing conditions & all detail pertaining ❑ REJECTED M a a to this truss placement plan. No back charges will be accepted d without previous written DATE = o a G 3 approval from an A-1 Roof doe Trusses representative. REVIEWED BY % o= o 0 N PLAN DATE ARCH: 0$/24/15 STRUCT: 08/24/15 C_ O f -= W O = N E O O CUSTOMER PHOENIX REALTY HOMES a W t JOB NAME TARPON FLATS Q '- � OPTION(S) MODEL A COMMNTY��od � = ` a / LOT # ®d - m m CITY FORT PIERCE_ 9 d d o COUNTY S'L LUCIE E N � O BLDG ENCLOSED BLDG _ _ _ ; E o TYPE # _ - . O t' `N T - o •E _ c d a .-- c rn.� � E N y a Q JOB # 72387 MASTER WPRHTFA d d a o QIQ�•-tea DRAWN SCALE DATE 05/22/18 W w » a e JC N.T.S. Is a`Q = ^ e Z —.--._ Q *- ...wrr OC o a •� ss ao�o, m •> A1 ROOF a o a = TRUSSES W = % - Y R e a A FLORIDA CORPORATION c m Ph 772-409-1010 / Fax 772-409-1015 y http.lAvww.aItruss.com a 41 �o H❑NEYWELL Y8150 FRESH AIR VENTILATI❑N SYSTEM 60 SNAPL❑CK,, FLEXABLE METAL PIPE, OR FLEX SUPPLY HORIZONTAL RETURN AHU RILING \ Y8150 FRESH AIR DAMPER WALL CAP INSULATE W/ 1.5 IN WITH INSECT SCREEN OR DUCT WRAP TO 10x10 RAG ❑UTSIDE AIR DETAIL TO WALL CAP 7'k1tchen vent to roof cap 104 \ 3" loath duct to roof cap w/fan Nutone 696RNB 45 Ox6 6' outside air to wall cap — �r 42X42 A/C SLAB BY BLDR MIN "B 2' FROM WALL 127 BEDROOM #3 13'-2" x 12'-0" O�29'- 4" C.H. 14x14 rag I130 14x8 iwcd �g 00,;;1I s'-0" x 1&-v 4 rag 11 12x6 liwcd 7' _ I MAN u I�:1i 2-CAR ARAG o" x 21' 1j j9'-4" C.H. 4.0 TON W/8KW @240V 1PH 18x16 plen 24x16 rad AHU HANGING IN ATTIC scale 11/8'=1'0' w 185 14x8 11wcd r_T8• 18' Lr 6 i iwcd 9'-4NC.H. i dryer duct to roof cap w/dr er vent box 18x18 rag i 185 14x8 8•� iwcd 18x18 rag 7' I I 95 12x12 II 12x6 iwcd I I EN/ II BEDROOI #4 x 9'-4" C.H� Must hkve a Minimum clearance of 4 Inches around the air handler p('r the State Energy code. 4' x4 lw W ILC. -110 -_yG-� ------ 1� 14� 135 lwcd 7' 12' MASTER BEDROOFA 164" x 15'-0" 9'4" C.H. 13: 12x 70 12x6 1 7" iwcd s'-0" x 1&-v 4 rag 11 12x6 liwcd 7' _ I MAN u I�:1i 2-CAR ARAG o" x 21' 1j j9'-4" C.H. 4.0 TON W/8KW @240V 1PH 18x16 plen 24x16 rad AHU HANGING IN ATTIC scale 11/8'=1'0' w 185 14x8 11wcd r_T8• 18' Lr 6 i iwcd 9'-4NC.H. i dryer duct to roof cap w/dr er vent box 18x18 rag i 185 14x8 8•� iwcd 18x18 rag 7' I I 95 12x12 II 12x6 iwcd I I EN/ II BEDROOI #4 x 9'-4" C.H� Must hkve a Minimum clearance of 4 Inches around the air handler p('r the State Energy code. 4' x4 lw W ILC. -110 -_yG-� ------ 1� 14� 135 lwcd 7' 12' MASTER BEDROOFA 164" x 15'-0" 9'4" C.H. 13: 12x 70 12x6 1 7" iwcd 125 12x6 iwcd BNDRC OM #2 W-40 C.H. HB 1 4" loath duct to roof cap w/f an -light Nutone 763RLNB �3' loath duct to roof cap - w/fan Nutone 696RNB NOTE TO BUILDEReMUST PR❑VIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTI❑NS 1-3 All duct has an r=6 insulation value. TOTAL AIR CONDITIONED Rating v s s o_ K � C O � � � S � S S L,J 0 Q Q LJ x� z I—i o� W n- Wf:::�F—D-/CO = Q E:1 Q o W z O >- w •• •• > z z o L Ja�m�-d J O Q im 0— —1 ()