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FINE I N PARAMETERS ABV. ABOVE ACOUS. ACOUSTICAL ADJ, ADJUSTABLE AL. ALUMINUM APPROX. APPROXIMATE BD. BOARD BLDG. BUILDING BLK. BLOCK SOT. BOTTOM CAB, CABINET CER. CERAMIC C.1, CAST IRON CUR, CLEAR COL. COLUMN CONC, CONCRETE CONN. CONNECTION CONT. CONTINUOUS CTSK. COUNTERSUNK DECOR, DECORATIVE DIET, DETAIL D.F. DOUGLAS FIR DIA, DIAMETER DIM, DIMENSION ON, DOWN D.S. DOWN SPOUT DWG. DRAWING EA EACH EL. ELEVATION ELEV. ELEVATOR ELEC. ELECTRICAL EQ. EQUAL EXH. EXHAUST EXP. EXPANSION EXT, EXTERIOR EXIST. EXISTING F.F. FINISH FLOOR FLASH. FLASHING FLUOR. FLUORESCENT FT, FOOT/FEET FTG. FOOTING GA. GAUGE GALV. GALVANIZED GL. GLASS GR. GRADE GYP. GYPSUM H.B. HOSE BIBB H.C. HOLLOW CORE HDWD. HARDWOOD HDWE. HARDWARE HGT. HEIGHT HORIZ, HORIZONTAL I.D. INSIDE DIAMETER INCAND. INCANDESCENT INSUL. INSULATION INT. INTERIOR JT. JOINT LAM. LAMINATE LAV. LAVATORY LOC. LOCATION MAX. MAXIMUM MECH, MECHANICAL MET. METAL MFR. MANUFACTURER MIN. MINIMUM misc. MISCELLANEOUS M.O. MASONRYOPENING MTO. MOUNTED MUL. MULLION N.I.C. NOT IN CONTRACT NO, NUMBER N.T.S, NOT TO SCALE O.A. OVERALL OBS. OBSCURE O.C. ON CENTER O.D. OUTSIDE DIAMETER OFF. OFFICE OPNG. OPENING OPP. OPPOSITE PL. PLATE PLAS. PLASTER PLYWD. PLYWOOD PR. PAIR PRCST. PRECAST P.T. PRESSURETREATED PTN. PARTITION Q.T. QUARRYTILE RAD. RADIUS REINF. REINFORCE REQ. REQUIRED RM. ROOM R.O. ROUGH OPENING RWD. REDWOOD - R.W.L. RAIN WATER LEADER S,C, SOLID CORE SCHED. SCHEDULE SHT. SHEET SIN. SIMILAR SQ. SQUARE SST. STAINLESS STEEL STD. STANDARD I� STL STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL T.C. TOP OF CURB TEL, TELEPHONE T&G TONGUE AND GROOVE THK. THICK T.O,C. TOP OF CHIMNEY T,O,FR, TOP OF FRAMING T.O.L. TOP OF LEDGER T.O.P.TOP OF PLATE T.O.PL, TOP OF PLATE§ -" TYR TYPICAL � dT 4,"`°� v U.O.N. UNLESS OTHERWISE NOTED ' VERT. VERTICAL it VEST. VESTIBULE V.G.D.F. VERTICAL GRAIN W/ WITH - W/O WITHOUT W.C. WATER CLOSET ^`,t WD. WOOD WDW. WINDOW 2 W.H. WATER HEATER WSCT. WAINSCOT WT. WEIGHT SYMB. SYMBOLS L AND ANGLE @ AT s CENTER LINE '. DIAMETER OR ROUND # POUND OR NUMBER , PROJECT TEAM ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FLORIDA 33444 TEL: 561.243.0799 CONTACT: Earl Wills EMAIL: EARL@STOFFT.COM STRUCTURAL ENGINEER: STRUCTURAL SYSTEMS, INC. 210 LOAD ROAD DEERFIELD BEACH, FL. 33442 954 781 -5399 954593-2894 C CONTACT: GEORGE HEGEDUS EMAIL: GEORGE@STRUCTURALSI.COM CIVIL ENGINEER: CAULFIELD & WHEELER, INC. 7900 GLADES ROAD, SUITE 100 MEP ENGINEER: DESIGN ASSOCIATES 6982 GRIFFIN ROAD DAVIE, FL. 33314 954-585-6401 (T), CONTACT: MITCHELL STEWART EMAIL: MLS_PME@OUTLOOK.COM cii 29j_ :7 LANDSCAPE ARCHIITECT 3 IV gat fi;:' G30O M�LaC�G[1 OO C�i�C1G] C��MC3 � ;,, 3A' i � f xi § ._ .an 4'r+,k`„`�`v-gym „it'r?11204I?.hfv,: "i`,t'k"t ,A o-� A,' __: s is I :"+f"�' � S Y Y 9rt d Y am BUILDING CLASSIFICATION; TWO STORY SINGLE FAMILY RESIDENCE FBC 202ii CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 60-4 CONSTRUCTION TYPE V-B WIND LOADS AS PER FBC MO. EDITION AND ANSI/ASCE Ir0 REVISIONS_ BY DATE IL N Q R.D. COMMENTS EN 6,2421 N CODE EDITIONS: T Florida Building Code (FBC) ® National Electrical Code {NEC) ggg C tm THE FOLLOWING DESIGN PARAMETERS ARE REPEATED FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTESIDESIGN PARAMETERS) LLIVI CODE EDITION: FLORIDA BUILDING CODE200N BUILDING DESIGNED AS: ENCLOSED, RIGID c�v 011 WIND EXPOSURE CLABBIPICATION: D WIND SPEED DESIGN: 170 mph Vult INTERNAL PRESSURE COEFFICIENT +418' ' Kd 0.86 , L MEAN ROOF HEIGHT 35'-0" U �-•, A?) THE PROJECT WAS DESIGNED IN ACCORDANCE WITH 'h THE BUILDING CODE REQUIREMENTS FOR 1 N REINFORCED CONGR TE • CAN . RI F T T INSTITUTE Q S EEL CONS RUCTION (AtSO)`C)'"i.'It€ _a EDITION, BUILDING CODE REQUIREMENTS AND SHUTTERS: NO SPEC'S FOR MASONRY STRUCTURES (ACI 53D-131 jay I IMPACT RESISTANT ASSEMBLY --YES A?i 51TMS4_ '' BUILDING CODE REQUIREMENTS I AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD ,QJ IS A CENT. LOAD PATH PROVIDED YES CONSTRUCTION IANsI/.; , ASO). COMPONENT &CLADDING YES CXyclid ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY CE REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. -i RESIDENTIAL POOL SAFETY ACT -CHAPTER 45 OF THE 2w FBC RESIDENTIAL 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. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. W id% 21 In ri a� 4 0: zr vF r 4�. it �47 o a. F �..: L) ARCHITECTURAL A001 COVER SHEET � A101 DETAILED SITE PLAN H A201a FIRST FLOOR NOTED PLAN A201b FIRST FLOOR DIMENSIONED PLAN A202a SECOND FLOOR NOTED PLAN _ BOCA BATON, FL. 33434 561.392-1991 (T) CONTACT: MATTHEW KAHN, P.E. EMAIL: matthew@cwiassoc.com § ,. „ ,. :. t -.. „ , .,.; , , ' • r ' /�\ (I} r, l�rr/1 y . 14.4 .. t - .,. _..1 ram¢ ^ = A202b SECOND FLOUR DIMENSIONED PLAN A203a THIRD FLOOR NOTED PLAN A203b TIiiRD FLOOR DIMENSIONED PLAN I���n(�L��n n f7(�(�� I'�� (� (� � (� (� /� (�I�� /� I�� � /� �n � /� n �'�'� (� n � �/,� (� (�;�� LJ\J�7 LJ LfLIIJ �U�iU�J U�J� �U� �1Lr `1 0��1 L���01�JL1V /�iL�JL�/ \� 1 L1V�LfL1l�L� Lrtl =S ULJl1�LIVL1l LIV�� A301 — BUILDING ELEVATIONS ARCHITECT'S STATUS: FOR AND WILL NOT HAVE CONTROL OR A. THE ARCHITECT SHALL NOT BE RESPONSIBLE O CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EARTH WORK: _ A. PERFORM ALL WORK IN CONFORMIAN.,,.., TH THE INAL SOILS, COMPACTION AND GEOLOGICAL REPORTS. � B FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD TINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERI ]CATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. - C. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, TRUSSES: A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN NATURE, HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE FINAL TRUSS MFG.. LAYOUT, THIS FRAMING SCHEME (pIRECTION qF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THEPRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND RI. -.VI{) SIGNED AND SEALED ENGINEERING ACCORDINGLY. FINAL ARCHITECT MAKE STRUCTURAL UST BE SUBMITTED TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO ROUGH CARPENTRY: A ALL BEAMS INSTALLED ED WITHCROWN CROUP UNLESS OTHERWISE NOTED. CANTILEVERED BEAMS SHALL BE INSTALLED WITH CROWN DOWN, 8, 3" MINIMUM BEARING BY BEAMS ANp GIRDERS ON MASONRY OR CONCRETE. C. PROVIDE 4"X4" POSTS OR 2 2%4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS UNLESS OTHERWISE NOTEp, TIMBER A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES AREAS FOLLOWS: * FB r 1,150 PSI FV - 90 PSI E - 1.600,000 PSI AND PRESSURE TREATED FOR USE AGAINST CONCRETE AND MASONRY. TIMBER AND TIMBER CONSTRUCTION HALL COMPLY WITH SPECIFICATIONS AND B. ALL O S CO $ q CODER AS SPECIFIED BELOW: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION TIMBER CONSTRUCTION MANUAL A302 BUILDING ELEVATIONS A303 BUILDING SECTIONS ABO1 FIRST FLOOR RCP A602 SECOND FLOOR RCP A603 THIRD FLOOR RCP - A$Q1 - TYPICAL WALL SECTIONS AND DETAILS A802 I TYPICAL DETAILS EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. CODES: A ALL, CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSYRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES, CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE. ARCHITECT. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD/13th EDITION, BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-131ASCE 5-13/TMS 40246). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(ANSUNFOPA NDS40").. B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES, (ASTM D1657) TO A pISTANCE D. SOIL SHALL BE COMPACTED TO 98% MODIFIED ONE FIELD OF 5 FEET BEYOND ALL BUILDING EDGES, AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA, DENSITY TESTS ARE TO BE MADE 12 INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TESTIS) AND FIELD DENSITY TESTIS) SHALL BE FURNISHED TO THE ARGHITECTIENGINEER. E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. F. TERMITE PROTECTION SHALL BE IN ACCORDANCE W TH SECTION 1816 OF THE FL BUILDING CODE 10: CONCRETE: A GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF AC1318-14. B. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. LOW ALKALI, SILL TESTED AND CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.2 PERCENT. POURING OF FOUNDATION, B. WOAD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER TPI 1-2014; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION CONCRETE UNIT MASONRY; - A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-131ASCE 6.13tTMS4 , , BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, D. ALL SUB -SILLS, OVER V-0" IN LENGTH SHALL BE DOUBLE 2%4"s. E. DOUBLE 2"X4^6, SPIKED TOGETHER w/ 164'S @ S" O/C STAGGERED MAX BE USED IN LIEU OF 4*X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT, G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-8-790. INSTALL UNDER ROOFING AND TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR DOORS AND WINDOW FRAMES. H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL WINDOW AND DOOR OPENINGS. I. ROOF SHEATHING: 19132" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATIONPLYWOOD DESIGN , SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL LUMBER MANUFACTURERS ASSOCIATION. NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS, C, ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMITTED, SUBMIT MANUFACTURER'S DATE FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20.94. E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS OF AMERICAN PLYWOOD ASSOCIATION. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (CD) EXT-DFPA, (C-C) EXT-DFPA STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. A803 - n ,sTRU S1 52 83 --- 84 S5 S5 ST S8 MECI- M1 PERMITS: A THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS JOB CONDITIONS: A THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE JJ C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC OR OTHER DELETERIOUS MATERIALS. D. AGGREGATES: ASTM C33 FOR SLABS ON GRADE. E. SAND: ASTM C33 FOR SLABS ON GRADE. F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE OWG'S. OR AS AMENDED BY THE FINAL SOILS REPORT. B, REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF IW AROUND CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT, PLACING OF HORIZONTAL REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT REINFORCING. C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 VERTICAL TO ALIGN WITH BLOCK CORE. GRADE, 4 PLY, IDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. K, DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,OD0 S/F. IN ATTICS FOR AREAS OVER 3,000 SIF DOORS AND WINDOWS: A DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID WITH I FIRE CORE NOT LESS LNG NOT THICK OR BE IN COMPLIANCE WITH FBC E SELF PROTECTION RATING NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL CLASSIFIED CATEGORY I AND SHALL BE CAPABLE M2 M3 PLUM Fill P2 DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO NOT SCALE DRAWINGS. C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NONSTRUCTURAL MEMBERS DURING CONSTRUCTION. WORK NECESSARY TO COMPLETE CONSTRUCTION: A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.LC" (NOT IN CONTRACT) CLEAN UP /REPAIR: G. VAPOR BARRIER: BENEATH SLABS TO BE 8 MIL. POLYETHYLENE. H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS - EXCEPTION PILINGS SHALL BE 5,000 PSI. ALL CONCRETE WORK SHALL COMPLY W/THE REQUIREMENTS OF THE ACI BUILDING CODE (ACT 318-14) THE ACI DETAILING MANUAL (ACI 3151LATEST EDITION), AND THE SPECS. FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 3011ATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI 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 GRADE LAP ALL WWF A MINIMUM OF 6 INCHES U.N,O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A•815 GRADE 60. LAP ALL BARS MINIMUM 48 DLA, U.N.O.ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U,N.O. REINFORCING STEEL: A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED PT O E TING ]CAN CONCRETE INSTITUTE EXCEPT WHERE MORE EXACTING BY THE AMERABOVE REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. S. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. " SLAB ON VAPOR BARRIER 2" (ELEVATED 1 W) " BEAMS AND COLUMNS 1 1/2' " FORMED CONCRETE BELOW GRADE 2" " UNFORMED BELOW GRADE 3" * FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP * WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE * SLABS 3/4" CLEAR AT TOP (INTERIOR),1Y2"CLEAR AT TOP (EXTERIOR) BEAMS 1 1/2" CLEAR TO STIRRUPS * COLUMNS 1 1/2" CLEAR TO TIES D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER CLEANING AND INSPECTION. E. MASONRY UNITS SHALL BE ASTM C•AL TYPE .WITH MINIMUM COMPRESSIVE STRENGTH OF 19pq PSI ON NET AREA OF INDIVIDUAL UNITE. ALL GMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.N.O, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-616 GRADE �' F. ALL MORTAR SHALL @E TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION G-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION 1ST & 2ND FLOOR TIE L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, CHIMNEYS, FLOOR JOISTS OR TRUSSES. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL F FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION AND COMMENCEMENT O THE WORK, F K B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SECTION AND DETAILS L ETA] SECTIONS AND NOTES SHOWN ON THE DRAWING ARE INTENDED T BE AL DETAILS, ON 0 OW S0 TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. PLUMBING FIXTURES: A ALL SHOWER HEADS SMALL HAVE ANTI -SCALDING PROTECTION FOOT-POUND IMPACT TEST. OF WITHSTANDING A 150 IMPACT C. DOORS, &SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 FOOT-POUND IMPACT TEST D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60INCHES OF THE FINISHED FLOOR IN WALLS SURROUNDING TUB 8 SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II G C PRODUCTS. GLAZIN E. ALAS6 OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 801ABOVE THE FLOOR OF THE TUB OR SHOWER. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF 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" FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). G. WINDOW UNITS SHALL DISP, LABELS SHOWING COMPLIANCE WITH THE FL ENERGY CODE. H, ALL NEW SINGLE-FAMILY MOUSES, DUPLEXES, TRIPLEXES, CONDOMINIUMS AND TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LEGATED WITH MAX. POSSIBLE PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A DOOR THAT HAS A MIN. 29" CLEAR OPENING. THERMAL MOISTURE PROTECTION: A INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2020 P3 ELEC E1 - E2 E3 CIVIL -... BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. STRUCTURAL STEEL: A. WORKMANSHIP: WORK SHALL COMPLY WITH AL 4, LRM ISTH EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. - -. A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER -SPRAY, ETC, ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. CLIMATE &.GEOGRAPHIC DESIGN CRITERIA: A. PER M20'FBC-RESIUENT1AL, TABLE R301.2(1),'SUBJECT TO DAMAGE FROM` WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE 13 CLASSIFIED AS VERY �, SEE ADDITIONAL NOTES UNDER EARTHWORK. "—'- C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI.318 ELECTRICALLY WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. D. GENERAL BEAM NOTES: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. BEAMS, 3) ALL TIE BEAK$ REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR, BEAM PER STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM 01!PTHS ARE MIN. AND MAY BE INCREASED (8"MAX.) TO FIT BLOCK WORK AND WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U,N.O.. ON PLANS. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT, ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICAT1614 PROCEDURE" (ASW 131.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES, ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: - MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2. MASONRY WALLS A MINIMUM OF R4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. FRAME WALLS A MINIMUM OF RAS IN BOTH CLIMATE ZONE 1 & 2, VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY CONSE§VATION ENERGY CALCULATIONS AS SUBMITTED. I TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY B. RO CT/DESIGNER. INSTALLATION SMALL BE PER MANUFACTURER'S ARCM] RECO&ENDATIONSAND FLORIDA BUILDING CODE 20 ,ATTHECOMPLETIONOFTHE WORK THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE COVERING WORKMANSHIP, MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF TMF SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD, ---- - LAND - - - INTEI - - _WIND_OW AND DOOR DETAILS URAL FOUNDATION PLAN FOUNDATION NOTES & DETAI LOWER ROOF / FRAMING PLA UPPER ROOF FRAMING PLAN NOTES AND DETAILS SECTIONS AN _ D DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS FIRST FLOOR MECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN MECHANICAL DETAILS RISERS FIRST FLOOR LIGHTING PLAN ELECTRICAL SPECIFICATIONS S C N S ELECTRICAL PANEL & RISER DIAGRAM & MAY 3 01011 i FL-aolllGs FIRM-AAi 3.;,> OR IDFAE,DEBIEDS THIS DRAWMAPROPERTY 3!ALf,N$ N,!CATED OR REPRESENTED OFFICE, ,&A F DlMlED W,&THE DEVELOPED FOR OFFICE. I WERE CREATED ENO]ffD,$ DEVELOEED FOR CT ON. & IN SUCH ICTWN WfYH THE MOVO SPECIFIED PRO.IECT. NONE OF SUCH IDEAS, DE6Ni� EO TO IFIRSOS $FW.L BE USER 9V OR ARRANO $� DI80L0$EO TO ANV PERSON. FIRM, OR CORhOMWfi 110R 6 Lli & BE e 4 ARCHITECT'S STATUS: EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS COMPACTION AND GEOLOGICAL REPORTS. A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH GROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR 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 HI " t; P NATIONS SHALL BE MONOLITHIC v SPREAD FOOTINGS BASED N A IL B. FOUNDATIONS O SO OU THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE " FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST R'S FAILURE THE WORK, AND HE OR S HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE FINAL TRUSS LAYOUT. THIS FRAMING SCHEME DIRECTION OF TRUSSES MAJOR G.T. ( B. ° 3 MINIMUM BEARING BY BEAMS AND GIRDERS G ERS ON MASONRY OR CONCRETE. CONCRETE AND MA CO E MASONRY. TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER AN D ARCHITECT PRIOR 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 ACTS THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 40X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C AFTER STANDARD CLEANING AND GRUDGING HAS BEEN 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 COMPACTOR WITH A MINIMUM OF FOUR PASSES. TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO NINSTITUTE CONSTRUCTION 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 (`,ODES; D. SOIL SHALL BE COMPACTED TO 95%MODIFIED PROCTOR (ASTM D1557) DISTANCE WOODPLYWOOD DESIGN TEST OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE B WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE 2'X4"s, SPIKED TOGETHER w/ 16d'S 5" O/C STAGGERED MAY BE USED IN LIEU � ECIIF CAT ON AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; SPECIFICATION; ASSOC O 5 ANDAROS; NATIONAL A. ALL CODES WAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS 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 PREFABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR G, SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE L BE FURNISHED TO THE ARCHITECT/ENGINEER. DENSITY TESTS SHALL O C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. ALL LUMBER IN DIRECT CONTP CT 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 02487.69 (75) WITH LESS THAN 12% PASSING 2DO SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED S4iPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'SFOR DATE O APPROVAL. OF NOT MORE THAN 12" ANb COMPACTED AS ABOVE, D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER FASTENERS TO BE AS MANUFACTURED BY USP OR 51MPSON, 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 IN ACCORDANCE WITH SECTION 1818 OF THE FL TPI 1-2007; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD O BUILDING PAPER: FEDERAL SPECIFICATIONS 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 F T TRIM AND CAREFULLY APPLY SO AS 70 FORM A WATERTIGHT MEMBRANE. EACH COURSE WATERTIGHT AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20.94. SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 6-1R 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 IONSASCE WO CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS 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. B. 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: W000 AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL S OF A 18.14. REQUIREMENTS CL 3 QUI A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY, STRUCTURAL DESIGN H. ALL BEARING PARTITIONS G IT IONS SHALL SECURED T ADJACENT PARTITI N 0PARTITIONS, AND SHALL WITH IT BADE TRADEMARK I W. S G N ACCORDANCE WITH THE REFERENCED STANDARDS. A FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN S. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. LOW ALKALI, SILL TESTED AND SHALL BE IN ACCORDANCE WITH ACI 530.13/ASCE 5-13/TMS 402-13, BUILDING CODE T HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL WINDOW AND DOOR OPENINGS. PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. 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 (C-D) EXT-DFPA, (C-C) PERMITS: MORE THAN 0.2 PERCENT. REQUIREMENTS FOR MASONRY STRUCTURES. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, GD EXT-OFpA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. 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, IDES 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 BAR$ 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 JOB CONDITIONS: ASTM G33 FOR SLABS ON GRADE. 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 THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THAN 1%" THICK OR BE IN COMPLIANCE WITH FBC 3 WITH A FIRE PROTECTION RATING NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELFLF CLOSING E. SAND: REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. AND SELF LATCHING. A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE OR SOILS REPORT. VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 3,000 S/F AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS G. POLYETHYLENE BENEATH SLABS TO BE 6 MIL VAPOR BARRIER: OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE . . D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER CLEANING AND INSPECTION. L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, C. DOORS ,BATH &SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI FOR FOOTINGS &SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. DAYS. ALL CONCRETE WORK SHALL COMPLY WI THE REQUIREMENTS OF THE ACI BUILDING E. MASONRY UNITS SHALL BE ASTM C.9L TYPE MINIMUM COMPRESSIVE STRENGTH CHIMNEYS, FLOOR JOISTS OR TRUSSES. CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 CODE (ACI 318-14) THE ACI DETAILING MANUAL (ACI 315/IATEST EDITION), AND THE SPECS. .WITH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF FOOT-POUND IMPACT TEST B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED SHOP DRAWINGS: NOT SCALE DRAWINGS. COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS 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 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 II ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADE LAP ALL W WF A MINIMUM OF 61NCHES U.N.O. ALL REINFORCING STEEL SHALL BE F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION GLAZING PRODUCTS. CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND MANUR 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 BARS 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 ARCHITECTS ATTENTION IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. B. 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, REINFORCING STEEL: SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHALL 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 A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF SECTION AND DETAILS TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 DOCUMENTS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION 1ST & 2ND FLOOR TIE CODE. BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE "SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Yz") PLUMBING FIXTURES: WORK NECESSARY TO COMPLETE CONSTRUCTION: " BEAMS AND COLUMNS 1 1/2" DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-ILEXES, CONDOMINIUMS AND " FORMED CONCRETE BELOW GRADE 2" NATIONAL CONCRETE MASONRY ASSOCIATION. 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 ' UNFORMED BELOW GRADE 3" A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) " FOOTING 3'CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP " STRUCTURAL STEEL: DOOR THAT HAS A MIN. 29" CLEAR OPENING. WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE CLEAN UP / REPAIR: " SLABS 3/4" CLEAR AT TOP (INTERIOR), i Y2" CLEAR AT TOP (EXTERIOR) "BEAMS 1 112" CLEAR TO STIRRUPS A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE THERMAL MOISTURE PROTECTION: "COLUMNS 1 1/2" CLEAR TO TIES EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. 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 A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017 ENERGY CONSERVATION CODE, PRESCRIPTIVE REQUIREMENTS INCLUDE: DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2. CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-61N CLIMATE ZONE 2. D. GENERAL BEAM NOTES: (FY--46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. S. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STR, BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW DI A), TO VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY COASERVATION ENERGY CALCULATIONS AS SUBMITTED. 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 MATCH ADJACENT AREAS AND SURFACES. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER ELECTRODES. 8, ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY CLIMATE & GEOGRAPHIC DESIGN CRITERIA: STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (B" MAX.) TO FIT BLOCK WORK AND ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S WINDOW AND DOOR HEADS. RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE A, PER 2017 FBC-RESIDENTIAL, TABLE R301.2(1),'SUBJECT TO DAMAGE FROM 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE WEATHERING IS CLASSIFIED AS' NEGLIGIBLE', TERMITE DAMAGE IS CLASSIFIED AS'VERY DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O.ON PLANS, COVERING WORKMANSHIP, MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND T MIN. INTO OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. SUPPORT U.N.O. DESMIA PdaRGQNEVERS BUILDING CLASSIFICATION: CODE EDITIONS: 3-STORY SINGLE FAMILY RESIDENCE Florida Building Code (FBC) 2017 FBC 2017 CHAPTER 3, GROUP R-3 OCCUPANCY National Electrical Code (NEC) 2014 TABLE 503 CONSTRUCTION TYPE V-B WIND LOADS AS PER FBC 2017 EDITION AND ANSI/ASCE 7-10 THE FOLLOWING DESIGN PARAMETERS ARE REPEATED FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES/DESIGN PARAMETERS) CODE EDITION: —,,, BUILDING DESIGNED AS: ENCLOSED, RIGID WIND EXPOSURE CLASSIFICATION: C WIND SPEED DESIGN: 170 mph INTERNAL PRESSURE COEFFICIENT +-0.18 0.86 MEAN ROOF HEIGHT 34,-B" THE PROJECT WAS OESIGNEO IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 14 315-11, LRFD). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC LRFD 13th EDITION, BUILDING CODE !. REQUIREMENTS AND SPEC'S FOR MASONRY STRUCTURES (ACI 530.11/ASCE 5-06YTM5402-i i). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS4012, ASO, AF&PA). RESIN-L CpDE INFO�MATIONI 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. DRAWING INDEXI N O m N W W K O a ARCHITECTURAL COVER SHEET A001 A101 DETAILED SITE PLAN A201a FIRST FLOOR NOTED PLAN A201b FIRST FLOOR DIMENSIONED PLAN A202a SECOND FLOOR NOTED PLAN _ A202b I SC':OND FLOOR DIMENSIONED PLAN A203a THIRD FLOOR NOTED PLAN THIRD FLOOR DIMENSIONED PLAN A203b A211 ROOF PLAN A301 BUILDING ELEVATIONS A302 BUILDING ELEVATIONS A303 BUILDING SECTIONS %Wy A601 FIRST FLOOR RCP A602 SECOND FLOOR RCP THIRD FLOOR RCP I _TYPICAL WALL SECTIONS AND DETAILS �Tr;CAL DETAILS I IVINDOW AND DOOR DETAILS A603 �A801 ro A803 STRU 7 R C U AL S1 FOUNDATION PLAN S1.1 S2_ ,-vUNDATION NOTES & DETAILS LTuVER ROOF / FRAMING PLAN °5 I_ UPPER ROOF FRAMING PLAN S4 p,IOTES ANb gETAIL5 SECTIONS ANb DETAILS SECTIONS AND DETAILS SECT D DETAIL S S5 S6 S+ 58 6ECTIONS ETAILS MECHANICAL M1 FIRST FLOORMECHANICAL PLAN M2 SECOND FLOOR MECHANICAL PLAN M3 MECHANICAL DETAILS PLUMBING Pi FIRST FLOOR PLUMING GRAVITY PLAN SECOND FLO PLAN P2 P3 GAS, WATER d SANITARY RISERS a ELECTRICAL E1 FIRST FLOOR LIGHTING PLAN E2 ELECTRICAL SPECIFICATIONS ELECTRICAL PANEL & RISER DIAGRAM & NOTES E3 CIVIL LANDSCAPE INTERIORS FILE COPY REVISIONS BY DATE EW �i OA � 4 APR 15 2021 ALL IDEAS, DESIGNS, ARRANGEMENTS. & BANS INDICATED OR REPRESENTED BY THIS DRAWING ARE ONNED 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 DI UM90 TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER W OUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, PA WRITTEN DIMENSIONS ON THESE ORAVANGS SHALL HAVE PRECEDENCE OVER 3CAIE DIMENSIONS. COMRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & ODNOTTONS ON THE JOB, &THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAVANGS. SHOP OETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 0201& ALL RIGHTS RESERVED RMIOALL STOFFT ARCHTIECTS PA. NOTE: CONTRACTOR SHALL INSTALL DR SAFETY ALARMS AT ALL OPENINGS TO POOL / DECK (TYP.) W O a- 00 z N � � zL- . to nj d o J 00 o LJ z >- it M moo m 0Nt 1= X LAJ z(3Ll-o II L+JOOLd J W W D LLJ W 0 w SUBJECT PROPERTY FALLS WITHIN ZONE')C AND'AE4' ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE MAP (FIRM), IDENTIFIED AS COMMUNITY PANEL NUMBER 12D99C0979F & 12099C0983F . EFFECTIVE DATE: 1045-2017. .E(9AL DESURIPTION: OTS 29, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. V_19I [1]I:N3 ANY LANDSCAPING SHOWN IS DIAGRAMMATIC ONLY AND SHOULD NOT BE USED TO ONSTRUCT THE PROJECT. REFER TO LANDSCAPE DWG'n. . REFER TO LANDSCAPE ARCHITECT DWG'e FOR ALL HARDSCAPING, LANDSCAPING, TREE & LANT TYPES & LOCATIONS, DETAILS, IRRIGATION, PTO.,. SITE PLAN NOTES 1, ALL MECHANICAL EQUIPMENT TO BE ELEVATED 1"-0" MIN. ABV. BFE E0' 2. REPPR TO CIVIL PLANS FOR DRAINAGE DETAILS &GRADING. RESIDENTIAL CODE INFORMATION ALL RESIDENTIAL CONSTRUCTIONS SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2020 EDITION. THE CODE IS COMPLIED WITH THE 2002 ADDTTION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70A. RESIDENTIAL POOL SAFETY ACT - CHAPTER 41 OF THE FBC RESIDENTIAL 2020 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM TBE HOME SHALL MEET THE RESIDENTIAL POOL SAFETY ACT. 2. ALL SCREEN DOORS ARE TO BE SELF LATCHING AND SELF CLOSING LATCH MECHANISM SHALL BE MOUNTED AT 54" A.P.F. 3. ALARMS SHALL BE INSTALLED ON DOORS, 4. THE O.C. IS TO VERIPY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMM POOL SAFETY ACT. S. ALL SITE WALLS TO COMPLY WITH THE RESIDENTIAL POOL SAFETY ACT. N N O LOCATION MAP N.T.S. FOOTINGS NEAR POOL - BUILDER TO COORD. FTG. ELEVATIONS NEAR POOL STRUCTURE. IF EDGE OF FTG. IS WITHIN 5' OF POOL STRUCTURE, THE FTG. SHALL BE LOWERED 12" FOR EVERY 12" LESS THAN THE 5'-0" DISTANCE. (IE: IF THE FTG. IS ONLY 4' FROM THE POOL STRUCT. THAN THE TOP OF THE FTG. SHALL BE A MIN. OF 2'-0" BELOW THE TOP OF POOL STRUCTURE.) [SITE NOTES SOIL STATEMENT: j SEE SOILS REPORT PER SOIL BORING TEST FOR FURTHER INFO. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE STRUCTURAL ENGINEER/ARCHITECT SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH THE WORK. LANDSCAPE NOTE: SEE LANDSCAPE DRAWING BY LANDSCAPE ARCHITECT RETENTION NOTE: DISCHARGE OF RAIN WATER AND CONDENSATE MUST BE AT LEAST 12" AWAY FROM THE FOUNDATION SITE MUST RETAIN FIRST 1" OF RAIN WATER MODEL C SITE PLAN 1 /811=1'-011 Z w C.� z H RfC$HT w n O � V �- U' a n -- ',W r REVISIONS BY DATE a v I .. MMENTS 5.2 a.zT i � � 9.D. CD FAA' � A6 � /A5 4 4 y'" ® 3 o LLI I Cu 2 '^ REFER TO APPLIANCE MANLFACTU S SPECIFICATIONS AND VERIFY THAT PC OL wow °" cGk P HEATER AND BBQ LOCATIONS MEET o LL APPLICABLE 51 CODES t0 MEET CODE FIXED CASE 09 HB ® FIXED 0 TO EXTERIOR METER 1 li ❑ � VENHe T DRYERLur 3ro i R GUN 1 ELECTRIC PANELS OP I IN — — — — 15 Cs. 5.B.Q (TYP) DRY a SEE StRUG. DWGS. = — — — — — — 3" DIA. STEEL BOL BBQ ABv. CTY .) d ME CC)OLER ! O 6" CMU WALL 48" HIGH W/ CABINET ; J gj STUCCO FINISH TO SIMLULAT TOP a H ' `J N FIXE �'-iYi� bN OB TIO BEIASOBL D G SO a HARDI-PLANK SIDING W/ FLAT HDR � 10 b"CL9 4 9 1 POU C. G SMOOTH O O ST FI OORS BETWEEN GARAG 108 H>s ;" t� 118 a I ° ra-s"u arum — Q TYP. WHE SHOWN) COL' G I I i --[ATION 1� F D IN SLOPE (TYis) ' e EL. 2" MIN. SLAP- 4" o C71 '' "'y C� 1� A6 0s KI7xut t IBWa G uv b B iPJ - HOOD III A13v. (TYP.) I I EA. SIDE 4 R-II 1NSUL. (TYJ ICAEIN TS 5/9" TYPE 1X GYP. BD ON16a O.C. W/ V1—iI .. y _ -- DIRER. WW/MIN. 2 X 4 STUDS ( " - GAFRAME54Ts=p WALLS TO BE I-HR DOFF. TOP ®ej -4u 8 _2 1 r� NH 3 E LAT DR 01 CL I c,7711 8a J p P III 7TrI OGRE 104 0 110 77 4n � - — _ 115 MIRR , (ICAtD AF • - - — 4 I I ^' pViH. 3 II R18 i r` — �00M i, 1 1.f — — d-� tlV iB OOM! 6 I; 111 U ,POWl v v .. -113 . l s _ J 02 _ U COVERED PORCH IIIII I \\ 10 -b" Clls 1 3 III II 112 _ iC) s III Lallonv� I I 0 O r I SLOPE 2" —=LL—� IIIIN 0 "mIT ��. 3611 TO 42" 141GW +p HIS1-rj ASS RAIL BY HIS STAIR DETAILS 36 I-IICsH RAILINGS, ;4 � 12 m FIR TO FLO DESIGN TO REJECT '� FLOOD VENT CALCULATIONS GARAGE (2 CAR) 687 S.F. VENT (as per m8nuf. specs.) 200 S,F. TOTAL 3 VENTS MINIMUM =I S.F. CMU WALL--. (SEE STRUCTURAL DWI S"x16" FLOOD VENT GARAGE SLAB SY "SMART VENT" (SEE STRUCTURAL DWG"s) MODEL #1540-610(SINGLE) MODEL #1640-511(STACKED) FINISH TO BE STAINLESS STEEL I I I I Ell= .. • a p x _III +lil I n 11= I L-=11 • < I I � PROPOSED GRAD FOUNDATION (SEE CIVIL DWGs) (SEE STRUCTURAL DWGI i 1 OTHERS, DEAIGN TO 21R ® 6.8" 4" DIA, TYP. REJECT 4" DIA., TYP. i RECEIVED A5- JUN 18 2021 AA itl �1® ®nw!y 1� FIRST FLOOR NON A/C � �N 2017 DOOR SCHEDULE CALCULATIONS PER 1-CAR GARAGE V1rNT1LATI0 FBC-MECHANICAL VENTILATION PER SECTION 403 TABLE 403 .11: OCCUPANCY: 2-CAR GARAGE # 1(547 S.F.) j CFW CAR: 100 CFM # OF CARS: 2 CFM IEQUIRED: 2 x 100 -200 CFM WIND @a 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 REQ'D (3) 8" x 16" SMART VENT REQUIRED. SEE CHART BELOW MODEL # FLOOD COV. AIR VENT. 1540-510 200 SQ. FT. 51 SQ. IN. 1540-511 400 SQ. FT. 102 .IN. TGTAL VENTILATION PROVIDED 153 SQ. IN. SIZE FIRE MARK Thickness RATING NOTES WD HGT LABEL 101 V.011 81.011 461.01 2" W/ 3'-O"A'-b" TRANSOM 102 2'--b" 21' W/ 51-011Xp-6" TRANSOM 103 10'-011 10'-0" 211 3 AN L 5 I R 104 16'-011 10.011 211 4 SLIDER 105 161.011 111 211 .. - 4 PANEL 5 IDERCNJ IA1A. In 2'.611 f. O 61.011 211 -. W1 V-0"X T-MN TRANSOM YJ VYJ �'� 101 •wY/ 108 9&'-011 8'-014 21' -- aPAVE�RyW�EA�Dy iYsA�RyA��CsE I'V r'i +s'-WI1 ©4i 211 -- VYGIVIFWV I.iAR�YMiE 110 2'-81, 81.0" 13/4" .. III 21-/A11 13.40 13/4° .. 112 21-611 8'-011 13/4" 113 1'-8" 8'-011 13/4" 114 31.00 81-/All 211 FRENCH DOOR 115 21-811 8'-0" 13/41' 116 V-811 8'-0" 13/4" 111 2'-8" 8'-0" 13/4" ITS 2'-8" 8'-0" 13/4" MIN. 20 MIN W/ SELF CLOSING HARDWARE 119 2'-8" V-0" 211 Hates: 1. ALL EXTERIOR DOORS 4 WINDOWS TO HAVE IMPACT RATED GLASS. 2. TEMPER GLASS AS REQUIRED BY CODE. 3. CONTRACTOR TO VERIFY ALL WINDOW AND DOOR SIZES. WINDOW SC�I�DI�L� MARK SIZE Head Hsi ht NOTES WIDTH HEIGHT 101 2'-411 V.011 8'-0" CASEMENT 102 11.811 T-011 8'-011 CASEMENT 103 104 I'-8" 10'-S" 8 - " 1'-811 9'-8" a-4'-V FI W/I'-8° X 11*g TRANSOM FIXED GL8 BETIIEE ! CABINETS 105 10b 101 108 4'-1 y0" 9'-8" T W/4' CA8 MENT 110 III 112 21.411 41.00 81.0E C PARENT 113 4'-011 8'-0" 8'-0" DBL. T Notes: 1. ALL EXTERIOR DOORS 4 WINDOWS TO HAVE IMPACT RATED GLASS. 2. TEMPER GLASS AS REQUIRED BY CODE. 3. CONTRACTOR TO VERIFY ALL WINDOW AND DOOR SIZES. DETAILED AREA CALCULATION BBQ 50 5F COVERED PORCH 254 5F PORCH 198 5F GARAGE 580 5F 10815E DETAILED AREA CALCULATION AICA IA FLOOR A/C 1903 5F and FL A/C IS31 sF 3840 5F SE= &QQs NON Aic BALCONY ISO 8F MASTER TERRACE 115 81, REAR BALCONY 43 OF 403 OF QMALL DETAILED AREA CALCULATION Ist FLOOR A/C 1903 SF 2nd FLOOR A/C 1931 5F BALCONY 186 sF COVERED 'PORCH 254 8F BBQ 50 SF PORCH 198 8F GARAGE 580 8F MASTER TERRACE 115 SF REAR BAL_!:lY 43 8F 5324 SF 1st FLOOR NOTED PLAN 1/4"=1'-0" ALL IOBA&OWbNr,MMMTBAS01 &PLANS WONTED OR REPRESEN7SO BYTMS DRAWING APE OWNED SY, & TH1 PROPERTY OF THIS 01 WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPEGFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENT", OR PLANS SI Wl. BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRI N PERMISSION OF RMGALL E. STOFFT, ARCHITECTS, PA. WRITTEN DIMENSIONS ON THESE DRAWWOS SHALL HAVE PRECEDENCE OVER SCALE DIMENS"]NS. 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 SY THESE DRAWINGS. SHOP DETAILS OPA�IXMTE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDRlG WTH FABRICATION ON "EMS SO NOTED. GPDLS. ALL RIGHTS RESERVED RANDALL STIFFTARCHRECTS PA. 9 Ab ag 7a1_mll 6'-b° I blI-roB b" y rip p CA I GIl 4 POOL EQJ PMWr ON 6' COW- PAD Fdf h roll T000 FI I • _ o • Guu I — Z ® — DRY W4SL1�0WVEIM �yuQ -60 a 10-6" 6" Z R e • CLGt V _ Y R " 6 tr' Ej o F)t, - _ . �11 _ 3,-b„ 3i 4„ +Rjj S(J a — 29' 10" 13" ��mm tl�ro cv �o 1' "r6 R \\ 351,1mB 3'_mIl 12'-2" roll T-6ll (3R III �— pl_61l Tm N N d' 0 W W FILE COPY 1st FLOORDIMENSIONED PLAN 1/4"=1'-0" REVISIONS BY DATE Q S.D. COMMENTS SW 5.24.21 F••'1 N (D W � U Q c U w ` H 1-LI CRII rr�M�./� W C) 0 5 w a� a� <M u 1~ ib Job No. 2012093 JUN 15 2021 FL-0011105 FU M-AA003.37K, ALL IDEAS, DESIGNS. ARRANGEMENTS. S PIANB INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, S THE PROPERTY OF THIS OFFICE. 6 WERE CREATED, EVOLVED, S DEVELOPED FOR USE ON, B IN CONNECTION WIM THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED W. OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANYPURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANS ONE. 98EDR,ARCHR SHAIUL A WRITTENDIMENSIONSON DIMIDRAWINGS SHAH HAVE PRECEDENCEOVERERSCALE OIMENSO CONTRACTORS OS SHALL VERIFY R BE RESPONSIBLE FOR ALL DIMENSIONS I CONDITIONS ON THE JOB, S THIS OFFICE MUST HE NOTIFIED OF ANYIONS SHONE FROM THE DIMENSIONSWWS..SHOP CONDITIONSSHOWN BY UST BE UMMITTED SHOPDETAILS OF ADEQUATE SCALE MUST BE ED ING IEDTOTHIS OFFICE FORAPPROVAL BEFORE IS. ALEONGTSR FABRICATION ON RAMS SO NOTED. C ARCHITECTS ALL RIGHTS RESERVED BANDALI. STOFiT ARCHITECTS PA. t REVISIONS BY DATE a A5 Q N Progress 0 Bill9A420 oftfti W WALL E5ELOW, a FIXED EGRESS FIXED EDGE OF ROOF L (FIXED a _ _ _ /\ O (TY WHERE SH—lO 1N) ITV- J �j •-� Q c� SOU F D HERE ;o L ��BEDROOM 03 213 214 � y FIXED RYCG L1 1'-& CLASS WFFIT O b h\E MASTER BATF! ° Q a P ( ° MIRK MY G.fs BPRRIte LII� 10'-O' O m 5oFF1t 208 Ras U o \ jj WIC V r�l H hr-1 m \ TYP. UKIERE SHOWN Sm F-+�OUND INSULATION 207 I SOUND INSULATION 212 I _ .- (TYP. WHERE SHOWN) O O O 0 \ RtS 211 �y ~ SLOP EtsRESS / O RsS D A6 l rh -- 4„' TOP m b'_3 /'I� 206 Rs CLCS 13 6" GMU WALL 36" HIGH E3 O V LL AHU2 I, A7 WfHARDI PLANK SIDING W/ v J FLAT HDRII / II w + x �' 3 -6' WIdB `4 n 1X'D GLS L POURED CONG. CAP k SM OTH STUCGO FINISH (TYP.) MQDc f \ 209 �r� -m� L Rom` o Y 12 / ka LW 101 \ a o o 215 (� p / \ iJ I' SLOPE � O n cv 1� TOP ®8'_2 Y — 203 - FLAT HDR` 2 a1 — * — - — —. _._ i BEDROOM 4 a - � — — BE R D 4 m WIDE — a VAULTED CLG. °� 201 SS III 1 — -- 4 SPRIN@ LINE ®I0.01 — - w CLGOff ICE — -- — — — 217 -- a (TYP. WHERE SHOWN) 3 -_ I = 16 SOUND INSULATION _. - q1. ^ I TO (TYP. WHERE SHOWN) _ -- -- �' SOUND INSULATION 9- r1— 14 — 0. I 0 13 j Lk p µP\ 36" TO 42" HIGH CxLS RAIL,IN, • FI EP 20 BPR .LME.1O•- DESIGN TO REJECT 4" DIA, -- —� GRESS DEDICATED AFC( I. // TYP, �9 . -- M I�_ a A m _ I rS 36" HICsH .RAILING, DECK PAVERS. SEE — — —` DESIGN TO REJECT SPECS.(TTP.) I 4" DIA., TI=W. FIXED FIXED FIRE STAIR DETAILS 12.-0 F TOF LR LR 11R a bb" : j e � I A5 � law r s=; 'I DOOR 5CNEDULE MARK SIZE Thickness FIRE RATING LABEL NOTES WD HGT 201 PR 2'40" 8'-0/�" 2" 5'-0"XT-0" TRANSOM 202 PR 2'.0" 8'-0" 2" 203 b'-0" 8'-0" 2" 2 PANEL SLIDER 204 91%0" 8'-0" 2" 3 PANEL SLIDER 205 PR T-0" 206 T-6" 8'-0" 13/4" 201 PR T-0" 8'-0" 1 3/41' 208 T-6" 81_0" 13/4" 209 T-b" 8'-0" 13/4" - 210 2'4" 8'-0" 13/4" 211 2'-81' 814" 13/4" 212 2`-b" $:_0" 13/4" 213 2140" 8'-0" 2" 214 T-0" 8'-0" 13/4" 215 T-8" 8'-0" I3/4" -- 216 2'-6" 8'-0" I3/4" 211 T-6" V-0" 13/4" - LUINDOW 5CHEDULE MARK SIZE Head Height NOTES WIDTH HEIGHT 201 P-4" 8'-0" 16'4' FIXED 202 T-4" 5'-0" 8'-0" CASEMENT 203 2'-4" 5'-0" 6-0": CASEMENT 204 41-0" V,Oil 8"-01, DOUBLE CASEMENT 205 4'-0" 6'-O" 8'-01, DOUBLE CASEMENT 206 T-Olt b'-011 8-0' CASEMENT 201 2'41' 6'4" 8'-0" CASEMENT 208 T41 4'-5" 8'-0" CASEMENT 209 4'-8" 5'-0" 6-0" DOUBLE CASEMENT 210 4'-8" 5'-0" 8'-0" DBL. CSMT. ECiRE5S 211 I'-8" 3'-0" 8'-0" CASEMENT 212 T-41' 3'-4" 8'-0° CASEMENT 213 4' 0' Y41 6-0" DOUBLE CASEMENT Notes: I. ALL EXTERIOR DOORS 4 WINDOWS TO HAVE IMPACT RATED GLASS. 2. TEMPER GLASS AS REQUIRED BY CODE. 3. CONTRACTOR TO VERIFY ALL WINDOW AND DOOR SIZES. Notes: I. ALL EXTERIOR DOORS 4 WINDOWS TO HAVE IMPACT RATED GLASS. 2. TEMPER GLA55 AS REQUIRED BY CODE. I -3. CONTRACTOR TO VERIFY ALL WINDOW AND DOOR SIZES. 'I r4 2rid FL 1 /4"= I'_p^ FILE COPY ob No. 2012093 z ] 4 r REVISIONS BY DATE a N Q Progress EIW 9.1420 � N 1%.. .__ .. ._ .. ... o N cq a v o, 3 a A LU U U) m o C�CLL G (D s ) � a U zTO L m U� C"l N W Ozw O f y 0 V O- m Ua m Q ' Wpm o O z J ) 2 T N tC� py M1 (J p# � j✓} �"p�pM`�y`` Q F4(�i Lef t f K 8Rp i t u 1 d k � J A MM f i � Y.Pp1 z lawn .nmA '.iot, N�.2012Q93 —] FILE COPY 2nd FLOOR DIMENSIONED PLAN rvnrr e r 12nnF. VnTPO, 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) 2. G.C. SHALL CONFIRM ALL STRUCTURAL COLUMNS AND BEAM SIZE, LOCATION AND REINFORCEMENT WITH STRUCTURAL ENGINEER'S DRAWINGS PRIOR TO CONSTRUCTION. 3. G.C. TO VERIFY POSITIVE SLOPE AT FINISHED FLOOR TO ENSURE PROPER DRAINAGE AT ALL LANAIS, COVERED ENTRY, OUTDOOR LIVING SPACES, BALCONY'S AND GARAGE 4. G.C. TO PROVIDE APPROVED 4-PLY BUILT-UP ROOF SYSTEM OVER TAPERED INSULATION BOARD (OR EQUAL) AT THE TOP SIDE OF ALL ROOF SLABS INCLUDING GARAGES, LANAIS AND BALCONIES IF APPLICABLE. G.C. TO ALSO PROVIDE MAKE UP AIR EQUAL TO ULTRA AIR ADEQUATE FOR THIS SYSTEM. G.C. TO PROVIDE (2) VENTS INSTALLED INSIDE THE GARAGE OPEN TO THE ATTIC SPACE. 5, REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATION OF COLUMNS AND ADDITIONAL INFORMATION. 6. REFER TO THE REFLECTED CEILING PLAN FOR ALL HEIGHTS, DIMENSIONS AND CEILING DETAILS. 7. G.C. TO COORDAINTE ARCHITECTURAL DRAWINGS WITH INTERIOR DESIGN DRAWINGS FOR EXACT DIMENSION AND CEILING DESIGN. S. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION REFER TO STRUCTURAL 4' FOR ALL BEAM SIZES vlvar- WNS r DATE kEVISIONS BY N F OD 9.14 20 7. arogress E N N 0... r r a l o ..... V m a W Q� ROOF PLAN 1/4 -1'-0" a ^^1 Ew� 5114 i� L i 4^1 Oil Aef U .� `t o I Job No. 201209 ">r t A{ APR 15 2021 FL-OOM05 FIRM- 3379 ALL IDEAS, DESIGNS ARRANGEMENTS,& PLANE 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 MITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P:A, WRITTEN OIMENSIONS.ON THESE DRAWINGS. SHALL HAVE PRECEDENCE OVER SCALE-DIMENSIONS.CONTRACTORS SHALLVERIFY &BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND DINSSIB SE DRAWINGS:H OF ADEQUATE SCALE MUST BE SUBMITTEDTO THIS OMC EFILE COPY FOR APPROVAL BEFORE PROCEEDING NTH FABRICATION ON ITEMS SO NOTED 0 XH8:ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A i LOUVERED WOOD PANEL A EQUAL(TYP.) APPROVED EQUAL .) 7 P STUCCO FRIEZE BD (TYP.) x4 5A 40INTY a WALL MOUNTE� LIGHT FIXTURES (TYP- Rol 1: 211Xib0 (RIPPED) WOOD FASCIA BOARD (TYP) _ TA,13. A EL'. +22'-0" STUCCO SOFFIT (TYP.) 3"X6" COMPOSITE OUTRIGGERS • 36" O.C. (TYP. METAL DRIP EDGE (TYP.) 5 OIL T.O.B. A O A A EL.- +11P-4" SCORED STUCCO FINISH O 6 SIMULATE HARDI-PLANK SIDING Q (TYP.) 6 SMOOTH STUCCO TRIM (TYP.) DECORATIVE WOOD 8" XS"X36" CMU COLUMN BLOCK ---- SHUTTERS OR APPROVED W/ SMOOTH STUCCO FINISH 4 EQUAL (TYP.) ALUM. RAILINGS 4 PICKETS — 4 (TYP.) CONIC. BEAM W/ SMOOTH STUCCO — FINISH SEE STRUCTURAL — T.O DRAWINGS. (TYP.)-4�11EL.• +12'-0'I ❑ ❑ ❑ = T.O.B. v ALUM. LOUVERED PANEL OR 1"XS" SMOOTH STUCCO APPROVED EQUAL(TYP.) FRIEZE (TYP- SUBMIT SHOP DRAWINGS FOR — ARCHITECT'S APPROVAL - — - SMOURE E TUCCOPLANKFINISH TO 4" SMOOTH STUCCO (TYP- $I' S" DECORATIVE STUCCO COLUMN 4 SIDING CTYP- I "XIO"X36" STUCCO PLINTH BOXED AROUND STEEL COLUMN. SEE STRICTURAL DRAWINGS OR APPROVED EQUAL(TYP.) — ALUM. DOOR W/m-' IMPACT RATED GLASS SEE DOOR SCHEDULE (TYP.) 3ro" HIGH ALUM. RAILINGS 4 e PICKETS (TYP.) DESIGN TO FIRST FL RENJECT 4" P4A F-TT'Pa F F O EL'' a' ® SMOOTH STUCCO FINISH (TYP.) EL• 0-0" GA FLOOl CONC. STEPS OVERHEAD GARAGE DOORS, SEE STRUCTURAL SEE SCHEDULE SMOOTH STUCCO TRIM (TYP.) F)aAWINriS (TYP) 1 FRONT ELEVATION METAL ROF (TYP.) a SCORED STUCCO FINISH TO SIMULATE HARDI-PLANK SIDING (TYP.) 8'IXSI'X36" CMU COLUMN BLOCK W/ SMOOTH STUCCO FINISH 4 ALUM. RAILINGS 4 PICKETS (TYP.) SMOOTH STUCCO FINISH (TYP.) ALUM OR APPROVED EQUALLOUVERED PANEL(TYP.) SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL S"X8"X DECORATIVE STUCCO COLUMN 4 10"XIO"X36" STUCCO PLINTH BOXED AROUND STEEL COLUMN. OR APPROVED EQUAL SEE STRUCTURAL DRAWINGS (TYP- 4" SMOOTH STUCCO TRIM (TYP.) CCNC.STEPS SEE STRUCTURAL DRAWINGS (TYPa , �— SMOOTH STUCCO FINISH (TYP.) NOTE; CONTRACTOR TO REFER TO OTHER ELEVATIONS FOR GENERAL NOTES AND BEARING HEIGHTS LABELED TYPICAL 2 REAR ELEVATION I i ld,Jfi4..i '" mepepL ze a - ZONE • 4.1' MARK +VALUES - VALUES A + 48,6 PSF - 520 PSF + 481A PSF - (05.1 PSIF C + 42A PSF - 46.5 PSF p + 42,4 PSF - 52.6 PSFFISSION -- E I + 43.1 PSF - 41.5 PSF +22'-0" REVISIONS BY DATE N Q G.O. COMMENTS ERN 6.24.21 N CJ r� �1 n Lu Cn N Q �I .. I I c 'i > :T i� -A R A i • -) W H U v z MAN Jot) No 2012093 MAY b 0 VIA FL 0QW0 PLC roue. DEewNa ,vwnnaENERTe a n t Vfi'n it PRREPREBENTHISYTM&ISEIE ORCAI IyUD°$ PRDPERPETY DFRSE IN DEVELOPED MR Nii 8 - CONNECTION H ON. 9 CONNECTION FIRST FLOOR NONE DES, OR PLAN SHALL BE Sf tEvi,+,x ARRANSPECIFIGEMENTS, BE U5 DPf DISCLOSED TO MY PERSON.FIRM OR 'a=OR P MYYPERVER ' EL.= O'-Oii MY PURPOSE IMTH THEYRA PNYPURPOSENTVTSDEVERWFIFT, THE /nIT I STOPDRAWWG$SETN.Tt PERMISMTI"FSION ONSIONS NE. DR0.NS. LV' PRECEDENCE OVER SCALE VINIEHESE PRECEDENCE OVER 6CN.E DIMENBPNIS.OD TTU ;4%tiO NS1414yyS 6MNA VERIPY6 EE RESPONSIelSM RUDIM DPProEMGSTSE NOTIFIED THE JOB.d ST OF ANY VARIATIONS HE AND DFANYIONS DRAWNGS. FILE COPY SHONE BY THESE SHOP jYLS DONDITIONSECWNS MUST OF ADEQUATESTOE DRAm"WO TO THIS OFFICE �O �° �°�°�"E °" t T.O.B. EL.- +11'-4" 22'-01, WALL MOUNTED LIGHT FIXTURES (TYP.) 2"X6" (RIPPED) WOOD FASCIA BOARD (TYP) STUCCO SOFFIT (TYP.) 3"X6" COMPOSITE OUTRIGGERS _ NB 3611 O.G. (TYP.) METAL DRIP EDGE (TYPJ - SCORED ST�FINISH70 SIMULATE HARDI-PLANK SIDING - (TYP.) b" SMOOTH STUCCO TRIM (TYP.) - VX8"X36" CMU COLUMN BLOCK W/ SMOOTH STUCCO FIN15H 4 ALUM. RAILINGS 4 PICKETS n. (TYPJ ONC. BEAM W/ SMOOTH STUCCO FINISH SEE STRUCTURAL LI'I DRAWINGS. (TYPJ ALUM. LOUVERED PANEL OR APPROVED EQUAL(TYP.) SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL — 4 SMOOTH STUCCO (TYP.) )ECORATIVE STUCCOCOLUMN4 VX36" STUCCO PLINTH BOXED AROUND STEEL COLUMN. SEE RAL DRAWINGS OR APPROVED EQUAL(TYPJ ALUM. DOOR W/ MPACT RATED GLASS SEE DOOR SCHEDULE (TYPJ 36" HIGH ALUM. RAILINGS 4 PICKETS (TYP.) DESIGN TO RE SGA 4" r,l,�, ,'TrPJ SMOOTH STUCCO FINISH (TYPJ METAL ROOF (TYP.) METAL DRIP E E (TYP.) 2"X6" (RI D) WOOD 0 FASCIA CARD (TYP) 0 STUC O SOFFIT (TYP.) 3"X6" COM SITE OUTRIGGERS 1 s 36" O.G. (TYP.) I"X5" OOTH STUCCO FRIEZE IIRST FLOOR (TYPJ 6" OTH STUCCO TRIM (TYP.) EL.- 12'-0" s 'IR5T FLOOR 3" " COMPOSITE OUTRIGGERS EL.- 10'-6" ® 36" O.G. (TYP.) C C. BEAM W/ SMOOTH STUCCO FINISH SEE STRUCTURAL DRAWINGS. (TYPJ 8' DECORATIVE STUCCO COLUMN 4 10"XIO"X36" STUCCO PLINTH XED AROUND STEEL COLUMN. OR PPROVED EQUAL SEE STRUCTURAL 0 DRAWINGS (TYPJ 4" SMOOTH STUCCO TRIM (TYP.) — LOUVERED WOOD PANEL OR APPROVED EQUAL(TYR) STUCCO FRIEZE BD (TYP.) CC B DIU(TT) Is= JAIL ❑ 1 1 ❑ 0111112 CONJCSTEPS OVER E H AD GARAGE DOO SEE STRUCTURAL SEE -SCHEDULE 0 6" SMOOTH STUCCO / t2'-8" 6'-4" x 6" TRIM (TYP.) x L SMOOTH STUCCO FINISH SMOOTH COMPOSITE BRACKETS (TYPJ ■1 0 T.O.B. +22'-0" 0 DECORATIVE WOOD SHUTTERS OR APPROVED EQUAL (TYP.) T.O.B. EL.• +12'-0" T.O.B. EL.- +10'TR IUX8" SMOOTH STUCCO FRIEZE (TYPJ SCORED STUCCO FINISH TO SIMULATE HARDI-PLANK SIDING (TYP.) .9 0 in u� N= III= qp.IsSeIiF;Rms a- ZONE = 4Y +VALUES MARK + 48b PSF + 48.6 PSF -E465P5F + 42A PSF - + 42-4 PSF D - 415 PSF I + 43.1 PSF E 0'-O" ,-GARAGE FLOOR EL.=± FRONT ELEVATION 1/4"=1'-0" 0111■C m NOTE: CONTRACTOR TO REFER TO OTHER ELEVATIONS FOR GENERAL NOTES AND BEARING HEIGHTS LABELED TYPICAL 9 SCORED STUCCO FINISH TO 0 SIMULATE HARDI-PLANK SIDING (TYPJ 8"X8"X36"CMU COLUMN BLOCK W! SMOOTH STUCCO FINISH 4 ALUM. RAILINGS 4 PICKETS (TYP.) sl �— SMOOTH STUCCO FINISH (TYP.) ALUM OR APPROVED EQUALLOUVERED PANEL (TYP.) SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL 9 8"X8"X DECORATIVE STUCCO = COLUMN 4 10"XI0"X36" STUCCO PLINTH BOXED AROUND STEEL COLUMN. OR APPROVED EQUAL SEE STRUCTURAL DRAWINGS (TYPJ 4" SMOOTH STUCCO TRIM (TYPJ CONC. STEPS SEE STRUCTURAL �- DRAWINGS (TYPJ SMOOTH STUCCO FINISH (TYP.) REAR ELEVATION 1/4"=1'-0" EL: +22' EL.= +12 r N N w cn G W a REVISIONS BY DATE Progress EMI 9.14.20 w O Q N W OQ(D I V �Qw O H M�M �H w H (_RIGHT O 91 U bi J 0 n ;4 e ru, r � V� �1ee Job No.2012093 APR 15 2021 FL-WW05 FIRM AAWHN ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWNG ARE OWNED BY, & THE PROPERTY OF THIS OFFICE & WERE CREATED, EVOLVED, 8 DEVELOPED FOR USE ON, & IN CONNECTION WTH 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 V&NIOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, PA. MITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS& CONDITIONS ON THE JOB, & THIS OFFICE MAST 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 WTH FABRICATION ON ITEMS SO NOTED.0 MIS, ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS PA. r REVISIONS BY DATE (L N Q Progress EIW 9.14.20 7 M*ftft _ N a 2x4 STUCCO12 CII ^� g cad, er METAL ROOF-{TYPJ y \ $� s: 1� IN � I � rtN 1 tai EL.= +22 -0 METAL DRIP EDGE CTYPJ EL.= +22°-0" I"XS SMOOTH STUCCO FRIEZE (TY .) P FASGI RIPE -0) BOARD (TYP) _ A B 6 f A } AOA --- TAB. 0 STUC, 0 SOFFIT (TYPJTIMM 311X611 COMP05JTE OUTRIGGERS b 36" O.G. (TYPJ- —? 6" SMOOTH STUCCO TRIM (TYP.) 8"XS"X36" CMU' LUMN BLOCK.. __. �_.._„_ — O — -- �i, ? Job No. 2012093 ,SMOOTH FINISH t T RAILINGS d PICKETS T:O.B. ALUM. RA14 (TYP.) EL.- +12--0" GONG BEAM W/ SMOOTH STUCCO ❑ ❑ ❑ ❑ _.._.. ___ -- , _, RAISED SMOOTH w (T*� #=r-zmSSL-4� a - ZONE = 4Y - VALUES + VALUES MARK - 52:8 PSF + 45.6 PSF A 65.1 PSF + 48.6 PSF - 46.5 PSF + 42A PSF C - 52.6 PSF + 42.4 PSF D 41.5 PSF + 43.1 PSF E STUCCO FRIEZE BD CTYPJ ` N 2x4 STUCCO 0 SAND ING(TYPJ W a' METAL ROOF CTYPJ U U) a� 12 MM OF META DRIP EDGE (TYP.) T.O.B. V m EL.--22'-0" 2 I'll <61, (RIPPED) WOOD w u METAL DRIP EDGE (TYP.) FASCIA BOARD (TYP) l�-1 CT O I--� 0 2"X6" !RIPPED) WOOD � N r � Fnr./I cv FASCIA BOARD (TYP) L `./ O 1 S UCGO SOFFIT CTYP:) _ .� i � 6' CMU WALL 36' HIGH W/SCOREDCOMPOSITE STUGGOSOFFIT CTYP.) 3"X6'" COM OSITE OUTRIGGERS STUCCO TO SIMULATE HARD( -PLANK 36' O. CTYP.) 7 B. 3"X6' COMPOSITE OUTRIGGERS 0 SIDING W! POURED CONC. CAP 4. STUCCO _ _ *� -- - EL.- +1 fl 36" O.C. lT TUC 0 ^ U. 6 SMOOTH _ O SMOOTH STUCCO FINISH CTYPJ TRIM (TYP) —emu T 4" SMOOTH STUCCO TRIM CTYP.) � 8"X8"X36" CMU COLUMN BLOCK _ b" SMOOTH. STUCCO TRIM (TYP:) - U W/ SMOOTH STUCCO FINISH t - ------ ----- -- ALUM. RAILINGS t PICKETS -- - '-- -- - n — ALUM. WINDOW W/ 12 IMPACT RATED GLASS CTYPJ 12. - �� I SEE WINDOW SCHEDULE (TYP.)mo METAL DRIP EDGE (TYP-) -- T.O.B. r� EL.= +12'-0" y ^ r 8"X8"X36" CMU COLUMN BLOCK T.O$. 2"X6" (RIPPED) WOOD - 14 W/ SMOOTH STUCCO FINISH t ALUM. EL.= +10'-6" FASCIA BOARD CTYP) RAILINGS 4 PICKETS (TYP.) y J SCORED STUCCO I -�_ �______.-,_--_-___--. ..---- ---- -- -- -- ------ CONIC. BEAM W/ SMOOTH STUCCO - SIMULATE HARDI-PLANK SIDING �- -- -- ----� .-------- --- -_-- - - FINISH SEE STRUCTURAL DRAWINGS O W II✓// a (TYP.) (TYPJ LL STUCCO SOFFIT CTYPJ �- --- — -- - - --_ ------ - 8"X8" DECORATIVE STUCCO COLUM4 d q 10"X10"X36' STUCCO PLINTH BOXEDI� 1 AROUND STEEL COLUMN. SEE STRUCTURAL H 3 X6 COMPOSITE OLLTRIGCBERS O B .DRAWINGS OR. APPINkOVEp EQUAL( YP.) v� Y 4" SMOOTH STUCCO TRIM CTYPA A _ __��-.� ( - ALUM. DOOR W/ J - as IMPACT RATED GLA55 SEE a` 6" SMOOTH STUCCO TRIM (TYP.) DOOR SCHEDULE (TYPJ - - 6" CMU WALL 36 HIGH W/SCORED o IIJ - -------I-------��----- � STUCCO TO SIMULATE - - - _f HARD( -PLANK SIDING W/ POURED f�4 mr GONG. GAP d SMOOTH STUCCO --- FINISH (TYP.) FIRST FLOOR O ALUM. WINDOW W/ ---- - —----- -- - -- ------.T----- 'SLOPE I IMPACT RATED GLASS U SEE WINDO W SCHEDULE _(TY P.) SCORED STUCCO FINISH TO Q SIMULATE HARD[ -PLANK SMOOTH STUCCO FINISH e E� WATERMARK 6" SMOOTH STUCCO TRIM ITYP.!ALUM. WINDOW W/ 1C IMPACT RATED GLASS r�... SEE WINDOW SCHEDULE (tYPJ SMOOTH STUCCO FINISH (TYPJ �a 0 RIGHT SIDE ELEVA ICDN > rw v STUCCO FRIEZE BD CTY J P CCU VALUES + VALUE6.1 ,MAw 52.5 PSF + 48Io I`-' F A ` 65.1 PEP , 4 .o PSF - 46.5 F 5F + 42.4 PSF G 52.6 1=5F + 42.4 F'SF D 41.5 PSF + 431 PSFJjE STUCCO TRIM TO ALIGN WITH COLUMN BA5E(TYPJ 9 N 4" SMOOTH ST - CO TRIM (TYP.) 36" HIGH ALUM. RAILINGS d � , --- -- --�-- PICKETS (YR) DESIGN TO a -- _ - FILE COPY ,jkFIRST FLOOR REJECT4 DIA., CTYP. FIRST FLOOR E L- 0'-0" SmnnTw AT - - - -- EL.= 0'-0" SMOOTH STUCCO FINISH o WATERMARK SMOOTH STUCCO FINISH (TYP.) ) ' f SCORED STUCCO FINISH TO 6 STUCCO !TYP. ALUM. WINDOW W/ SIMULATE HARDI-PLANK SIDING IMPACT RATED GLASS CTYPJ : SEE WINDOW SCHEDULE CTYPJ -ION LEFT SIDE ELEVA N N i MINIMUM IVV CLEARANCE ' _� EGUARD x& SAFEGUARD V4' 1 r V4"" COUNTERSUNK COUN ERSUNK� - LAG SCREWS (I EA PICKET) LAG SCWS (I EA. PICKET) LAG WELDED PLATE TO POST W/ IATIDA GRASPABLE HANDRAIL ANCHOR 15OLTS IN SLAT IN 3( ) PER NF-PA. 101 5-22.43 (C) REQUIRED AT STAIRS w) 4 OR - MORE RISERS (BOTH SIDES)hip- GONG..SL.Af3 m Q V - L O 2x2 PICKET SPACED TO 2x2 PICKET SPACED TO _ J REJECT 4" DNA. BALL. REJECT 4" DIA PALL: 'm O FLOOR I I STRuctU1E _ 411 AD POOL RAILMS DETAIL 1/4" COUNTERSUNK 114" COUNTERSUNK LAG SCREWS (I EA PICKET) E LAS SCREE (I EA. PICKET) 1. top cap 2" x 4" oval STAIR - STRINGER HANDR41L$ TO RETURN TO WALL 2. post 2 x2 x125 twoo, OR END AT TERMINAL POST 3. pickets 1j' x Ij" x .0625 tubs 4. bat tube }' x 2" x .125 cp /(g /'�/°y1. 1� I 5AL VON NOTE: RAILINGS TO BE DESIGNED PER SECTION 1HAVE 1.1 S. top flannel 2" x I" x .125 v%71"A " 6. ratio all welded construatton F.B.C. HAVE A 200LB. 6A�F GUA4 D DETAIL SAFEGUARD DETAIL CONCENTRATED LOAD, TO T. raglls E S P primed and aimed with EN - F $00 SF,( Zinc chromate and tap coati" Ulm tmfan WISTAND HORIZ. LOAD OF 50" PSFlTYP.) NOT E, p dint TO RETURN WALL S. rails exceed all codes am artttrla for OS pjq END AT TERMINAL POST OR END AT ,f award rails, a pool fence to Ave pair closelrl� NOTE RAILINGS TO BE DESIGNED PER hinges end salt Iatahing. latches. SECTION 1609."1.0 I0. pc»t slthar wra drilled Into pool IF.BG. ,TO HAVE A 20OLB, deck ar concreted Into dirt 24". CONCENTRATED LOAD, BALLUSTERS TO 11. GATES TO SWING OUT WITH LATCH AT 111I6TAND HOIRIX, LOAD OF 500 PSF.(71`P. S4"OFF GROUND. PROVIDE 3( PAPER COMES INT( CONC. VARIES METAL ROOF (TYP.) \ METAL DRIP EDGE (TYP.) \\ I"X3" WOOD FASCIA BOARD (TYP) b"XI2" COMPOSITE PURLINS 0 RIDGE BEAM$ (TYP.) STUCCO SOFFIT (TYP.)Z RAKED CONC. BEAM SEE STRUCTURAL DRAWING$ (TYP.) A IG I E TIE INSULATION II PPLI L TO BOTTOM OF ROOF SHEATHING PRE-ENGINEERED WOOD ROOF TRUSSES SEE STRUCTURAL DRAWINGS S/S" DRY WALL / WOOD CROWN MOLDING (TYP) CONC. BEAM SEE STRUCTURAL (U LA" DRAWING$ (TYP.) PLYWOOD I AND GLUM j5EDjgOO}� I I 03 SCREWS 4" OJ V GYP. BD. OVER IX WD. FURRING 4 MIN. R-4.1 SCORED STUCCO FINISH TO INSULATION (TYP.) SIMULATE HARDI-PLANK WOOD BASE (TYP) SIDING (TYP.) OIL T.O.B. - —_ EL.•.121_ON -- � �� S" CMU WALL SEE - - STRUCTURAL DRAWINGS FOR 1' rkJiI I �� I I (1) LAYER %'4"T4 ETWEEN S REWE 46SE6 W/al x I I " ES AND b' O.G. I L& Far 4211 HIGH BALUSTRADE, THE FIEL (TYP) DESIGN TO REJECT 4" DIA., TYP. 61 VETICAL REINFORCING (TYP.) SMOOTH STUCCO BAND (TYP.) SOUND INSULATION (TYP.) CONC. BEAM SEE STRUCTURAL 5/8" DRYWALL (TYP.) DRAWINGS (TYP.) - ` = - I WOOD FLOOR TRUSSES SEE LIy CMU STARTER COURSE(TYP-) STRUCTURAL DRAWINGS iO GONG. SLAB SEE DINING STRUCTURAL DRAWINGS (TYP.) STUCCO FINISH (TYP.) A FIRST FLOOR r ILI El R/ / / / / / �i� �i� �t11 ■f •� • w Ilit .. II • lit r 3 r iljj'lll,� j' � FOUNDATION SEE _ / �� \ 2"X4" STUD WALL / b MIL. BARRIER STRUCTURAL DRAWINGS (TYP_)/\�f\// 8 SOUNDDECORATIVE HB4G WOOD J VAPOR BARRIER / \/�/\/`�� '"� COLUMN. ANp S"WX36"H PLINTH, b" PARTITION W/ ITT �� DNA. AT CROWN OF COLUMN. BATT INSULATION (TYP.) p // // / ✓^-, �; �` SEE FLOOR_ PLA BUILDING SECTION o� FURL IN "Ia�sll 1 � 104 C?U7i�IC�Cx�Ra 5R) CXET DETAIL REQD. FILL W/GROUT PAD REBAR EDGE BARS -ALWAYS, REMAIN - SPACE OTHERS EQUALLY REFER TO 6-1 STRUCt. PLANS FOR SIZES (TYP.) CONC, TIE BMI REFER TO STRUCT. STL COL. WRAPPED W/P.T. Ix4 W/P.B. WIRE LATH AND STUCCO STEEL COLUMN STL COL. WRAPPED W/S" BLOCK AND STUCCO ANCHOR BOLTS 4 BASE PLATE WELDED wWIRE MESH C 1.r"r U I N A I L 1/4 -1'-0" ? A AG Cd aim v � I �d eta I nrw� Job No. 2012093 MAY 3 0111 ALL DENS. DESIGNS, ARRANGEMENTS, & PL NO m01 TFD OR REPRESENTED BY THIS DRAWING ARE OWNED ay THE PROPERTY OF THIS OFFCE & WERE. CREATED EY01-YSA & DEVELOPED FOR USE ON It W CONNECTION WD4f THE SPECIFIED PROJECT. NONE OF SUCH OEM, 06BION3, ARRANGEMENTS OR PLANSSHALL SO SHASE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE YANTSMlRWRHOVf THE WRRTEN i FERMI9810N CF RANDALL E. STOFFr,ARCNffL'CTE,PA, INRI1TEN DIMENSIONS ON THESE ORAVANOS SMALL HAVE PRECEDENCE OVER SCALE OMEN SgNS.CONTRACTORB SMALL VERIFY&BERESPONSIBLE Fpt ALLDs.1EN8 & CONDITIONSONTHEJOB,&THISOFFICE MUST RE FLED OFANY VMUATIONS FROM THE DIMSNSIONSAND CON DITIONSSHOWNBYTHESEDPAWINGa BHOPOETNLS OFAOEOUATE BCPIi MUST BE SUBMRTEDTO THIS OFFICE FOR APF & BEFORE PROCEEDINGWITH FABRICATION ON rtEM880 NOTED.OP019.ALL RIGHTS REeERVEO RANOALLSTOFFTARCHIIECTB PA r REVIS NProgmss.. N METAL ROOF (TYP.) METAL DRIP EDGE (TYP. 11IX3" WOOD FASCIA BOARD (TYP) T.O.B. VARIES 6"Xi2" COMPOSITE PURLINS ® RIDGE BEAMS (TYP.) ICYNENE INSU LTION APPLIED TO BOTTOM OF ROOF SHEATHINGS (TYP.) w STUCCO SOFFIT (TYP.) tK PRE-ENGINEERED a WOOD ROOF TRUSSES SEE STRUCTURAL DRAWINGS RAKED CONC. BEAM SEE I STRUCTURAL DRAWINGS (TYP:) OIL EL. +22'-0 5/8" DRY WALL (TYP:) WOOD CROWN MOLDING (TYP. CONC. BEAM SEE STRUCTURAL Z(U LA E % 4 (1) LAYS %74 DRAWINGS (TYP. PLYWOOD /F L BETWEEN SC I AND GLU€ t BUSSES W x I I/ " BEDROOM SCREWS 4" O. . E GES AN O.C. I e TH EL (TYP) 5/e" GYP. SD. OVER dX WD. e FURRING 4 MIN. R-4.1 0 SCORED STUCCO FINISH TO INSULATION (TYP. SIMULATE HARDI-PLANK WOOD BASE (TYP.000 SIDING (TYP. T.O.B. s 8" CMU WALL SEE STRUCTURAL DRAWINGS FOR VETICAL REINFORCING (TYP.) SMOOTH STUCCO BAND (TYPJ UND INSULATION (TYP. 5/8" DRYWALL (TYP. CONC. BEAM SEE STRUCTURAL DRAWINGS (TYP.) PRE-ENGINEERED r u I WOOD FLOOR.TRU55ES SEE CMU STARTER COURSE(TYP.) STRUCTURAL DRAWINGS GONG. SLAB S€E DINING ro STRUCTURAL DRAWINGS (TYP. N STUCCO FINISH (TYP.) FIRST FLOOR /...... .. / /... /. .../, \ \//��j \/ �j 8" DECORATIVE HB4G WOOD PARTITION W \� COLUMN: AND 8"WX36'H.PLINTH..6 BATT INSULATIO i 8" STEM WALL SEE / y f DIA. AT CROWN OF COLUMN. STRUCTURAL DRAWINGS (TYP.) / S€€ FLOC CONC. FOUNDATION SEE STRUCTURAL DRAWINGS (TYP. �I _ } at T-10%" 1411 I0/ 4 CONIC. TIE BM j - REFER TO STRUCL Q I. r. ram - a i i STL COL. PPED W/P.T. 1 W/P.B. WIRE (5) 1/2" DIA THREADED_--- LAT AND STUCCO RODS SET IN EPDXY 4 GROUT MINIMUM III PROVIDE 30LB BUILDING STEEL COLUMN _ CLEARANCE SAFEGUARD TOP 2x6 SAFEGUARD TOP PAPER WHERE WOOD.... _ COMES INTO CONTACT W/ ! RECESS 2 LARGER 1/4" COUNTERSUNK f 1/4" COUNTERSUNK CONC. AND STUCCO I THEN BASE PL. ALL LAG SCREWS (i EA. PiCKEt) LAG 8CW03 n Ea PICKET) ? AROUND DEPTH AS STL COL. WRAPPED WELDED PLATE TO POST W/ I/ I GRASPABLE HANDRAIL ',e,�.+" — E READ. FILL W/GROUT W/8" BLOCK ANCHOR BOLTS IN SLAB,MIN. 3' C . PER NF.PA. 101 5-22AS (C) - F AND STUCCO y� REQUIRED AT STAIRS w/ 4 OR — O MORE RISERS (ROTH SIDES) - - PAD R€BAR ED CONIC. SLAB - r Z - BARS -ALWAYS ANCHOR BOLTS O w zxz PICKET SPACED2x2 P c To � £ '- � � REMAIN - SP E I a BASE PLATE LCl_ d IL REJECT 4" DIA. ~EJECT 4 DIA. BALL - - °4°��� - OTHERS TO ALLY BALL ' * o STRUC WELDED M o sTRucTU 5 FOR ZE5 ((TYP.) 4 u Ii u r /g I'-75/8' lye" WIRE MESH AD ill III POOL RAILING DETAIL VAG COUNTERSUNK K LA COUNTERSUNK LAG SCREWS !I EA PICKET) I%g" 25/8" E LAG SOWS (I EA PICKET) I. top cap 2" x 4" oval _._ STAIR o° " e a 2. poet 2" x2" x.125 tube STRINGER HANDRAILS TO RETURN TO WALL 7'—�' OR END AT TERMINAL POST 3. pickets II" x 1j" x Or 25 tube STAIR B 4. bot tube 1}" x 2" x .125 ALCON - SECTION 61NG61T0 BE DESIGNED PER 5. top charret 2" x t" x .125 FA5C. ,TO HAVE A 200LB. 6. rails all welded construction SAFEGUARD DETAIL SAFEGUARD DETAIL CONCENTRATED LOAD, BALLUSTERS t0 I. raglls E S P primed and painted with ((��'' PETAL I Il }I Pp�� %� CONCED RATEHORI.LOAD ,5 50" STERS TO zinc chromate and top. coated with Imron NOTE: 5 RA V X T P T A � � C Q L U�N PETAL paint HANDRAILS TO RETURN TO WALL 6. rails exceed all codes am crltlria For OR END AT TERMINAL P05T gguard rails. $. pool rence to have self cioseing NOTE: RAILINGS TO BE DESIGNED PER hinges and self latching Iatches, SECTION 16011:L1 Io. post either core drilled Into pool F$.C. ,TO HAVE A 2001-5. deck or concreted Into dirt 24". CONCENTRATED LOAD, BALLUSTERS TO 11, GATES TO SWING OUT WITH LATCH AT WISTAND HORIZ. LOAD OF 50" PSFLTTP.) 54" OFF GROUND. ... _._ 06 a Q A dl �A5 AA O Li 0�1 CIJ 2 FOOL EQJIFMT ON 6" COW- PAD F_ H13 MAIN COMBO TO MEEtWE P5 DEN IN DISC. 4 METER K'I METER OR 400 AMP � WE 49h t t IL UJI HIM III, Tffr77ILH I I I I I I I I I I I I I I IIIIIIIIIIIIII I 1 10. — — — — — — — — — — — I N%G 'F qp CROUNMOPRY I vrz, - s WNE'CCOLE ion LAUtRY CF F_ 7= 7-7 CJ NEL 2 CAR N, ------ - (Q/\ 7TY� D � I - — I IL — — — — — — — — — — — — f ill f II p" L�li — — — — — — — — — — 11 ry 0 L -F— Lu/ R5r_Put-11- KI Al Ogn rLi4T(. 4 :Xd REFRIGLi I I 0. ELECTRIC PANELS L — — — — — — — — — — — COW. Wl?m- -A CIM FNWEM 41-01 DEEP INTERIOR DESIGNER D \\\\\I Typ) Im L F_ I 411 L --------- 17777 H Eq -U-1-L" 11 1 Mc om -F— wamg 1'-Z nrm area - = LAY. Rfe CDD (D BEDROOM 02 Cap. AD- TI — vpri 11 A- WA i OX I IF II TT 8gX(V DECORATIVE BOXED BEAMS WITH CROLLN MOLDING T 6 d iCROUN MOLE)1Wj L 'ED CA D APC T46CEILI%v LL- k VIX DECORATIVE ED 5 0 5W5 =AM$ 111TH -- MOLDIRi T43 CE10 it AA REVISIONS BY DATE Progress EIW 9.1420 c . L I .III 0 IU L) ��MwM I � � W ' s" g' rrn 0 to 04 R r 4--a u IUD 0m Job No. 2012093 6 j'p --APR 15 M1 I FL-WIU05 FIRM-AA003379 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLAINS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED By, a THE PROPERTY OF THIS OFFICE 9 WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON. & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS ARRANGEMENTS, OR PLAINS SHALL BE USED BY, OR 'ISCLOSED TO ANY ERSGN=IGRCORPOIIATION FOR ANY PURPOSE WHATSOEVER 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 MST BE NOTIFIED OF MY VARINTIONS 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 0281 8. ALL RIGHTS RESERVED RANDALL STOFFT ARCH5 CTS PA. 1st FLOOR REFLECTED CEILING PLAN 4'=Jl I 'J, /`jE� �dpv r N ft\ N O e; 0-65VL? FL OOR REFLECTED CEILING PLAN r REVISIONS BI' DATE N 8.0.0OMMENTS FEW 5,2421:.. N tv METAL ROOFING ON r .. O PEEL t STICK TO ARA 40/20 19/32" EXP I PLYW'D S" SMOOTH STUCCO FRIEZE (T7PJ ,6 METAL DRIP (TYP.) 1- o r'x3" uo. FAicla W fl PINE-EWNIRM ID WOOD ROOF TRUISM: 42 OO• ■_ B TYR s _ 2X WOOD KING W v`„ ErETWEEN 9 ICYNENE INSULA r ON LIED TO MOTTO? OF U SHEATHING ( ,)Lu .. TRUSS ANOWME_.. I-6"� •`+•,�'. 'I CTURAL DRAW GO-- METAL ROOFING ON 1111 W. CONC. + ^ q) FEEL 4STICK TO APA 4@dR/ BEAM e 19/92' EXP I F'Lr1UD E END � F"�'�) h((M~'LTT•LiL•II,� `��[ {. ! E STRUC CCC,7f 2"x4' BLOCKING SEE ANCHORSTFAISO STRUCTURAL DRAWINGS a " si coo SClTIT r, rp.) STRUCTURAL DRAWINGS 2"x4" OUTLOOKEIR SEE STRUCTURAL DRAWINGS s METAL DRIP (TYR) ! W. PLY RAPTUR _V 0 RURLIN I PRE•EN4 RED WOOD R ROOF TRUSS • 24" OL, (TYPJ ICYNE INSULATION APPLIED T4 BOTTOM OF ROOF SHE HIND (TY .) . I a r X" GYP BOARD (TYP-) x WIOOD CROWN MOLDING (TYR) _ MASTER SAtI.4 _WIN IQ v GYP. BD. OVER A( um .. j FURRING/ MIN. R-4.1 INSULATION (TYP.) WOOD BASE (TYPJ. 2"X4" RT LEDGER SEE STRUCTURAL DRAWINGS () LAYER V (U LAYER '/VTI* PLYLL'VOD LIMELT BETWEEN SCRIEWED AND GLUED TO TRUSSES W/'f0 x 1 1/2" SCREW 4" OL. THE FIELD CTYPJ R PRE-ENGNseRED - - WOOD TRUSSES e 24" O.C. TYP. 96" GYP BOARD (TYR.) SOUND INSULATION WOOD CROWN MOLDING (TrPJ V GYIe. DD. OVSR D( UJD. Rii1fIN1G 1 MIN. R-4.1 MIXLLATION (TYPJ L UJOO UJ1.. D BASE (TEPJ REINF. GONC. SLAB• AND F-OLTUDAI'ION SEE STRUCTURAL DRAWINGS !./ F4 a - TD.O, rT1 ..—.,�..,. t— MOI-DI..m......n.. GYP SCARP ITYPJ "> UKXWX (TY N _� M PRE •CAST CONCRETE- LINTEL SEE STRUCTURAL a DRAWINGS (TYR.). A" 6MOpTH OTUCCO TRIM WOOD CASINGS (^ 7 MTL. CLAD LLDW. 1[T] SEE SCHED. •� r� WOOD WINDOW 6" Tucco TRIM f SILL WOOD CASINGS —,,METAL COUNTER FLASHING PER6 (TYR). MANUFACTURERS SPECS. (TYR) POURED CONCRETE I� SILL SEE STRUCTURAL �. DRAWINGS ITYPJ. own S" CI U WALL SEE STRUCTURAL — INSULATION ICYNENE7NdJLATION APPLIED ` DRAWINGS FOR VERTICAL - - TO BOTTOM OF ROOF SHEATHING FENFORCING (TYPJ GYP. BD. OVER L 4.1 FURRING MIN. R-4.1 4: I'T WOOD LEDGER SEE STRUCTURAL DRAWINGS INSULATION (TYP.) STRUCTURAL DLLCTO. TRUSS ANCHOR SEE WOOD BASE ITYPJ. ...... - . (1) LAYER V t (1) LAYER YY4"TKs14 PLYWOOD WIFELY BETWEEN O Al 4O/2O SCREWED AND F-GLL'UE TTO REWS 4" METAL STICK To Al 0 OG. a EDGES AND 6' OO. IN THE FEEL L STICK T CM.. ITYPJ �` V32" EXP I PLYU,p h TRUSS TO BEAM CONNECTIONS • [. TRUSSES WAIO x I I)2' SC SEE STRUCTURAL DRAWINGS ' tan. O �1 PRE-ENGINEERED WOOD ATTIC2"X6" WD. PASCIA N PRE-ENG EREp WOOD ;y. F ! ROOF TRE88E8 e 24' FLOOR iiEB • 2d" - OU:, TYP: METAL DRIP ITYPJ O.c TrP. ro R-19 INSULATION --`—_-- d.. STUCCO SOFFIT (TYR) P„^ 20X PT WOOD LED:rER ^. • Yj�;-'.#Sf 4 y�� FAS ^ 3X6 COMP681TE OUTRIGGERS • ,,te�aa ram+ STRUCTURAL DRAWINGSIT F 36" CO. MAX, IT(TYP,)..,. kya... '10" SMOOTH STUCCO FRIEZE (TYP.?lam SCORED STUCCO FINISH TO SIMULATE HARDI-PLANK CEILING WOOD 'ND 2'X4" WOOD STUD SIDING (TYPJ CEILFYa FRAMING CEILING PRNV'TINKs +W I"X4" RAT RUN •$= - CONCRETE BEAM SEE—/X" TYPE 'X' GYP. BD. CLG. PERPENDICULAR i0 STRUCTURAL DRAWINGS •GARAGE. t0 PROVIDE TRUSSES SEE STRUCTURAL REINF. ORAL TIE BEAM SEE "..{ IHR RATED CEILIN;s DRAWINGS (Tl'PJ e " STRUCTURAL L DRAWINGS r,u 548" GYP BOAR OVER I"X3" S" DCULBLa BAND WOOD PURRING STRIPS (TYR) SMOOTH STUCCO TRIM 4 � t t c`� 0 N GARACsE GARAGE OVERHEAD / � GARAGE DOORS, L, 1V7 . APPROVED EQUAL, SEE I 'F SCHEDULE I �.�y�• Fw 4" CONCRETE SLAB 4" CONCRETE SLAB �, SEE STRUCTURAL DRAWIW.S - SEE STRUCTURAL DRAWINGS 012178 (TYR) crYPJA v. qq MUD SET MF FLOOR �..___ .-�_. .,_ .. _ . FIRST FLOOR .Jn IV4i ! J .a....m®..�- ...............�__ _.. _ _-16"I__ _._ ____ 6 MIL. VISOUEEN vAPOR 6 MIL. VIOOUEE I VAPOR _.------P-------•--__ =. BARRIOR (TT'PJ - EL • m'-®^ GNBmOR ITYPJ .. __.. '� RAIN RISER SEE FIRST FLOOR TU DRAWINGS77 GARAGE GLAD /`i SMOOTH STUCCO FINISH a a .. N .. 11YPJ � •. � ,,... ... .. •'. 1L� . • .. , ..: '.; ',.�" @ •i � STRJC R.AL / •: �'•:. REI F. CONCRETE FOOTING i`�, \ � • a . -� / SEE STRUCTURAL 3 \ \ \ \ \ \ \ \ \ ',\ \ \ \ \ \ \ \ \\ \\' \\ \\ \\ \ \\!: •..h, i„ • \ \ r �.. � .'•- /\\ \/�\ \ \\% \ .✓ /� // / " ,. • , / \ F'L'IPF. MONOLITHIC CONC. // /// f//. ( / / • . j ,y /.. / / \ \ r \/ \ FOOTING AND STEM WALL SEE STRUCTURAL DRAUIINIG9 oe Al �.\�\.\� .�\� \\\j, \�\e� \'C`\/ .__✓,.�' � "\ /`\/fir //\// FILE I TYP. WALL SECTION i � Tl�'P. WALL SECTION \ L 3/4"=1'-0" — `3"X6' UV. PLY RAFTER UN V'X WOOD DRIP (TYFJ S' SMOOTH STUCCO FREEZE COUNTERSINK AND WOOD PLUGS :@ W Q REINF. CONC. � RAKE BEAM e GABLE END (SEE STRUCTURAL) STUCCO SOFFIT (TYR) WD. FLY RAFTER rI9X6 -6X12 PURLIN REINF CONC. TIE BEAM (SEE STRUCTURAL) SCORED STUCCO FINISH TO SIMULATE HARDI-PLANK SIDING -. (TYR) S" CMU WALL SEE STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING REINF. CONC. TIE BEAM (SEE STRUCTURAL) SMOOTH STUCCO BANDING SCOLD STUCCO FINISH TO SIMULATE HARDI-PLANK SIDING ITYPJ 9 FIRM-AA003379 THIS O WNG AREOIMSORY,& TH TNI@.RAWMCRE OWNS8r�8TINE ON, G IN OONN@OTI IDEAS, WITNTNB I OF LNUSaY, ORB, 'I .FIALL@R IOORPOR TI :RRON,FIRM,OR CHEWOTSTM F.N. O E WO".ARGEECIS.N NL E@TOFFY,WWSSHAL HAVE ALPA MME.WAN4Ri88NA14 HAVB :ALE OIMLE KR ALL MMONSI O S @F"ON@HIS FORAU. MUST xMle6 l 8 THIS OFFlCE MUST 8E NOTIFIED Y THE DIMEN S. AND .' STHE UMMUB.@NPWSOFFI.D NUST@E RMO V T TOSRIOATION fE Pi10CEFDINO WITH FABRIOATION �1ALL RIDNT@R[:BERVE. H.ECT@ PA. h r REVISIONS BY DATE cL N P ress EIW 9.14.20 N 0 re9 N N N O (TYPJ P Z METAL DRIP (TYP.) ` O r r- 1"XY WD. FASCIA /W ,.. L) V♦ � FIRE-E!43INEEF D WOOD ROOF iRU98E o 241.O.G. i (TYP.) M 2X WOOD B CKING BETWEEN I LWES ICYNENE JNSJLA U LIED TO BOTT OF . a ' _ SHEATHING ( .) �� �.. 1��11 O TRUSS ANCHOR SEE 1. GTURAL DRAW so tL Nod m x: METAL ROOFING ON 1 NF 8 AM IRA CE a .x O �. PEEL a STICK TO APA 40120 19/32" EXP I PLYWp ° G E END }� 2"x4' BLOCKING SEE (S E STRUCTURAL)F---I - STRUCTURAL DRAWINGS ' TRUSS ANCHORS SEE 2"x4" OUTLOOKER SEE \V/ U NbTRUGTURAL DRAWINGS STRUCTURAL DRAWINGS V O METAL DRIP TYP J. U6 : PJRLIN 0 - '----- T ml EL . «V ES _ _-. _-_ TAB. ' 9bcc 6X12 PURLM e GYP BOARD (TYPJ 1� a a. O : RIDGE ®EAMS � O � U WOOD CROWN • °4 3`X6" 10 FLY MOLDING (TYP.) ° n w {0. PRE-ENGIN. RED WOOD RAFTER W/ I"X WOO. �N PRE -CAST CONCRETE — LINTEL DRIP (TYP.) STRUCTURAL ROOF TRUSS a 24" OC.,. I,_ ,: LINTEL NEE STRUCTURAL (TYP.) 4" SMOOTH STUCCO TRIM DRAWINGS fil'PJ. ICYNFN= INSULATION b" SMOOTH S APPLIED 7 BOTTOM OF ° WOOD CA61NG8 1� I� '.. ROOF SHE RING (TYP-)COUNTERSI AND (TYP.). WOOD PL S w MTL. CLAD WOW, f°--i o o SEE SC14ED. I'^i } REINF. C. j WOOD WINDOW J RAKE EAM o SILL(TYP.). g GAB END 6" SMOOTH S'ILCCO IM (SE TRUGtURAL1 WOOD CASINGS ---,.METAL COUNTER F ING PER ULL (TYP.). ' ST CO SOFFIT (TYP.) 0 MANUFACTU RE CS. (tYPJ S : H- 5at1 04e0 GARAGE .X6 WD. FLY RAFTER POURED CONCRETE Ifm4,r SE 91LL SEE STRUCTURAL k` -- a DRAWINGS (TYPJ 8" CMU WALL SEE STRUCTURAL ICYNENE NSULATION APPLIED 6X12 PURLIN DRAWINGS FOR VERTICAL TO BOTTOM OF ROOF SHEATHING REINFORCING - (TYP.) I GYP. BP- OVER IX WD. Tb8 FURRING a MIN R-4.1 4X PT WOODTRU99 ANCHOR bEE EL.- H2 m : INSULATION (TYP.) ..STRUCTURAL PWGS WOOD BASE (TYPJ.. STRUCTURAL DRAWINGb a o�(o" GYP BOA (TYP-)12 !U LAYER a (U LAYER TWEE � PL7UJOOD W/FELT BETWEEN WOOD' RSCREWED AND GLUED TO TRUSSES W"m x i ISCREWS 4" METAL. L ROO FING ON MOLPINa (TYP.) li INF. CONC. TIE BEAM O.C. m EDGES AND 6 -0G. IN THE PEEL a STICK TO APA 40/20 MTE� Bari"F _ l E STRUCTURAL) FI D (t J 19/32" EXP I PLYWD RED STUCCO FINISH TO TRUSS RU BEAM CCTIONS. IMULATE WARDI-PLANK SIDING SEE STRUCTURAL RAWINGS TAB. J. TYPJ y EL...lT1 m w PRE-ENGINEERED WOOD 2"X6" WC. FASCIA W U \ 0 PRE-ENGI ERED WOOD ,p A 9 ROOF TRUSSES < 24" � > q 0 35" GYP. BD. OVER IX WP. 0 FLOOR ES: 0 24 _ O.C., TYP: `9 y FURRING a MIN. R-4.1 INSULAT! !TYPJ O.C, TYP. a i METAL DRIP (TY)-J WOOD P S (TYPJ. R-19 INSULATION a ,< CO SOFFIT (TYP.) EL. dm b".. 2"X4" PT LEDGER S" CMU WALL SEE STRUCTURAL ° STUD SEE STRUCTURAL DRAWINGS DRAWINGS FOR VERTICAL 2"X Pi WOOD LEDGER - 4 lU LAYER `'J'e" a (U LAYER REINFORCING FAST 3X6 COMPOSITE OUTRIGGERS o - = STRUCTURAL DRAWINGS I m' 36" O.. MAX.(TYf %74Cs PLYWOOD W/FELT C. BETWEEN SCI�WED AND \ GLUED TO TR158�b Wl9m JJ .tea x i IR" SCREW6 " O.C. o SMOOTH STUCCO FRIEZE (TYP.) SCORED STUCCO FINISH TO THE FIELD [TYPJ ,. JSIMULATE HARDI-PLANK _--- TAB. 2"X4" WOOD STUD 2'X4" WOOD STUD SIDING (TYP.) .. EL...I2'-®" CEILING FRAMING "X4" RAT RUN CEILING FRAMING I ee el CONCRETE BEAM SEE 55" TYPE 'X'G7P. BD. CLG. PERPENDICULAR TO R TRUSSES SEE STRUCTURAL REIN. CONC,ftwwa STRUCTURAL IHR RATED CEILING DRAWINGS (TYPJ STRUCTURAL DRAWINGS � o GARAGE. TO PROVIDE !TYPJ IN 71 REINF. GONG. TIE BEAM 5+3" GYP OVER I"X3" S" O BAND (SEE STRUCTURAL)ING STRIP5fT7P.J SMOOOTHH STUCCO STUCCO TRIM SMOOTH STUCCO PRE-2WG1 BANDINCs m WOOD TRISSE 24" OG.OVERHEAD I 9 GARAGE DOORS, OR 9L' GYP BOA !TYPJ : APPROVEDD EQUAL, SEE 80.1NID CATIONSCORED STUCCO FNISH TO SIMULATE HARpI-PLANK - A SCHEDULE SIDING (TYP.) WOOD CROWN 9 MOLDING (TYP.) I _ F °k" GYP. Bqq. OVER IX WD. FURRING t MR1 INSULATION (TYP-) _ S 6 (TYP-) RRIF. SLAB, AND FCI�INDATION SEE: 4" CONCRETE SLAB 4" CONCRETE SLAB SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS (TYP) - (TYP.) MILD. SET MARBLE FLOOR 6 MIL. N9(iIF.EN VAPOR 6 MIL. VISQUEEN VAPOR ---_..._-- FIRST FLOOR BARRIOR (TYP.) BAIOR (T1P) - RAIN RISER SEE STRUCTURAL DRAWINGS n FIRST FLOOR EL.. m'_m" • .4 SMOOTH STUCCO FINISH 4 2" (TYP-) a\\ \\ \\ \\ \\ \\ \ \ \ \ / \ \ \%\\ \\ /\\ \ • \+ \ / \ \ \ \ \ \\ • a . '!4 • + • a \ \\\. \' / 8' CMU STEM WALL 4, SEE STRUCTURAL pRAWINGb(1l'PJ ././././... REINF. MONOLITHIC CONC. FOOTING AND STEM WALL DR STRU CTURAL tURAL SEE STRUC \\/j '°• F�/ REINF CONCRETE FOOTNG q \ • 4 4' .... / \/ .DRAWINGS TURAL\\� • 4 e '�\.. SEE PRAWNS ORAL FOOTING / \ \\ \\ (TYP.)iLE COPY I �j\// I 2 TYP. WALL IS CT10 N TYP. WALL SECTION 314-=V-0" F+' yl� i i Pn� a" 'a I w I'? FS.d F> ."I cticoo ti! t; I. � d 1 Sj c t: %3 F' I i a00 3 �- 7�•1 t: a a ti$ C„ v )3379 yDlCnr11 Br, 8 THE /OLVED 8 :orri°c:"I I °D 2X4 PT X8" LONG W/ 20 ga. METAL FRAMING @ 16' O.C. MAX. MSS 24" MAX. 'lam REYWONS BY DATE04 8" (2) 1!4" X3" TAPCONS ATTACHED WI #10 2" SMS OR AMRSTRONG SOUND INSULAJE 1 Lo, o6mMENT8 Env 5.24.21 -' DRYWALL GRID SYSTEM (SUSPENDED 4' O.C. MAX.) W z W � IF REQUIRED (VERIFY w/ OW ' c+i <:A METAL PIPE FROM STRUCTURE d d OR CONDUIT • `-, .-! 1,2,3 OR 4 HOUR FIRE RATED W7 W1S O FILL GAP COMPLETELY AROUND 2 TAPCONS CONCRETE FLOOR SLAB I co (2X4 FLAT P.T.).5 PIPE WITH CP-25 S/L CAULK TO CONIC. DECK - 5/8" DRYWALL EA. SIDE **SEE NOTE" -� (SEE NOTES 3 - 5) - ...:. _ .. R W ru w METAL FRAMING (25ga) @ 24" O.C. 48" max LU g MAX. r — BRACE 2X4 PT W/3-10d EA. END W a SOUND INSULATION, IF REQUIRED I� MAKE CROSS TEE'S CP-25 CAULK NOTE: DAMMING MATERIAL (FIBERGLASS w z (VERIFY w/ OWNER) C ^ I 2X4'S PT @ 16" O.C. USE CP-25 SIL SELF -LEVELING CAULK ON INSULATION, BACKER ROD OR MINERAL O - HORIZONTAL SURFACES WHEN FILLING WOOL) ENOUGH TO SUPPORT WEIGHT OF w ATTACH METAL SILL & TOP CHANNEL TO CONC.wCD X U GAPS FROM ABOVE THE PENETRATION. CP-25 S/L CAULK. W U w POWER FASTENERS 24" O.C., MAX. • USE CP-25 N/S NO -SAG CAULK ON VERTICAL /� � ���''' Iy SURFACES AND ON HORIZONTAL SURFACES 01 WHEN FILLING GAPS FROM BELOW. ry 1-HOUR RATED -SIS" GYP BD. TYPE'X' OR CEMENT BOARD (SEE Pl�IIlJ) U SECTION VIEW 5/8" GYP. BD. FASTENED 6" W2 **see note" METAL ASSEMBLY � -M N. R1 NFRAMING (OO.C. MAX. BATT INSULATION JOIST: 2x4's PT 16" O/C O O.C.@ PERIMETER & 8" O.C. -518 GYP BD. TYPE W OR CEMENT BOARD (SEE PLAN) CN C� P.T. 2X4'S @PERIMETER I IF OVER 48' SPAN, TAPCON TO CONIC. 1, 2, 3OR 4 HOUR RATED BALANCE NOTE: � N ADD BRACE W/ 1/4" x 1 1/2" EMBED CONCRETE BLOCK WALL. **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN _'I, FOR SOLID CONCRETE DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER w T&G NAILED TP 2X4'S @ 16" Q.C. WALL (SEE NOTE 1) NOTES: BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS ( Q L° W/ 2-8d PER JOIST SHOWERS & TUB SURROUNDS** 1.1/2"= V-0" DAMMING 1. FOR SOLID CONCRETE WALLS. CENTER N ON SIDE. CAULK MATERIAL 11/2"=1'-0" 11/2"=1'-0" METAL PIPE WITHIN WALL WITH DAMMING MATERIAL ON ONE SIDE. / 1 ( OR CONDUIT l�V) ,_..]_T3a. cq 2. RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE (/W j� I� I�� (/� j� Imo' � II p 1 K7EROOR DROPPED CEOLONO DDETAHL �6 PERASTME814(UL1479)FIRETESTANDUL lUJLSQI�OI1VS DLrU/F+1ML� (81 `ll�IMC�AL1� OMn�t'EROOR P GR � 90N WALL W1 W2 7 �.((�� CLASSIFICATIONFIRE STOP SYSTEM 49. 3. WET INSTALLED DEPTH OF CP-26 CAULKS DEPENDS ON ,r ) 5 I P.T. 1x3 FURRING NAILER TYPE AND SIZE OF PIPE: AND DESIRED FIRE RATING. CMU OR CAST IN ~I`'I '' BOTH SIDES OF WALL PLACE WALL EXTERIOR WET DEPTH PIPE SIZE MAX FIRE RATING 5/8"STUCCO FINISH (SEE NOTES) 1/2' (13mm) e° (203mm) MAX 1- 2 HOURS METAL JOIST TRACK ATTACH TO NON-SKID STONE FLOORING ON 1•(25mm) 8•(203mm) 3.4HOURS (VERIFY FINISH & COLOR) /^1 ROOF TRUSSES OR CEILING FRAMING EPDXY BASED SETTING MATERIAL CONCRETE WALL W/ 4" TAPCONS ° F r� 1hO�y & GROUT OVER TRAFFIC COATING 16" O.C. TO STUD WALL WITH INTERIOR (SEE PLAN) NO PHOSPHATE BASED MORTAR 4.UPT0 BL AFTERI SHRINKAGE INSTALLATION. IB ` INTERIOR ( ) SECTION VIEW ACCEPTABLE AFTER INITIAL WET DEPTH INSTALLATION. CONCRETE M WS@EA. �� AL. SIDE w3 5. MAXIMUM ANNULAR SPACE TO BE FILLED 1621/2'(04MM} FASTENERES AS - ^ TRAFFIC COATING REQUIRED - ( ) W I - WRAP OVER EDGE 3" MIN , -SLOPE CMU WALL OR CAST IN *vvv'r r PLACE CONCRETE STRUCTURAL i � DWG's) (SE m k kz EXTERIOR FINISH - , FIRE RATED GYPSUM WALL BOARD ,(�J SEE ELEVATION ® Q�� NUMBER OF LAYERS OF EXTERIOR ERIOR �^ FIRE RATED GYPSUM ON a e DRYWALL (USE MOLD RESISTANT DRYWALL at, q '.�. n EACH SIDE OF STUD WALL HOURLY RATING SIDE ' ON ALL EXTERIOR PERIMETER WALLS) yy a _ y Q a W q 4 ato. a ° a t -.-1 ON MIN. 7/B" z----z R 4.1 RIGID INSULATION (MINIMUM) @ONE WOOD CASING , p CLIP ANGLE, NO LESS THAN ME AL SIDE OF WALL ONLY JOIST DEPTH MINUS 1/2" (ATTACH CLIP 1/2" MIN. 'CDX' PLYWOOD PANEL SLOPE BALCONY ° WOODL OR & TRACK TO CONCRETE w/ EXP. , METAL JOIST LTOPS TO TROUGH STEEANCHOR BOLTS, OR TAPCONS) 1/2" MIN. TYPE W GYP. BD. SCREWED TO DRAIN -.- -- PLYWOOD PANEL WRAP PIPE WITH FS-195 WRAP/STRIP 1" (25mm) WIDE. (SEE NOTE 1) TO FILL OAP. FRICTION FIT .000 INTO OPENING OR SECURE WRAP TO PIPE WITH 18 NOTE: NOTE: 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM STUCCO KERF, TYP GAUGE STEEL TIE WIRE AND SLIDE INTO OPENING PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN FLUSH WITH EXTERIOR PANEL OF FIRE RATED CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. DROPPED DOWN CEILING WALLBOARD. (SEE NOTE2) DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT SEE CEILING PLAN BACKER BO. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH GYP. BD. CEILING AS SHOWERS &TUB SURROUNDS** 1 1/2"=1' 0" METAL LPIPE ASS IN NTS 1 1/2"=1'-0" TYPOCAL A770C ACCESS DETAHL TO BALCONY DRAG nM ITSFIBERGLASS INCEOLOHO J00 H8 U' ATTACaEH EH7 DD EMML 7 TVMCL^AL EX7EHOOR CHU M/n ALL METAL PIPE. '"M N \; SEAL ENTIRE EDGE AND 1 HR RATED ASSEMBLY INTERIOR U j LAYER OF T W x 1 TRUSS SCREWS 518" GYP BD. TYPE'X' OR J / TO WOOD TRUSS OR {'� 21" �, TAPCONS TO'EMBED CONCRETE CEMENT BOARD (SEE PLAN) INTERIOR MIN. 0 SECTION VIEW F 0 3 5/8" 20 GAUGE METAL Wq wA1 �. C-CHANNEL @ 48" D.C. #101/2MS •CMU WALL OR 2! CAS" (2) S ° PLACE CONCRETE T IN INTERIOR �/J .® 21' NOTES: (SEE STRUCTURAL SPACE Cd MIN. ;D z 1. IF ANNULAR SPACE IS LESS THAN 1/2" (13mm), AND INSULATION THICKNESS ON DWG's) M ` I PIPE IS 1" (25mm) OR LESS, USE ONE WRAP OF 1" (25mm) WIDE FS-195 AS SHOWN. 2" u -� (51mm) WIDE WRAPS MUST BE USED IF EITHER OF THE FOLLOWING CONDITIONS INTERIOR ° e" DRYWALL (USE MOLD RESISTANT DRYWALL CA �. EXISTS: A. ANNULAR SPACE EXCEEDS 1/2" (13mm) B. PIPE INSULATION THICKNESS ON ALL INTERIOR &EXTERIOR PERIMETER L,,0 � IS GREATER THAN 1" (25mm) THIS DESIGN IS RECOMMENDED FOR METAL PIPE AND SPACE WALLS) ON MIN. 7/8" CHANNELS @ 16" O.C. [� INSULATED METAL PIPE WITH 3" (76mm) OR LESS OF FIBERGLASS INSULATION. MAX. WITH R�.1 RIGID INSULATION (MINIMUM)1 V I SPACE BETWEEN SURFACE OF PENETRANT AND WALLBOARD MUST ACCOMODATE @ONE SIDE OF WALL ONLY r+Py A P F F 19 PER INCH 2 mm OF PIPE INSULATION. ANY REMAINING ;e t AT LE ST 1 WRA O S 5 5 2020 FLORIDA BUILDING CODE -RESIDENTIAL ANNULAR SPACE TO BE FILLED WITH ADDITIONAL FS-195 WRAPS UNTIL ANNULAR SPACE IS LESS THAN 1/4" (6mm). FILL REMAINING 1/4" (6mm) WITH CP-25 NIS CAULK. GYP. BD. CEILING 1 NOTE: PER SECTION P27051NSTALLATION, ITEM #5: THE MINIMUM ANNULAR SPACE FOR THIS DESIGN IS 1/4" (6mm): THE MAXIMUM ANNULAR SPACE IS 3" (76mm). "THE CENTERLINE OF WATER CLOSETS OR BIDETS SHALL NOT BE LESS THAN 15 INCHES FROM ADJACENT WALLS OR PARTITIONS OR •rr D 2. INSTALL I STOP ON BOTH SIDES OF WALL. ALL 3M F RE O N 1 /N T F A ET T 5/8" METAL FURRING CHANNELS 16" O.C. NOTE: G� NOT LESS THAN 5 INCHES FROM THE CENTERLINE O BID O r THE OUTERMOST RIM OFANADJACENT WATER CLOSET. THERE 3. RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM E-814 ATTACHED TO METAL C-CHANNEL W! ..USE WATER RESISTENT GREEN BD. FOR ALL PAINTED NON -TILED WALLS NOT IN 3 5/8" 20 GAUGE METAL METAL FURRING CHANNEL CLIPS (MFCC) DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER SHALL BEAT LEAST 21 INCHES CLEAR IN FRONT OF THE WATER (UL1479) TIME TEMPERATURE FIRE CURVE. UL CLASSIFICATION PER SYSTEM #147. CLOSET, BIDET OR LAVATORY TO ANY WALL, FIXTURE OR DOOR. C-CHANNEL @ 48" O.C. BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS - "" r 3/8"=110" NTS SHOWERS & TUB SURROUNDS** 1 1/2"=T-0" Raw 18 7YPOCAL PLUNO N123 FOX7UREB CLEARANCE 18 ISO EWTOP XMCP DD E7&OLS 110 DROPPED MM ROOK C[ OL HO OF67AOL (8 TUPOCAL Oa If EROOR CHU WALL WALL ASSEMBLY (VARIES TEMP'D GLASS ENCLOSURE Jab No 012093 SEE FLOOR PLAN (SEE INTERIOR DESIGN DWG's) 1/2" DUROCK FLOOR DRAIN CMU WALL OR CAST IN PLACE BOARD I I C.M.U. WALL - EXTERIOR FINISH CONCRETE SHOWER FLOOR TILE J BEAD REFER TO (SEE ELEV.) (SEE STRUCTURAL DWG's) — DRAWINGS FOR SHOWER TILE PER (SEE INTERIOR DESIGN DWG's) DETAILS. 1 VERTICAL WALL PAN INSULATION (SEE INTERIOR DESIGN DWG's FLASHING NAILED TO MSY 3 0loll e" MAX. STEP DOWN WALL WITH 300, 1" a B" GYP. BD. FINISH (SEE WALL I RETURN. TYPE & FLOOR PLANS) 5/6" STUCCO FL.-W11105 e" MAX. GROUT LINE AND FURRING SEE (SEE WALL CAULK JOINT F SECTION & FLOOR PLANS) ALLIDEff OF THIS FAKE,MAIMS EM6NTOF ORREPRESENTED SYTHIS DRANNBARE OKNTA WY W R D - DEVELOPROPEPED FOR USE ON & N CONEOTDN CREATED,k^PgLVfD,; SPECIFIED PROJECT. NONE OF SUCH DEAS ICES t ARRANGEMENTS, OR PINTS SHALL EE USEF RV (�l SLOPE TO ✓' OPE TO :7 DISCLOSEDTO ANY PERSON. FS"A, ORCORPMr,.,t w't. d DRAIN Y.'r FT, —RA -- MORTAR BED SLOPED TO DRAIN EXTEND MAY PURPOSE VMATSOEVERVNTHOUT THE MI [t DM WIFT. PERMISSION OF RANON.L E. STOPPT, ARDNITEETf ELASTOFLEX WR EN DIMF SDNS ON TNESEDW WNG§Rltdi 5r , PRECEDENCE OVFA SCPIE DIMENSDNS. COMTRAO'47:j '.�•�'' r �. ;.{»� c`� SAP UP WALL METAL FRAMING cG" oTIONIsoNEEEoR,aTs soF LwBD�raErxmRnD ••Y•••�, !•••, •r"i • ♦• . • EH OFANYVARIATIONSFROMTHEDIMENSIONSAND IND • J f i� l • . i j t :' • „� • �' : ,•tom �: • Y , B (SEE WALL TYPE & FLOOR PLANS) CONDITIONS ONADEQUATE SCALE MUST ESESUBMREOTSHOP DE THIS A4S a,' •a� •, ,,,i ..- - 41„ I• `.., _, COUNTER -FLASHING OF FFICE FOR APPROVA BEFORE PROCEEDING WITH FAERDA ION' _ 4• at } • ° •J GYP. BD. FINISH ON REMS SO NOTED. 0S. ALL RNriRS RESERV2mED •t Y, ••. •j♦ •, •tom? r, ;4, 4 •3 ''�•%'':.•lw :•}.:r"a• ',..y •.',• CONCRETE SLAB MIN. 4". iRANMLL STOFFTARCHRECTS PA i•�`,••�:: • •s ; �! ; • i o :j.11 I, •t ..:.. • y �� �: • i f �` a : : • b • •:.� _' (SEE STRUCTURAL) (SEE WALL TYPE &FLOOR PLANS) • SOUND INSULATION NOTE: (SEE WALL TYPE & FLOOR PLANS) FLANGED DRAIN FOR WATERPROOFING MEMBRANE MUST WATER TIGHT JOINT EXTEND MIN 3" BEYOND THRESHOLDS WITH FLOOR AND ROUGH JAMBS 11/2"=V-0" — 11/2"=V-0" 11/2"=V-0" Q ROOF 0 17 8HOMIER DIE4AOL ROOP A o U4�HaCO CHU MALLg 84UDD MALL 7Oo COIMCRE7LE MALL DD ALL FE7, HL � (� J� 4YP0%CQd DUAL 2X4 PT X8" LONG W/ 20 gat METAL FRAMING @ 16" O.C_ MAX. BO BY DATE 111 24" MAX. REVNIONS \ (2) 1/4" X3" TAPCONS ATTACHED W/ #10 2"' SMS OR AMRSTRONG I I f I Sol UND INSUl Ini Progress Ell 9,14.20 1 4 DRYWALL GRID SYSTEM (SUSPENDED STRUCTURE 4'O.C. MAX.) W Z W Z IF REQUIRED W:5 LU < (VERIFYw/OW ... V 4 I 4 FROM U) a U) _3 a- 16 4 4 1 4 METAL PIPE ORCONDUIT t Waft% 4 4 4 W1 2TAPCONS (2X4 FLAT P.T.) 1,2,3 OR 4 HOUR FIRE RATED ETELY AROUND FILL GAP COMPL CONCRETE FLOOR SLAB PIPE WITH CP-25 SIL CAULK Is **SEE 4 TO CONC, DECK - (SEE NOTES 3 - 5) ..... 5/8" DRYWALL EA. SIDE NOTE** W VA w METAL FRAMING l @ 24" O.C. < 4 48" max BRACE 2X4 FIT W/3-1 Od EA. E N D CP-25 CAULK NOTE: DAMMING MATERIAL (FIBERGLASS 0 Z uj < LL LU X 0 MAX. SOUND INSULATION, IF REQUIRED MAKE CROSS TEES 2X4'S PT @ 16" O.C. USE CP-25 S/L SELF -LEVELING CAULK ON INSULATION, BACKER ROD OR MINERAL HORIZONTAL SURFACES WHEN FILLING WOOL) ENOUGH TO SUPPORT WEIGHT OF GAPS FROM ABOVE THE PENETRATION. CP-25 S/L CAULK. z 0 W W W C) I ILL (VERIFY w/ OWNER) ATTACH METAL SILL & TOP CHANNEL TO COl 1 POWER FASTENERS 24"O.C., MAX. ui 4 4 0 1111 Z USE CP-25 NIS NO -SAG CAULK ON VERTICAL SURFACES AND ON HORIZONTAL SURFACES WHEN FILLING GAPS FROM BELOW SECTION VIEW w 101e,111000 - 1-HOUR RATED 5/8" GYP BD TYPEX'OR CEMENT BOARD (SEE All ASSEMBLY :METAL FRA Ill (25ga) @ 24" O.C. MAX. < > -MIN. R-1 1 BATT INSULATION 6" -5/8" GYP BD. TYPE'X'OR CEMENT BOARD (SEE P LAN) JOIST: 2x4's PT @ 16" 0/ PIT. 2X4'S @ PERIMETER PT O.C.@ PERIMETER & 8" D.C. BALANCE IF OVER 48'SPAN, ADD BRACE TAPCON TO CONC. TAPI W/ 1/4" x 1 1/2" EMBED W/1 1 2 3 OR 4 HOUR RATED CONCRETE BLOCK WALL. NOTE. **USE WATER RESISTENT GREEN 8D. FOR ALL PAINTED, NON -TILED WALLS NOT IN T&G NAILED TP 2X4'S 1 161, O.C. FOR SOLID CONCRETE WALL (SEE NOTE 1) DIRECT CONTACT W/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER FOR NOTES, Bl (DUROCK) ALL TILED WALLS IN DIRECT CONTACT W/ WATER, SUCH AS W/ 2-8d PER JOIST SHOWERS & TUB SURROUl 1-1/2"=V-0" DAMMING 1, FOR SOLID CONCRETE WALLS, CENTER CP-25 NIS ULK W A S CENTER CP-25 NIS A MATERIAL METAL PIPE WITHIN WALL WITH DAMMING MATERIAL ON ONE E. IN MATER AL G I ON ONE E 1 1/2"=V-10" 1 1/2"=V-0" OR CONDUIT C C UCT p FORM S D IN PROD EX7EROOR DROPPED MUM DEYLUL TO /LLRE PER ASTM E-814 (Ul FIRETESTAND UL '1`1,�RE TE T AN S D UL P Sy TEM 4 CLASSIFICATIONFIRE STOP SYSTEM 49. DEPENDS ON DEPENDS CEOLM3 0 8 TYPOCAL ONTEROOR P&RTMON L wi ee �.j 3. WET INSTALLED DEPTH OF CP-25 CA S OF Cp 2 CA 5 S I TI G TYPE AND SIZE OF PIPE: AND DESIRE IRE RATING. ING DE;IFE RA N CMU OR CAST I EXTERIOR XTEMOR P.T. 1x3 FURRING NAILER CP-25 NIS CAULK WET DEPTH PIPE SIZE AX FIRE RATING PPL SIZE AX FIR BOTH SIDES OF WALL 1/2" 8, 0 M X 3 A 3mm) 6' MAX 1 HOURS PLACE WALL 5/8" S CO FINISH 1 bn NON-SKID STONE FLOORIN ON (1 (203m -2 (2 (SEE NOTES) 8, 03 3_, 1" (25mm) 8" (203 3-4HOURS 2 METAL JOIST TRACK ATTACH TO (VE Y FINISH & COLOR) ROOF TRUSSES OR CEILING FRAMING EPDXY BASED SETTING MAT IAL GROUT TRAFFIC COA ING CONCRETE WALL W/ "' TAPCONS 16" D.C. TO STUD 4 WALLWITH INTEl INTERIOR (SEE PLAN) & OVER (NO PHOSPHATE BASED MOR AR) 4 UP TO 40% SHRINKAGE OF CP-25 NIS OR SIL CAULK IS ACCEPTABLE AFTER INMAL WET DEPTH INSTALLATION. M WS @ EA. 4 INTERIOR SECTION VIEW CONCRETE AL. SIDE TRAFFIC COATING S. MAXIMUM ANNULAR SPACE TO BE FILLED IS 2 1/2" I64MM), FASTENER AS REQUIRED CMU WALL OR CAST IN <LOPE WRAP OVER EDGE 3" MIN PLACE CONCRETE (SEE STRUCTURAL DWI EXTERIOR FINISH F E RATED GYPSUM WALL BOARD RA FE D SEE ELEVATION /FE l OF I U r UMBER OF LAYERS OF EXTERIO 4 5'DRYWALL (USE MOLD SISTANT DRYWALL IRE RATED GYPSUM ON IRE RATED I EACH SIDE OF STUD WALL HOURLY RATING tt�CH SI GE 0 SIDE ON ALL EXTERIOR PERI ETER WALLS) UU 4 < 1 2 2 > ON MIN. %" FRAMING 6" O.C. MAX. WITH R-4.1 RIGID INSULATIO ONE 4 (MINIMUM) @ 71/2 > < CLIP NGLE, NO LESS THAN M ETAL SIDE OF WALL ONLY R 1 cx�4 or WOOD CASING WOOD CASING 01 DEPTH MINUS 1/2" (ATTACH CLIP I MI I X CD 'PLYWC 1/2" MIN.'CDX'PLYWOOD PANEL -7. < SLOPE BALCONY--/' WOODOR �O 0 .. STEEL STUD &OT ACK TO CONCRETE W/ EXP., METAL JOIST 7Rd ME TOPS TO TROUGH AN HOR BOLTS, OR TAPCONS) R 1/2" MIN. TYPE IX'GYP. BID. SCREWED TO MIN 2 IN E 'X' GYP J/ Typ DRAIN PLYWOOD PANEL WRAP P PE WITH l WRAPISTRIP V (25mm) 'I WIDE. (SEE NOTE 1) TO FILL GAP. FRICTION FIT 2x4 SOLID RABBETED JAMB NAILED TO B0170M STUCCO KERF, TYPT I INTO OPENING OR SECURE WRAP TO PIPE WITH 18 GAUGE STEEL TIE WIRE ANDSUDE INTO OPENING FLUSH WITH EXTERIOR PANEL OF FIRE RATED NOTE: PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED NOTE.- **USE WATER RESISTENT GREEN ED. FOR ALL PAIN D, NON -TILED WALLS NOT IN CHORD OF TRUSS W/ 1 Od NAILS @ 8" D.C. DROPPED DOWN CEILING WALL BOARD. (SEE NOTE 2) DIRECT CONTACT W/ WATER SUCH AS BATHROOMS KITCHENS, USE CEMENT SEE CEILING PLAN BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DI 'ECT CONTACT W/ WATER, SUCH GYP, BD. CEILING AS SHOWERS & TUB SURROUNDS** 1 1/2"-V-10" METAL PIPEOR NTS 1 1/7=11'4' FIBERGLASS INSULATED METAL PIPE SEAL ENTIRE EDGE AND SEAMS WITH IW (6mm) 'rypdCAL FYMMOR CHU MAL W3 3 INTERIOR NO 1 HR RATED ASSEMBLY UYNCAL AMC ACCESS DE'TAJL is ALC0Hv DRAM CEMHO JGM7 a77ACHEMENT DEMM (2) #10 x 1 1/2" SCREWS LAYER OF CP�25 NIS CAULK TO WOOD TRUSS OR 5/8" GYP Bl TYPE'XOR (2) 1/4" x 1 1/2" EMBED CEMENT BOARD (SEE PLAN) CIO 21" A., TAPCONS TO CONCRETE INTERIOR MIN 0 0 SECTION VIEW 46 3 5/8" 20 GAUGE METAL W4 --__�C-CHANNEL @ 48" O.C. (2) #10 1/2" SMS MU WALL OR CAST IN INTERIOR PLACE CONCR ETE It" 4� STRUCTURAL SPACE 21" NOTES' (SEE Mll z 1 AFANNU R SPACE IS LESS THAN 1/2" (13mm), AND INSULATION THICKNESS ON. DWG's) u PIPEl 5mm) OR LESS, USE ONE WRAP OF 1" (25mm) WIDE FS-195 ASSHO\ NN (51ml EWRAPS MUSTBE USED IF EITHEROFTHE FOLLOWING CONDIT10i �S INTERIOR �'DRYWALL A ANNULAR SPACE EXCEEDS 1/2" (13mm) B. PIPE INSULATION THIC�N' EXISTS. CNE (USE MOLD RESISTANT DRYWALL 4 ON ALL INTERIOR & EXTERIOR PERIMETER IS GREA ER THAN 1" (25mm) THIS DESIGN IS RECOMMENDED FOR METAL PIPE AN SPACE WALLS) ON MIN. %" CHANNELS @ 16" O.C. INSULA ED METAL PIPE WITH 3" (76mm) OR LESS OF FIBERGLASS INSULATION. SPAC ETWEEN SURFACE OF PENETRANT AND WALL BOARD MUST ACCOMODA E MAX. WITH R-4.1 RIGID INSULATION (MINIMUM) 6 @ ONE SIDE OF WALL ONLY > AT LE b I WRAP OF FS-195 PER INCH (25mm) OF PIPE INSULATION. ANY REMAIN sIG 45 2014 FLORIDA WILDING CODE —RESIDENTIAL ANN AR SPACE TO BE FILLED WITH ADDITIONAL FS-195 WRAPS UNTIL ANNULAR 0 u SPA IS LESS THAN 1/4" (6ml FILL REMAINING 1/4" (6mm) WITH CP-25 NIS CAU K. GYP. BD. CEILING 0 ^000 14V5 NOTE: PER SECTION P2 5 INSTALLATION, ITEM #5: TH INIMUM ANNULAR SPACE FOR THIS DESIGN IS 1/4" (6ml THE MAXIMUM h AN ULAR SPACE IS 3" (76l "THE CENTERLINE OF TER CLOSETS OR BIDETS SHALL NOT BE LESS THAN 15 INCHES OM ADJACENT WALLS OR PARTITIONS OR 2.. STALL 3M FIRESTOP ON BOTH SIDES OF WALL. NOT LESS THAN 15 INCH S FROM THE CENTERLINE OF A BIDET TO 5/8" METAL FU RING CHANNELS @ 16" O.C. NOTE. THE OUTERMOST RIM 0 N ADJACENT WATER CLOSET THERE RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM E-814 ATTACHEDT METAL C-CHANNEL W/ **USE WATER RESISTENT GREEN BD. OR ALL PAINTED, NON -TILED WALLS NOT IN SHALL BEATLEAST211 HES CLEAR IN FRONT OF THE WATER L1479) TIME TEMPERATURE FIRE CURVE. UL CLASSIFICATION PER SYSTEM #14 . 3 5/8" 20 GAUGE METAL METAL FUR NG CHANNEL CLIPS (MFCC) C-CHANNEL @ 48" OZ. DIRECT CONTACT w/ WATER SUCHAS ATHROOMS &KITCHENS, OR CEMENT BACKER Jm CLOSET, BIDET OR LAVA RY TO ANY WALL, FIXTURE OR DOOR, BD. (DUROCK) FOR ALL TILED WALLS I DIRECT CONTACT W/ WATER, SUCH AS 3/8' NITS SHOWERS & TUB SURROUNDS** 1 1/2"=1 -01, tYPUCAL PLUNBON8 FHX7U ES CLE&RMHqE 16 RHESTOP HOSC. OMML8 TO DROPPED N7ERMR CEMM DE7 dL a 7YNCAL W7FRMR CHU ALL W4 2 WALLASSEMBLY( RIES TEMP'D GLASS ENCLOSURE SEE FLOOR PLAN (SEE INTERIOR DESIGN DWG's) 1/2" DUROCK FLOOR DRAIN CMU WALL OR CAST IN PLACE BOARD SHOWER FLOOR TILE 7C.M.U. WALL - REFER TO CONCRETE EXTERIOR FINISH (SEE STRUCTURAL DWI �j (SEE ELEV.) DRAWINGS FOR OWER TILE PER (SEE INTERIOR DESIGN DWG's) (S NTERIOR DESIGN D Is DETAILS. VERTICAL WALL PAN FLASHING NAILED TO INSULATION APR 15 20 31, MAX. STEP DOWN WALL WITH 300, 1 R5TURN. 5" GYP. BD. FINISH (SEE WALL 8 5/8" STUCCO TYPE & FLOOR PLANS) FL-OOM05 FIRM-AA003379 gl" MAX. GROUT LINE AND FURRING SEE (SEE WALL ALL �DEAS, DESIGNS MRA GEMENTS, & PLANS INDICATED CAULK JOINT SECTION & FLOOR PLANS) OR I RESENTED BY THIS DRAVANG ME OMED BY, & THE PFGF�PRTY OF TH S OFFICE & �RE CREATED, EVOLVED, IN DEVELOPED FOR ON, & IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS, DESIGNS, SLOPE TO SLOPE TO GRAIN &I FT. MORTAR BED SLOPED TO DRAIN EXTEND ARRANGEMENTS OR PLANS SHALL BE USED BY� OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR Fjj.EF ANYRIM E ATSO AN 'T E, c0pv =T.F7F0T,"M`.0H rE. 7.1NA. DRAIN Y"I _Rl SR.I�.O.SOMMI)AL'IVE ELASTOFLEX SAP UP WALL MITTEN ONENSIONS ON THESE DRAWNGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & METAL FIR ING CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED VARIATIONS FROM THE DIMENSIONS AND BEHIND OF ANY (SEE WALL PE & FLOOR PLANS) =3.Y.THE.5,E=,1NG SH.PDET'A'ILS COFI10.121."AN COUNTER -FLASHING T T 8, E E81 GYP. BD. FINISH OVAL BEFORE PROCEEDING WTH FABRICATION =SO 44 4 0 .0. CONCRETE SLAB ?-f 't MIN. 4". NOTED, CM18. ALL RIGHTS RESERVED (SEE WALL TYPE & FLOOR PLANS) RANDALL sTorTl ARCHITECTS P A Ill - :*Z.; . f .2. . . -' -%; (SEE STRUCTURAL) 6 S N NS T IN g� �gm M, NOTE: (S L & FLOOR PLANS) VY P11 FLANGED DRAIN FOR WATERPROOFING MEMBRANE MUST WATER TIGHT JOINT EXTEND MIN 3" BEYOND THRESHOLDS WITH FLOOR AND ROUGH JAMBS 1 112"=T-0" 1 1/2"=V-0" g", 1 112"=V-10" t 31 i17 3HOMIER DF7&�L ROOF MU770HO CHU WALL 37UD WALL 70 (1��OHCRE-TE WALL DE7&�L CASING BY INTERIOR 2X6 P.T. BUCK W/ 1/1" DIA. x OR OWNER 1-3/4" EMBED. @ 1 12" C., 6" E�E. WOOD CASING, BY OWNER PROVIDE 2-1/4" MASONRY R lX6 P.T. NAILER EDGE DISTANCE DRYWALL SEE METAL STUD PARTITION w/ PROVIDE SHIMS AS REQUIRED WALL SECTIONS7 JAMB EXTENSIO ! N AS NEEDED Ns7 i GYPSUM WALLBOARD (SEE WALL TYPES) METAL STUD PARTITION w/ WOODDOOR FLOOR PLAN) ATTACH DOOR FRAIV J E GYPSUM WALLBOARD (SEE A EST NOA PRODUCT BLOCKING AS REQ'D (SEE WALL TYPES) WOOD CASING, PAINT GRADE APPROVALS PROVIDE SHIMS AS DOOR STOP (VERIFY w/ OWNER) IMPACT RATED EXTERIOR REQUIRED PRE -HUNG WOOD DOOR FRAME DOOR (NOT FRE�,NCHI PER EXTEND LATEST NOA PRODUCT :G WOOD CASING BY OWNER DOOR STOP BEYOND ui WATERPROOFING,7- APPROVAL PRE -HUNG WOOD DOOR FINISH FLOOR VARIES BY BRICK FRAME ROOM THRESHOLD DOOR STOP (VERIFY SPEC's w/ OWNER) i BLOCKING AS REQ'D VULKEM SEALANT 0 VM0DPrlf WOODDOOR (SEE FLOOR PLAN) NOTES: PRE -HUNG WOOD CONCRETE FLOOR SLAB (SEE FOUNDATION PLAN) BACKSIDE& FRONT l.VERIFY w/ OWNER IF SOUND DOOR FRAME '4 Lu XAIA WATERPROOFING INSIDE & OFBUCK NOTES: INSULATION WILL BE REQUIRED, 0. FACE OF OPENINGS, SEE WOODDOOR SPECS. STUCCO RETURN l.VERIFY w/ OWNER IF SOUND 2. VERIFY HINGE SIDE w/ FLOOR PLAN. (SEE DOOR SCHEDULE) NOTES: INSULATION WILL BE REQUIRED. STUCCO w/ l.VERIFY w/ OWNER IF SOUND SMOOTH FINISH 2. VERIFY HINGE SIDE w/ FLOOR PLAN. INSULATION WILL BE REQUIRED. FILLED CELL OR 2. VERIFY HINGE SIDE wl FLOOR PLAN, POURED COL., SEE STRUCT. 1 1/2"=V-0" *CAULK AS REQUIRED 1 1/2"=V-0" *CAULK AS REQUIRED 1 1/2"=V-0" *CAULK AS REQUIRED 1 1/2"=V-0" 20 DOOR OU73YONS JAMB DEr&OL i 16 'rVP. ONMEROOR DOOR HEAD DE7AOL 112 7VP. ONTERJOR DOOR JAMB DE7&OL a 7vp. OWTERdam DOOR LD DE7AOL 7HRESHO 1317 LINTEL OR POUR )BEAM INUIGA 1 L5 SKIM COA I CMU WALL OVER PRECAST PLASTER w/ SMOOTH LINTEL OR POURED CONC.— FINISH PRECAST LINTEL OR STUCCO w/ PRECAST LINTEL OR STL CCO w/ SEE Sl RUCTURAL BEAM, SEE STRUCT. POURED BEAM SMOOTH FINISH ---(TEE POUREDBEAM SMOOTH FINISH G's) STRUCTURAL DING's) (SEE STRUCTURAL DWG's) 2X6 P.T. BUCK W/ Y4" STUCCO w/ DRYWALL SEE TAPCONS W/ WASHERS SMOOTH FINISH t WALL SECTIONS z STUCCO wl 0 EMBED @ 8" O.C. MAX, 2" WATERPROOFING INSIDE & lz 51� WATERPROOFING INSIDE & a SMOOTH FINISH FROM CORNER FACE OF OPENINGS, SEE 0 DRYWALL SEE 0 FA E OF OPENINGS, SEE a 0 (D z .z el SPECS. WALL SECTIONS 1, �., 0 sp[ za Cs. 4 lx� P.t NAILER STONE SURROUND IF w z J� — DRYWALL SEE WALL 4 w zo APPLICABLE wm w w lX6 P.T. NAILER WATERPROOFING INSIDE& 610 z SECTIONS x FACE OF OPENINGS, SEE CASINO BY INTERIOR OR OWNER w uj 2 SPECS. uj 3)�* 1X6 P.T. NAILER F , 6 T CASING BY INTERIOR OR 4 CASING BY INTERIOR OR I OWNER OWNER JAMB EXTENSION AS NEEDED I -\—P.T. BOCK,SEEBUCK CORNER BEAD STANDARD 2" TRACK, P.T. BUCK, SEE BUCK NOTES STONE SURROUND & FOR SIZE & ANCHORS. 6 JAMB EXTENSION AS STONE SURROUND & NOTES OR SIZE & TORSION SPRING DRIP KERF IN OPERATED O.H. f7 RETURN,SEE NEEDED RETURN (SEE OTIONAL ELEVATIONS) ANCHO S� STUCCO RE GARAGE DOOR. TURN ELEVATIONS IMPACT RATED WINDOW P.T. BUCK, SEE BUCK STONE SURROUND & NOTES FOR SIZE & VULKEM SEALAN ON INSTALL PER PRODUCT RETURN OPTIONAL ANCHORS. WATERPROOFING INSIDE & STEEL INSULATED IMPACT BACK SIDE & FRONT APPROVAL SEE ELEVATIONS)— VULKEM SEALANT ON__7 \_IMPAC� RATED SLIDING RATED OVERHEAD DOOR w/ FACE OF OPENINGS, SEE SPECS. WOOD VENEER INSTALL PER OF BUCK BACK SIDE & FRONT DOOR INSTALL PER PRODUCT APPROVAL VULKEM SEALANT ON OFILICK PRODU I CT APPROVAL BACK SIDE & FRONT IMPACT RATED FRENCH WD. MOULD OVER OFBUCK DOOR INSTALL PER lX6SMOOTH PRODUCT APPROVAL CEDAR BID. OVER 1 1/2"=V-0" 1XPT, FURRING 11/2,,=I.-011 *CAULK AS REQUIRED 1 1/2"=V-0" *CAULK AS REQUIRED 1 1/2"=V-0" is TYPOCAL FRENCH DOOR HEAD DE7AOL a�Bmmra QLASS DOOR HEAD DETUL 15 RARAGE DOOR HEAD DE7AHL 7VPOC&L WINDOW HEAD DETARL __T7 ACCEPTABLE WATERPROOFING INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH CASING BY INTERIOR P.T. BUCK, SEE BUCK NOTES 1 THOROSEAL MIXED w/ ACRYL 60 WATERPROOFING MEMBRANE AROUND P.T. BUCK, SEEBUCK NOTES CASING BY INTERIOR FOR SIZE & ANCHORS. OR OWNER 2X6 P.T. BUCK W1 Y4" TAPCONS W/ WASHERS OR OWNER FOR SIZE & ANCHORS. CASING BY INTERIOR P.T. BUCK, SEE BUCK NOTES PERIMETER OF ALL WINDOW OPENINGS. EXTEND 9" MIN. AROUND PERIMETER FACE I EMBED @ 8" O.C. MAX, 2" FROM CORNER lX6 P.T. NAILE7R OR OWNER FOR SIZE & ANCHORS. lX6 P.T. NAILER JAMB EXTENSION AS NEEDED DRYWALL SEE JAMB EXTENSION AS NEEDED lX6 P.T. NAILER R 2. VULKEM 35ONF R MEMBRANE, 25 WET MILS MINIMUM INSIDE OPENING & DRYWALL SEE IMPACT RATED SLIDING RECESS IN CONCRETE WALL SECTION,,_:] I INTERIOR SILL, SEE BY INTERIOR DRYWALL SEE 10 WET MILS W/ AGGREGATE FOR STUCCO FINISH. EXTEND 12" MINIMUM AROUND WAL�SECTIONS DOOR INSTALL PER OR OWNER N97 WALL SECTIONS JAMB EXTENSION AS PERIMETER FACE. PRODUCT APPROVAL 0irr-LINOULATED IMPACT RATED IMPACT RATED WINDOW NEEDED 3. SIKAFLEX 11 FC INSIDE OPENING & Wl AGGREGATE FOR STUCCO FINISH. EXTEND So VULKEM SEALANT ON OVERHEAD DOOR wl WOOD VENEER MINIMUM AROUND PERIMETER FACE. BACK SIDE & FRONT INSTALL PER PRODUCT APPROVAL APPROVAL INSTALL PER PRODUCT OFBUCK EXtEN0 APPROVAL I WD. MOULD OVER lX6 SMOOTH CEDAR �NATERPRQOFI]Nqd� IT- - EXTERIOR STONE SILL EXtEND VULKEM SEALANT ON ACCEPTABLE BUCK & ANCHORS SiXTEN 'YVATERPROOFING BD. OVER 1X PT. FURRING *_� I WA PRlQOFlf4G,' BACK SIDE & FRONT STONE OR BRICK OFBUCK 1. WINDOWS & DOORS TO USE 2X P.T.BUCKS ANCHORED WITH 3 1/2"X W TAPCONS 12"O.C. THRESHOLD STONE SURROUND & MAX. 6" FROM CORNER —WATERPROOFING INSIDE & -k WATERPROOFING MEMBRANE AROUND OPENINGS, SEE SPECS. RETURN OPTIONAL STONE OR BRICK THRESHOLD 2. WINDOWS & DOORS TO USE 1X P.T. BUCKS ANCHORED WITH 1 2'.'COIL NAIL @8" O.C.. IINGS, SEE (SEE ELEVATIONS) WINDOWS & DOORS ANCHORS TO BE THRU THE BUCK INTO THE THE STRUCTURE PER NOA SPECS. I STUCCO wl WATERPROOFING INSIDE & STONE SURROUND & REQUIREMENT. STUCCO w/ STONE SURROUND & STUCCO w/ SMOOTH FINISH FACE OF OPENINGS, SEE RETURN OPTIONAL STUCCO w/ SMOOTH (SEE ELEVATIONS) SMOOTH FINISH RETURN OPTIONAL SPECS. FINISH (SEE ELEVATIONS) SMOOTH FINISH CORNERBEAD FILLED CELL OR FILLED CELL OR POURED COL., SEE FILLED CELL OR POURED WATERPROOFING INSIDE & POURED COL., SEE FILLED CELL OR STONESURROUND STRUCT, COL., SEE STRUCT. FACE OF OPENINGS, SEE STRUCT. POURED COL. AT IF APPLICABLE, SEE ELEVATIONS SPECS. CMU WALL, SEE STRUCT. N.T.S. -CAULK AS REQUIRED 1 1/2"=l'-0" 'CAULK AS REQUIRED 1 1/2"=11_011 *CAULK AS REQUIRED 1 1/2"=11-011 *CAULK AS REQUIRED wa7ERPROOFRmQ AND BUCK N07EB 3000NO GLASS DOOR JAMB DETAOL `dk (DARAW DOOR JAMB DE7&OL 10 7VF�CAL V�NDOW JAMB DETAOL 8 IrVPdC&L FRENCH DOOR JAMB 0127&�L 2 1 . ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO 1 STONE OR STUCCO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2020 — EXTENSION JAMB AND ALL APPLICABLE CODES. SLIDING GLASS IF APPLICABLE 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH ALUMINUM BI-PARTING DOOR SILL RISER (SEE MFG. SPEC's) MOULD & lX6 SMOOTH CEDAR BD. TILE OR EPDXY FLOOR (SEE ELEV'S) IMPACT RATED WINDOW INSTALL PER PRODUCT DOORJAMB EXTENSION WINDOW & DOOR SPECIFICATIONS. SLIDING GLASS DOOR r- (VERIFY w/ OWNER) APPROVAL 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT (SEE DOOR SCHEDULE) *ADJUST FINISH FLOOR AS I NECESSARY TO FINISH OUT FLUSH I I CASTSTONE WINDOWSILL P.T. BUCK, SEE BUCK STONE OR STUCCO FRENCH DOOR & EXTENSION JAMB IF ALUM. THRESHOLD, GAIN. ATTACHMENT PER w/ SLIDING GLASS DOOR SILL SURROUND, BEYOND (SEE ELEVS) NOTES FOR SIZE & A APPLICABLE (SEE ELEVS) v INSTALL PER MFG. SPEC's RISER ANCHORS, PRODUCT APPROVAL 4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT EXTERIOR LANAI STUCCO RETRUN 4 VULKEM SEALANT ON 6 1 X P.T. BUCK W/ (SHGC) AS INDICATED IN THE ENERGY CALCULATIONS. FLOOR FINISH BACK SIDE & FRONT TAPCONS 1)/2"EMBED 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND CONCRETE FLOOR SLAB DRIVEWAY PAVERS (VERIFY SLOPE 4 OF BUCK g WATERPROOFING LL SILL & APRON BY INTERIOR INSIDE & @ 12" O.C., 2"MAX VULKEM TRAFFIC COATING DOCUMENTED WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW OWNEW R) SL PE OR OWNER FACE OF OPENINGS, SEE FROM CORNERS. AND APPROVAL BY THE ARCHITECT. tu SPECS. CL, STONE OR BRICK 6. SEE FLOOR PLANS FOR WINDOW& DOOR LOCATIONS. I , W IX6 P.T. NAILER PAVERS, RISERS & FINISHED FLOOR, BY THRESHOLD (TYP.) JL OWNER , , , , , 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING DRYWALL SEE WALL MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET CODE FOR LOADS. INDICATES CONCRETE SLAB I' SECTIONS STUCCO w/ A'. (SEE STRUCTURAL DWG' 's) SMOOTH FINISH v co W z 8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS, 4 4 POURED CONCRETE SILL w U) MUNTIN BARS, AND OVERALL CONFIGURATION. 4 1 INDICATES STEEL INSULATED DOOR wl WOOD VENEER (SEE STRUCTURAL DWG's) 1 "RECESS@ DOOR Ae%� --4Y2" THRESHOLD (SEE DOOR SCHEDULE) 9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. CONCRETE FLOOR SLAB N.T.S. *CA LK AS REQUIRED 1 1/2"= 1 1-01, *CAULK AS REQUIRED 1 1/2"=T-0" *CAULK AS REQUIF41D 1 1/2"=T-O" *CAULK AS REQUIRED 1 1/2"=V-0" EXTEROOR WOHDOM A DOOR RIENFER&L NOTE8 L LIF k0ONQ QLABB [DOOR BOLL om-r&OL 13 O&RA016 DOOR BOLL DE7AdL 9 -rVFOCAL VKDOW BOLL DE7&�L 5 UVRIC&L FRENCH DOOR BABBLE DE7zML I prognm - m ElW 9,14.20 04 L) P4 GARAGE Rir_4�4mr Job No. APR 15 2021 FOR NOTIFIED Wolr.wri77___,rkm . m m To St T7 1 �3 IfIl 0 EN [a] GENERAL NOTE #1: ONEPIECESLE� FLASHNG �P TIN�tM ROOFCEMEf CONTRACTOR SHALL PROVIDE �NT �p MEMBRV MEE WATERPROOFING FOR ALL MASONRY TO SH� MO ( O_ O�R TOP 0 �R TOF 0 DOOR OPENINGS TO BE CONTINUOUS MEMBRANE 6XSE SHGOT AROUND ENTIRE PERIMETER OF AND � �E� UNNR OPENING (TYR) mp �GE 5"ow V�T HPF GENERAL NOTE #2: P8H CONTRACTOR SHALL PREP. PATCH, APPROVED ROOF FILL ALL AREAS AROUND MASONRY OPENINGS TO PROVIDE CLEAN SMOOTH SURFACE PRIOR TO RECEIVING WATERPROOFING (TYP.) EXT OWE PL�D PROSOCO R-GUARD STUCCO PRIME ROOF SHEATHING SHALL BE USED OVER ALL FASTFLASH AREAS WHICH SHALL RECEIVE 111T PIPE �ROUGH ROOF. CEMENTITIOUS FINISH, OR APPROVED EQUAL =kj 0 -GUARD FASTFLASH SHALL BE USED FROM INSIDE EDGE OF MASONRYIBUCK TO OUTSIDE FACE OF MASONRY OPENING, AND TURN ONTO OUTSIDE FACE TO EXTEND 6"FROM EACH SIDE & EXTEND 12" UP FROM MASONRY SILL. OR APPROVED EQUAL PROSOCO R-GUARD JOINT & SEAM FILLER SHALL BE USED BETWEEN BUCK TO MASONRY CONNECTION & AT ALL BUCK TO MASONRY CORNER JOINTS ATR 'r�f MASONRY CORNER JOINTS (BUCKS E CAL WENT 7HRU ROOF DE7&�L NOT TO BE SPLICED) OR APPROVED EQUAL PROSOCO R-GUARD FASTFLASH SHALL BE USED AND LAPPED MIN, 4" OVER SILL PORTION ON FASTFLASH, OR APPROVED EQUAL P,T. WOOD JAMB BUCKS (ATTACHED PER STRUCTURAL DRAWINGS) TO SIT DOWN IN COPPER PAN Wl PROSOCO JOINT - SEA I TOM CN ui U) ui 0. eg 1 1/2"=V-0" 1 3 M FILL R AT BACK ON PM & JOINTS OR APPROVED EQUAL GENERAL NOTE fl: ol�o CONTRACTOR SHALL PROVIDE WATERPROOFING FOR ALL MASONRY PROSOCO R-GUARD STUCCO PRIME SHALL WINDOW OPENINGS TO BE BE USED OVER ALL FASTFLASH AREAS CONTINUOUS AROUND ENTIRE WHICH SHALL RECEIVE CEMENTITIOUS PERIMETER OF OPENING (TYP.) FINISH, OR APPROVED EQUAL R GUARD FASTFLASH SHALL FPROSOCO BE USED FR;M INSIDE EDGE OF MA$ONPYIBUCK TO OUTSIDE FACE OF MASONRY OPENING, AND TURN ONTO QD IMPORTANT NOTE: OUTSIDE FACE TO EXTEND 6" FROM CONTRACT R SHALL FOLLOW STEPS 4 EACH SIDE & EXTEND 12- UP FROM & 5 OF THE WINDOW WATERPROOFING MASONRY SILL. OR APPROVED EQUAL DETAIL, IF SILL BUCK IS REQUIRED FOR DOORS PROSOCO R-GUARD JOINT & SEAM FILLER HEIGHT OF PAN BACK SHALL BE USED BETWEEN BUCK TO SHALL BE %"BELOW MASONRY CONNECTION& AT ALL BUCK TO 9 7VPOC6%L DOOR DDOORSI NOTE: OPTIONAL YORK 'MULTI -FLASH' STAINLESS STEEL FABRIC FLASHING MASONRY CORNER JOINTS OR MASONRY CORNER JOINTS (BUCKS ARE NOT TO BE SILL PAN COULD BE USED W/ APPLIED BA SPLICED) OR APPROVED EQUAL ADDITIVE OVER AREAS TO RECEIVE CEMENTJTIOUS FINISH P.T. bD HEAD t t�b (AM -IED PER NOTE: OPTIONAL YORK'MULTI-FLASH' STRUCTURAL DR; STAINLESS STEEL FABRIC FLASHING SILL n4A PAN COULD BE USED W/ APPLIED ADDITIVE COPPER DOOR SILL PAN SHALL BE C P INDI W SILL PAN SHALL OVER AREAS TO RECEIVE CEMENTITIOUS INSTALL W1 BITUTHENE 4000 MEMBRANE It I UTHENE4000 zll FINISH, OR APPROVED EQUAL APPLIED TO BOTTOM SIDE OR MEMB A JED TO BOTTOM 6. APPROVED EQUAL BID R i PPR ED EQUAL 2 NOTE: PROVIDE COPPER WIRE LATH AT P.T. WOOD JAMB BUCKS (ATTACHED ALL PORTIONS OF COPPER PAN TO P T. WOOD SILL PER STRUCTURAL DRAWINGS) TO SIT DOWN IN COPPER PAN W/ PROSOCO RECEIVE CEMENTITIOUS FINISH B CKATTAOHED JOINT & SEAM FILLER AT BACK ON PAN R STRUCTURAL &JOINTS, OR APPROVED EQUAL DRAWINGS 'A NOTE: PROVIDE COPPER WIRE LATHAT So ALL PORTIONS OF COPPER PAN TO IMPORTANT NOTE; RECEIVE CEMENTITIOUS FINISH CONTRACTOR SHALL FOLLOW STEPS 1 - 3 OF THE WINDOW WATERPROOFING DETAIL, IF SILL BUCK IS REQUIRED FOR j DOORS 6 PROSOCO R-GUARD JOINT & SEAM PROSOCO R-GUARD JOINT& SEAM FILLER FILLER SHALL BE USED BETWEEN AT SHALL BE USED BETWEEN BUCK TO MASONRY TO MASONRY CORNER MASONRY CONNECTION & AT ALL BUCK TO JOINTS, OR APPROVED EQUAL 4 MASONRY CORNER JOINTS OR MASONRY CORNER JOINTS (BUCKS ARE NOT TO BE SPLICED) OR APPROVED EQUAL PROSOCO R-GUARD FASTFLASH SHALL BE USED FROM INSIDE EDGE OF PROSOCO R-GUARD FASTFLASH SHALL MASONRY TO OUTSIDE FACE OF MASONRY OPENING, AND TURN ONTO ffN L NOTE #2: N%CTOR PREP, PATCH, BE USED FROM INSIDE EDGE OF OUTSIDE FACE TO EXTEND 6" FROM SHALL & FILL ALL AREAS AROUND MASONRY MASONRYIBUCK TO OUTSIDE FACE OF MASONRY OPENING, AND TURN ONTO EACH SIDE & EXTEND 12" UP FROM OPENINGS To PROVIDE CLEAN OUTSIDE FACE TO EXTEND 6' FROM MASONRY SILL. ALSO TO EXTEND 4" SMOOTH SURFACE PRIOR TO IDE & EXTEND 12" UP FROM PAST INSIDE MASONRY FACE ON SLAB & RECEIVING WATERPROOFING (TYP.) NLR ELjj:MyEQUAL 2" INSIDE OF BLOCK ON SLAB "Zoo r: rnp 1 1/2"=11-0" 7fP9QkL MMOM WAMR PROORM DM�L � T NAMR PROOFON8 DE'ML Pmgmss T EW 9.14.20 04 C14 0 C14 14 U) 0 0 z z 00 0 LZ sp 0 m m 2 E&MW -JMM W —2 1 x12" EXT. rED EXHAUST rwl�R /Z Lc) FILE Copy 0 21 41 Al FIRST FLOOR MECHANICAL PLAN SCALE 1/4'=y;-P)' REVISIONS BY DATE, GARAGE ;e[(3H7:] --- U Q) CIS Q1 0 Uu r4 94 4 4-1 .e� �n , r-4 rtj AIIIIIIII Job No. E-050 ........... Z ........ soon ncNLD . wa R.4 pno 0. Sao-6.0 vw:!�004� CONS-646140 ��..�Oox.com mommaT A. �WDRMGE. P.M. W.M. =0 AW05AS, DESIGNS, ARRANGEMENTS, & PLANS INDICATES OR REPRESENTED BY THIS DRA�G ME OMMD SY. & THE RAMER" OF THIS OFFICE. & MRE CREATED, EVOLVED, & DEVELOPEDFORUSE ON, & WCONNECTIONWTHTHE SPECIFIED PRI NONE OF SUCH ]01 DEEMS ARRANGEMENTS, OR FILMS SHALL BE USED W. OR DISOLMEDTO MY PERSON. FIRM, OR O`TPORATON FOR ANY PURPOSE WHATSDEVIzR WTHOUN' THE MITTEN PERMISSION OF RANI E. STOFFT, ARCHIlECTS P& IAVE WRITTEN DIMENSIONS ON THESE DRAWINGS SHAUJ PRECEDENCE OVER BENUE DNENSIONS. CONTRACTORS SHALL VERIFY & BE ReSIRCINEUBLE FOR ALL DIMENSIONS & CONDITIONS OR THE JOS, & THIS OFFICE MST BE NOTIFED OF MY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOAN BY THESE DRAWNGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WTH FABRICATMIN ONJTEMSSONOTED CM20 ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A z I z q (%4 No �-%TE OF 0 "I OR\D. Z, WALL 5ELOW EF)GE Or ROOF f LK 0 VPD 0 5EPRQ0 VP 5) 4 0 F VPD SOFFIT A METAL C4 1FAN/j-, wx T� EF-5 =200 6 Mil -0-- '7\ 0 A 12_ 04 EF 4 WF 24"xi 50 0 4'0 METAL <700> 14 14 0 6x12- P7 14x�� 14x12 1111 99MA Ift12 -�ox —TO 6 MASTE A CL j�, RKQQM- iALCONY 12x8 8X12 -10-\ LHU-2 12x12 DN <300> TO AHUd CH /0 /-1 0-\ 6XIO \\-12@xB <300> E 58 MCE 15EDROOM 04 F7- V CL& 2 0 0 5k4 -E "0 MET�� I' A .0 rETAL V4 , 71-", 0 ny�_ E351 50 Ira wic FF BALCQNY — — — — — — — — — — — TT CLG& L I -- 3 f* -,v, � 0,�4"O WR L I 0=0 4"0 VTR (EF- 1) IIEDICA1111 kw� - - - - - - - - - - - - - Pit upy 0 2' 4' 8 5ECOND FLOOR, MECHANICAL FLAN 8CALE V4'=]'-O' MOIR,,, REMONS BY DATE CN P4 P4 z GARAGE 4-1 u Q) 4-� i:�o 0 u �7, 4-) 4-� Job No. E-050 Mechanical 0 A�IDEAS,DISSMS ARRAN�MENTSSPILMSINDIQATED OR REPRESENTED BY THIS DRAWING ANEC�Uqy T :FEATEU, EVDE�S ED a PROPERTY OF THIS OFFICE & INERE 1 D EVELOPED FM USE ON, � IN W1 SPECIFIED PROECT, NONE OF SU ARRANOEMENT5,CRPLMSSHA OISMOSED TO MY PERSON FIRM. C FOR APPROVAL SEFORE PRCCEEDINGVW� FABRICATION ONITEMSSONOTED OMM. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P k I im 2 �HP SPLIT SYSTEM SCHEDULE AIR ItANDLING UNIT CONDENSING UNIT ABU NUMBER: AHEI-1 AHU-2 CU NUMBRIL- CU-1 CU-2 MANUFACTURER: TRA�E OR EQUAL TRANE OR EQUAL mAmAcrmm TRANE OR EQUAL TRANE OR EQUAL MODEL NUMBER. TAM9AOC60 TAM9AOC48 MODEL NUMBER: 4TWR7060 4TWR7048A TOTAL CFM 1950 00.7" 1500 00.7" NOMINAL TONS 5 4 FRESH AIR C.FAL]t SEE CALCIS SEE CALCs NO. OF COMPRESSORS I I ENT. AIR TEMP. so, air R.L.A. EACH 28.8 21.2 SENSIBLE COOLING (MBR) - - LILA. EACH 152.9 104 TOTAL CAPACITY (MM) 64.5 46.5 NO. OF CONDENSOR PANS I I BLOWER MOTOR H.P. I -ECM VS 3/4-RCM VS F.L.A. EACH 1.3 1.0 VOLTS/PH/Bz: 208/1/00 208/1/60 VOLTS/PH/Hz: 208/1/60 208/t/60 UNIT WRIGHT (LBS.) 176 162 MCA/Mocp 37/60 28/45 MCA/MOCP 61/60 50/60 UNIT WRIGHT 293 292 AUX ELECTRIC HEATKW ii-4a') to 10 SYSTEM EER/SEER/HSPF 12/16/9.0 12.5/17/9.0 HP HEAT MBH 52.0 40 LIQUID LINE (IN) a/a. 3/8. STAGE 1 1 SUCTION LINE (IN) 7/8' 7/8" VOLTAGE 208 1 208 AREA SERVED IST FLOOR 2ND FLOOR SUCTION x LIQUID (IN. OD) 7/8" x 3/8" 7/8" x 3/8" DIMENSIONS (LWH. IN.) 38X35X46 '38135X48 DIMENSIONS ( IN!, IN.) m��==2 2422W2 ------ NOTES: AHU SHALL HAVE A CONDENSATE FLOAT SWITCH, TO CONTROL OVERFLOW THAT WILL AUTOMATICALLY SHUT DOWN THE AC SYSTEM THE DEVICE SHALL BE FLUE. REFER TO ATTACHED TO THE SECONDARY DRAIN OUTLET "FLUE DETAIL" THE AHU. BECKETT: MODEL # 4NFW97 FOR CONTINUATION TRAP/FLOAT S/A - - - - - - - v\j S/A CEIUNG--7 -O.A. DUCT TAPED SEALED JOINT, W1 MVD S A AIR, HANDLER UNIT ISOMODE PADS (4) LINES ANGLE IRON SUPPORRT- - 2"x2"xi/8" THICK W/ �TRAP FLOAT WELDED TO METAL PLATE 4"x4"xl /8. THICK FLOAT SWITCH - SECU HOARY FLOOR DRAI PAN AHU MOUNT G DETAIL N.T.S. SHEET A/C UNIT- METAL SCREWS 2" X 2" X 3V4" LAG BOLT A INSULATED AD ANCHORS 1/16- X I- X 12-. 16 GAUGE METAL I STRAP. ONE ON EVERY CORNER OF CONDENSER. MOUNTING DETAIL 0 BASE N.T.S. CONDENSING U�Nrr� CON =RETE BASE W/ 6- X 6-- 10/10 W.W.F. 2- X 2- X INSULATED PAD �dliTIAITM MINIMUM "ONDENSING UNIT MOUNTING DETAIL MIN. MIN. UID LINE WITH I INSULATION 7: N.T.S :T!j INSULATION VALUES COMPONENT R-VALUR U-VALUE SHGC! EXTERIOR WALLS 6.0 - r__s_ - WINDOWS - 0.93 0.3 I DOOR GLASS (SAFETY GLASS) - 0.75 0.5 CEILING 38.0 AIR CONDITIONING LEGEND DU. OF NECK OF PERFORATED FACE CEILING DIFFUSER & DIA. OF FIEX DUCT SERVING THE DIFFUSER C.F.M. OF CONDITIONED AIR THRU THE DIFFUSER (�),R THERMOSTAT, ELEC. PROG., WITH REMOTE SENSOR. u=INTEGER, (UNIT DESIGNATION) DUCT UNDER POSITIVE PRESSURE REMOTE TEST STATION, u=INTBGER, (UNIT REEIGNATION) DUCT UNDER NEGATIVE PRESSURE *n- REMOTE SENS . TEMPERATURE n=INTEGER, DESIGNATION) PERFORATED FACE CEILING DIFFUSER MDD DUCT SMOKE DETECTOR THERMOSTAT. E13C. PROG. SMOKE DETECTOR PERFORATED FACE RETURN AIR GPILLE U.C. UNDERCUT PERFORATED FACE WITH PLASTER FRAME CEILING DIFFUSER WITH MVD S/A SUPPLY AM R/A RETURNAIR PERFORATED FACE WITH PLASTER FRAME RETURN AIR GRILLE WITH Un F/A FRESH AIR O/A OUTSIDE AIR UNEAR GRILLE C.D. CM124G DIFFUSER RIGED DUCTWORK, FIBERBOARD REG. REGISTER GR. GRILL EXISTING. RIGID DUCTWORK, FIBERBOARD U/c ER L.D. LOUVER DOOR CUSS I FLEXIBLE DUCT F.D. FIRE DAMPER A/p ACCE S PANEL MANUAL VOLUME DAMPER E.R. EXHAUST REGISTER E.F. EXHAUST FAN NF- MOTORIZED DAMPER, IROV. 3.11A. CONFIGURE TO OPEN WHEN FAN IS POWERED. 4W.C.D FOUR WAY CRILING DIFFUSER M.V.D. VOLUME DAMPER BACKDRAFT DAMPER (BDD) C.F.M. CUBIC FEET PER MINUTE M EXHAUST FAN X SPIN -IN DAMPER/ )R MODEL # FDESC DUCT 4� AIR FLOW FLEXIBLE DUCT TAKEOFF SUPPLY TURNING VANE ON ALL E133OWS (TYPICAL] CORNER ANGLE FIBERGLASS DUCT [TYPICAIA ELBOW TURNING VANE DETAIL N.T.S. AIR SCOOP [TYPICAL] SUPPLY BRANCH DUCT - TYPICAL EXTRACTOR DETAIL N.T.S. WWUT2%URC0T1UND �nf� PERFORATED-Z SUPPLY GRILL PERFORATED SUPPLY AIR GRILLE DETAEL N.T.S. FIBERGLASS INSULATED ROUND PLENUM BOX FLEXIBLE DUCT ALTERNATE FOR LOW CLEARANCE N.T.S. 4 L0 0 %-,f1._0 Rk, /0 16��"A&A AIR DEVICE SCHEDULE MARK MANUFACTURER MODEL NECK A TITUS 301FL Bx4 B TITUS 250-AA 8xS C TITUS 260-AA IOX8 D TITUS n-to-jT 1-im SLOT E TITUS 350FL IOX8 F TITUS 350FL ISxI2 __=I_ CONTRACTO MAY USE TITUS, T�AILOR OR EQUAL FOR ALL AIR DEVICES. DEVICES TO BE PROVIDED OBD FOR CONTROLUNG AIR FLOW. EXHAUST FAN SCHEDULE FAN NO. un MODEL CFM ISP WGT (LBS) FLA EF-1,2,3,4,6 BROAN XB50 50 .2 13 0.3 EF-5 BROAN XB80 so .2 13 013 [!� �S,20/1/60 NOTE: EFFECTIVE JULY 1. 2017, NEW CONSTRUCTION ON RESIDENTIAL BUILDINGS OR DWELLING UNITS MUST HAVE BLOWER DOOR TESTING PERFORMED BY AN APPROVED THIRD -PARTY AGENCY PER 2020 FIBC/ENERGY CODE R402.4.1.2. SUBMIT MARTIN COUNTY'S BLOWER DOOR TEST FORM PRIOR TO THE FINAL INSPECTION. THIS CAN BE FMATT D TO INSPECTIONSOMARTIN.FL.US. GENERAL AIR CONDITIONING NOTES 1. ALL WORK SHALL CONFORM WITTI ALL LOCAL STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE AIR CONDITIONING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LDCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE PROL MGR/ENGINEER BEFORE SUBMITTING A BID. THE PROJ. MGR/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. CODES AND STANDARDS ARE: FIBC-2020 7TH EDITION/RESIDENTIAL 107.2.1. NITA 9OA-2018, NFPA 9OH-2018, NFPA 70-2017, NFPA 72-2016, ASHRAE, SMAGNA, UL/FM, FEMA P-348 EDITION 2 FEB 2017, ASCE 7-16. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, PROJ� MGR AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERITY SPACES IN WHICH WORK WELL BE INSTALLED AND MAINTAIN MAXDfUM HEAD BOOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD I ROOM. OR SPACE CONDITIONS APPEAR INADEQUATE, PROJ. MGR/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MA FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT RK OF VARIOUS TRADES OF FOR PROPER EXECUTION OF THE WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL ALL AND/OR CONNECT WITH APPROPRIATE SERVICES BE REQUIRED TO FURNISH, INSl AIR CONDITIONING ITEMS SHOWN ON ANY OF THE PROJ. MGR, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE PROL MGR/ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF I N 0 ON, DO NOT PRESENT A NEAT AND WORKMANT PEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 5. START OF WORK By CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY Him OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHAII REMOVE AND REPLACE, AT HIS EXPENSE, ALL AIR CONDITIONING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 6. THIS CONTRACTOR SHAU OBTAIN AND PAY AIL INSURANCE, FEES, PERMITS ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BYLAW OR ORDINANCE AND SHALT KEEP ThE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. 7. THE WORD "AIR CONDITIONIN(�' MEANS H&kTING. VENTILATION, AIR CONDITIONING, DUCT WORK, PIPING, REFRIGERANT LINES, CONTROLS, SMOKE AND FIRE DAMPERS ETC. B. PROVIDE MEANS "FURNISH AND INSTALL". 9. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 10. SHOP DRAWINGS: THIS CONTRACTOR SELAU FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 11. AT COMPLETION OF JOB THE HVAC CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF PDF FILES SHOWING THE EXACT HVAC INSTALLATION. AS -BUILT DRAWING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK. IF THE CONTRACTOR PERFORMING WORK CHOOSES ENIGINEERING OF RECORD'S OFFICE TO PRODUCE CHANGES BEYOND PERMIT ISSUANCE IN THE FORM OF AS -BUILT CONDITIONS. IT WILL BE NECESSARY TO DIRECTLY CONTRACT FOR SERVICES. CALL OR EMAIL TO REQUEST QUOTE. 12. HVAC CONTRACTOR SHAIJ TEST AND BALANCE TO THE AIR QUANTITIES ON THE PLANS. PROVIDE I & B REPORT IN ACCORDANCE WITH AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. 13. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 14. THE HVAC CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAI, WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. THE COMPRESSOR(S) SHALL HAVE A FIVE YEAR WARRANTY. 15. MOUNT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS REQUIRED BY LOCAL CODES, 16. MATERIALS: A. AIR CONDITIONING RIGID DUCTWORK SHALL BE CONSTRUCTED OF STANDARD DUTY FIBERGLASS BOARD FLAM PROOF REINFORCED ALUMINUM FACED COVER IN ACCORDANCE WITH S.M.A.C.N.A. AS MANUFACTURED BY Owens-Corning. DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING WITH MA FACTURERNS INSTRUCTIONS. INSTALL AIR VOLUME EXTRACTORS AT EACH DUCT TAP. DUCTWORK IN ATTIC SPACE (UNCONDITIONED AIR SPACE) SHALL BE OF R=6.0 MMIMUM. DUCTWORK BETWEEN CONDITIONED FLOORS SHALL BE OF R=4.2 MINIMUM. B. FLEXIBLE DUCTWORK SHALL BE CLASS I AIR DUCT. U.L. USTED AS MANUFACTURED BY ATCO FLEXAIRE OR APPROVED EQUAL AND OF R INSTALL PER LATEST S.M.A.C.N.A. STANDARDS AND MANUFACTURER WIE RECOMMENDATIONS. DUCTWORK SlIA1.1 NOT BE COMPRESSED TO OVER 20% OF ITS CROSS SECTIONAL AREA. DUCTWORK IN ATTIC SPACE (UNCONDITIONED AIR SPACE) SHATI BE OF R=6.0 MINIMUM. DUCTWORK BETWEEN CONDITIONED FLOORS AND ABOVE GARAGES SHALL BE OF R=4.2 MINIMUM. C. TOILET EXHAUST DUCTWORK SHALT BE OF SPUN ALUMR47JM THERMOFIN DUCT INSTALLED IN ACCORDANCE WITH kSHRAE AND MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. D. ALL AIR DEVICES sIjATj BE OF ALUMINUM CONSTRUCTION, TrruS, METAIAM OR AS APPROVED BY ENGINEER. E. CONDENSATE D%M-pIPING SHAIJ BE msuum WITH 3/4" THICK ARMAFLEK, U-V- PROTECTIVE FINISH REQUIRED. F. FILTER SHALL Ift DISPOSABLE TYPE AND HAVE CI.EN PRESSURE DROP OF 0.15" PROVII)E Two SETS, ONE DURING CONSTRUCTION AND ONE FOR USE AFTER OC9bPANCY. --[RMIONS BY DATE �T4 pT4 GARAGE P. I GHT u In . Q) Cn 0 *F", 4-J Amok u J.) u C-) 5� 4-� AIM Job No. E-050 FA Mechanical z ................... :4 ........ u LE t WT �. �mv�. P.M. 1. mo�" 0 .9000 S�ANQEMENTS,&PLANSIND�FED BYTHISOR�GAREO�DBY.&THt 0FFME.&MRECREATED.�VED,& FOR APPROVAL BEFORE FROGI ON ITEMS SO NOTED OM20, m 3 7�� "(0 ak 0 -Z- A� LIM STATE W 0 ORI ...... fr-' "ll A L '-$' HP-1 POOL EQUIPMENT EQUIPMENT PUMP I CU-1 PAD EQUIPMENT PAD 60AS Z,-CU-2 2-d—oAFN3R- 2 605AASF N3R METER, 320A,10 FF" 4 PUMP 2 H-34/36 H-38/4 120/240V POOL PANEL IV ,-A-3 PANEL '11' CONTR 2 -324 H a j H-32 -167) L 1�1ak A IT-- �ENT I ""_1 MENT 60 N3R 2 60AF H-34/36 32 �t El 42-9- -19 A-4 A-4 0 A-19 19 :A Z: 7PANEL 'B' 0 FC A-13 4 7PANEL 'A',," 14'WNE LEf 42- jtw ,, I GDO-1 5REAKFAST =10 co Lt A V \I- 15"a 10--(,ICLCIL -34 36 A -I A 19 > A-13 A-13 A-1 -co -N 1 A A -I L UT2 A A-11 A-10 -9 A -I 0 Ar A 2 cAg GAggg L — — — Fill ILI *7 -9 A-4 A-11 F — — — Am A- rp -A-15 -13 PR DECK/POOL AT B R A A PROFILE A-37�'- A- 8-- A-31 I TO I-ANPISCAPE LISM N OA-17 KITCHEN 1111 C 401 4IIL l— 144- IA 7 \-c 01 IT A-11 01 H-19 IL TO FM *0 SPA 01CA-9 �15 !ELEVATOR A-35 L _AA-2 A-13 POOL 15Y Ol N 10 oi- Pol T -23 17 dbA-23 4'-O'C)EEP 1. -2 5 -3 �7-21 A 7 E IV A- cp CIF CF IV A-3 A-7 9 Wp(;FCI To L44ACAFE A-42 (OkA-41 FOYER A-7 0 21 L A-3 LWTII -2 WPGFCI A-7 -A-114 A-7 A-3 A-4.0 wading T'/ 3 A-3 6rea A-42 A- I A-2 4 i A-5 cy PORCH !111 A -I bCF - --Il 5 A-14 -14-0 BY DATE z c P:� z GARAGE RIGHT 4-J CIS 0 r4o 0 .P.4 t u .�4 �14 E-I ANN I P I A-39 — n A-12 Job No. E-050 Electlical z LIVING FWM A.-7 ................... ........ El ui — �14 1114 -5 A-7 eATH 2v/' �A- 4, IF. !� EF- A-3 A-25 y 1>1 UP A-5 A 3 D TIED COVER PORCH wpc 29 - A-1211 -A-I A-4: hh A -A 1 1w E MCI P m P.M. OkREMWENTEDBYTHMMAWI�MEMNEOW,&�E A-3 PROPERTY OF THIS OFFICE. &VIERE CREATED, �`VEOA DEVELOPED FOR USE ON, & IN CONNECTION ARTH THE SPECIFIED PROJECT, WINE OF SUCH IDEAS, DIESIGNP ARRANGEMENTS, OR PLANS SHALL BE USED W� OR DISI TO MY PERSON, III OR CORPORATION FOR AWPURPOSSARIATSOEWR�HCUI PERMISSION OF RANDAU- E. STOFIFT, ARCHITECTS, PA NTEN DIMENSIONS ON THESE ORA"(8 $HALL HAVE PRECEDENCE OVER SCAM ONENSIONS. CONTRACTORS COPY BELL VERIFY & BF RESPONSIBLE FOR ALL DMENSIONS S FILE OCINDITIONS M THE JOB. & THE OFFICE NIUST BE NOTIFIED OFANYVARIATIONSFROMTHEDIMEN CNSAND CONDRIONSISHOININSYTHESE DRAWNIM5 SHOP DETAILS OF ADEQUATE SCAM WST BE SUBI"IFFIED TO THIS OFFICE FOR APPROVAL BEFORE PROCE RUNS WTH FABRICATION ONRENSSONOTED.6= AULRIWTSRESERVEO RANDALL STOFFT ARCHITECTS P X 0 21 49 8 1 FIRF I LOCIR ELECTRICAL FLAN SCALE V4'zl'-O' NORTH J \\\Illllltl 0 - //, A4 Lc) --ras oF LUALL 5ELOW EDGE OF ROOF R61WONS BY DAM L) <11 P4 P-j <� P4 RI I GHT Fn Job No. E-050 z Electdcal ........... Z ..... ... MOMINAT A. MI P.M. - IP... SIC OR REPRESENTED BY THIS DRAWWGAREOM�O SY,&THE pnn��THIS�FICE.&�RECREATM,��WD,& DEVELOPEDFORUSEON,&INCONINECTIONNTHTHE SPECIFIED PRC�CT. NONE OF SUCH IDEAS, 35SONS, ARRANGEMEWS, OR PtARS SH&L BE USED W. M DISCLOSED TO MY PERSON, FIRM, OR CCRPORAlFCN FOR AW PURPOSE WHATSOEVER WTHOUT THE MITTEN PERMISSION OF RAND� E. STOFFT, ARO,UTECTS. PA. E E E'81CNISONTI-18SEDRA�ANGSSH�HAVE NCE —SIONS'CONTRACTORS FILE C . BE RE=B.. 1OR A� DMENSMS & .YL,LERVY DIT SONTHEJOB,&THIS GEMUSTSENCTFIED T E OF�VARAPONSFROMTHEQIMENSIDNSAND CCI4OITIM$ SHO� BY THESE DRAWNGS. SHOP OEIACS Of ADEQUATE SCAI-E MUST BE SUBM)TTED TO THIS OFFICE FOR APPROVAL BEFORE FROCEEDINGWTH FABRIGATON ON ITEMS SO NOTED 0 MM. &L �UGHTSRESERVED I RANDAUSTOFFTARCHWECTSPA MM I 0 4' 8 5ECOND I LOOS' E-LE-CTRICAL PLAN E2 WALE 1/4':]'-0' T" NORTH 2#250MCM, 1#3/0-3" METER 226A,1�, 120/240V N3R, 10KAIC PNL AMPS VOLTAGE CKTS WIRE PHASE I MAIN I MOUNITMAN6 FACTURER TYPE P 100 120/240 12 3 DR EQUAL LOAD CENTER N3R, IOKAIC CKT NO. WIRE CKT BKR SERVING CKT NO. WIRE CKT BKR SERVING POLEJAMPS POLEJAMP I 1 10 2 30 PUMP 1 2 6 2 40 HP-1 3 3 4 5 10 2 30 PUMP 2 8 6 12 1 20 POOL 0ONTROL/LTG - 7 8 12 1 20 BLOWER F- 1 - SPACE - _1 - SPACE 191 - 1 - SPACE 12 - 1 - SPACE NEC TABLE 220-3 (PANEL W) KW 3711 SO FT 0 3 WATTS/SQ FT 11.1 THREE 20 AMP SMALL APPL CKT 0 1500 WAITS EACH 4.5 RANGE/OVEN 12.0 DRYER 5.0 - - WATER HEATER 0.0 DISHWASHER.GARB. DISP..REFRIG.,WASHER.&H.!r GARAGE DOOR OPENERS.CLG.J.BOX 0.0 TOTAL WITHOUT DEMAND 33.4 FIRST 10.0 KW 0 100% 10.0 �E�T 23.4 KW 0 40% AHU+STRIP HTR (2KW + 3OKW) 32.0 TOTAL CONNECTED LOAD 55.4 NEUTRAL CALCULATIO J0 UGHT,RECEPT.,SMALL APPL.,WASHER,FANS,GARAGE DOOR OPENER,CLG.J.BOX -(23.9 KIN) FIRST 3.0 KW 0 10OX 3.0 NEXT 13.9 KW 0 ANX 4.9 DISHWASHER.GARB. DISP.,REFRIG. 0 IOOX 3.6 RANGE/OVEN 0.0 KIN 0 70X 0.0 DRYER 5.0 KW 0 70% 3.5 TOTAL CONNECTED LOAD (NEUTRAL) 15.0 WAITS TO AMPS (UNE): 55,400/240V - 230.8 AMPS WATrS TO AMPS (NEUT): 15,00/240V = 62.5 AMPS FEEDER: 2#250MCM. 1#310 NEW, 1#2 GND -i 3 1/2" *HEKnNG LOAD LARGER THAN COOLING LOAD BUILDING EXTERIOR BUILDING INTERIOR BUILDING EXTERIOR i //-3#3/0, 1#6-2" 5Z��3#31 1#8-1 1/4" 1 PANEL PANEL PANEL PANEL n 'A' III, 1p, N3R, 10KAIC /�1#2 GND FOOTER STEEL _7 TO FPL 3/4" _�(2)5/8"xIO'-O" CU GND XFMR ICj UW ROD, FOOTER STEEL & 2#25OMC. PIPE 3/4" CW PIPE M, 1#3/0-3- ELECTRICAL RISER DIAGRAM N.T.S. /-GRADE PNLJ AMPS I VOLTAGE mrs I WIRE I PHASE I OUNTI �M �RER 7' TYPE A 1 200 1 120/240 42 1 .3 1 1 1 LUGS �URFAmj ITE OR EQUAL I LOAD CENTER. NEMA 1 CKT NO. WIRE CKT BKR SERVING CKT NO. WIRE CKT BKR SERVING PO _ki7 AMPS 1 12 1 20 RECEPT/LTG. 2 12 1 1 20 GARAGE RECEPT. 3 12 1 20 RECEPT/LTG. 4 12 1 20 GARAGE RECEPT. 5 12 1 20 RECEPT/LTG. 6 12 1 20 GARAGE DOOR OPENER #1 7 1 12 1 20 LTG. 8 12 1 20 GARAGE DOOR OPIDNER_tZ_ 9 12 1 1 20 SMALL APPL 10 12 1 20 ATTIC LTG/RECEPT. 11 12 1 20 LTG. 12 1 12 1 1 20 BATH 13 12 1 20 LTG. 14 12 1 20 BATH 15 12 1 20 SMALL APPL is 12 1 20 DISPOSAL 17 1 12 1 20 SMALL APPL 18 12 1 20 WINE COOLER 19 12 1 1 20 RECEPT/LTG. 20 12 1 20 GREASE HOOD 21 12 1 20 RECEFT/LTG. 22 12 1 20 DISHWASHER (GR) 23 12 1 20 RECEPT/LTG. 24 12 1 1 1 20 1 WASHER 25 12 1 20 RECEPT/LTG. 26 10 2 30 DRYER 12 1 20 FLOOR RECEPT. - 28 �27 29_ - 1 - SPACE 30 4 2 60 AHU-2 31 6 2 50 OVEN - 32 �33 34 4 2 60 �AHU-1 35 12 1 20 REFRIGERATOR - 36 37 12 1 20 LANDSCAPE LTG. 38 12 1 20 GWH-1 CONTROL 39 12 1 20 SMOKE D - I - SPACE 41 12 1 20 RECEPT. 2 1 20 LTG. PNL AMPS VOLTAGii C� j WiiiE I ;�Mi I '�AJN I MOUNTI MANU�ACTLIRiR TYPE B 100 120/240 .30 1 3 1 LUGS �Rm� HE OR EQUAL LOAD CENTER. NEMA 1, CKT NO. WIRE CKT BKR SERVING CKT NO. WIRE CKT BKR SERVING POLETAMPS MUE �AMPS 1 12 1 20 BATH 2 12 1 20 RECEPT/LTG. 3 12 1 20 BATH 4 12 1 20 RECEPT. 5 12 1 20 BATH 6 12 1 20 1 RECEPT. 7 12 1 20 BATH 8 1 12 1 20 RECEPT/LTG. 9 12 1 20 BATH 10 12 1 20 RECEPT. 11 12 1 20 RECEPT. 12 12 1 20 RECEPT. 13 - 1 - SPACE 14 12 1 20 RECEPT/LTG. 15 1 - SPACE 16 12 1 20 RECEPT. 17 - 1 - SPACE 181 12 1 20 LTG. 19 - I - SPACE 20 12 1 1 20 LTG. 21 - 1 - SPACE 22 12 1 20 RECEPT. 23 - 1 - SPACE 24 12 1 20 DISPOSAL 125 - 1 - SPACE 1 2 12 1 20 LIC REF 27 10 2 30 ELEVATOR 28 12 1 20 JACUIZZI - 29 __L__ - 30 12 L 1 20 ------ BURGI A ALARMS �VOLTAGi _l�;;l;l;i!;HASEj MAIN MOUNT1 �;UFACTUIWER7 TYPE H 400 120/240 1 42 1 .3 1 LUGS �umc� ITE OR EQUAL S' PANELBOARD CKT NO. WIRE CKT BKR SERVING CKT NO. WIRE CKT BKR SERVING POLEJAMPS 1 3/0 2 200 PANEL 'A' 2 - I - SPACE - 3 - 4 - 1 - SPACE 5 3 2 100 PANEL 'B' 6 - 1 - SPACE - 7 8 - 1 - SPACE 9 3 2 100 PANEL 'P' 10 - I 1 - SPACE - 11 12 - I SPACE 13 - 1 - SPACE 14 - 1 SPACE 151 - 1 1 - SPACE 16 - 1 SPACE 17 - 1 - SPACE 18 - 1 SPACE 19 - 1 - DECK LTG. 201 - I SPACE 21 - 1 - FUTURE POOL 22 - 1 SPACE 23 - 1 - ISPACE 24 - 1 SPACE 25 1 - 1 - SPACE 26 - 1 SPACE 27 - 1 - SPACE 28 - 1 SPACE 29 - 1 - SPACE 30 - 1 SPACE 31 - 1 - SPACE 32 12 1 20 EX17 RECEPT 33 - 1 - SPACE 34 4 2 60 CU-1 351 - I - FUTURE IRRIGAIION - 36 1 1 - SPACE 38 6 2 45 CU-2 SPACE - 40 SPACE 42 - I - SPACE 4 LO STATE OF 41 OR� HOT� ,-NEUTRAL RECEPTACLE--, Flit" GROUNDING GROUNDING CONDUCTOR LUG SCREW F [GREEN] G G HOLE J� ___�TAPPED N It IN BOX � GROUNDING SCREW 0 0 �1� -#10 32 X 3/8- SLOTTED HEXAGON HEAD, WASHER FACE SCREW [TYPICAL] WIRE NUT CONVDurffr__--_-��_ [TYPICAL] NOTE: GROUNDING CONDUCTOR SHALL BE CONTINUOUS SO NOT ERFER WITH CONDUCTOR CONTINUITY. GROUNDED RECEPTACLE INSTALLATION N.T.S. ELECTRICAL AND LIMITING LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE. 120V, 20A. 18"AFF. WITH TAMPER PROOF. DUPLRX-DUPLRX RECEPTACLE, 120V. 20A, 00AFF. WITH ARC FAULT PROTECTION AND TAMPER PROOF. DUPLEX RECEPTACLE, 120V, 20A. GFic PROTECTED. 3o"AFF, WITH TAMPER PROOF. WP GFC1 DUPLEX RECEPTACIAE, 120V, 20A. GFIC PROTECTED WITH WATER PROOF COVER, WITH TAMPER PROOF. RECEPTACIE, 120V, 20A. DEDICATED CIRCUIT, WITH TAMPER PROOF. RECEPTACLE, 12OV, 30A, DEDICATED CIRCUIT, WrTH TAMPER PROOF. DUPLEX RECEPTACLE, 12OV, 20A. WITH ARC FAULT PROTECTION. WITH TAMPER PROOF. OOF.. CEPTACLE, 12 , 20A, CRILING MOUNTED, WITH TAMPER DUPLEX RECEPTACLE SPLIT WIRE. 120T. WITH TAMPER PROOF. RANGE RECEPTACLE. I DATA/TELRPHONE OUTLET, 3/4- CONDUIT WITH 1900 BOX & PLATE COVER TO ACCESSABLE CEILING SPACE. TERMINATE WITH COUPLING PROVIDE PULLSTRING. METER. ELECTRICAL PANEL. ELECTRICAL TELEVISION OUTLET. 1zp A -BASE DISCONNECT SWITCH, AMPACITY k--NEMA RATING *]:-:::: SMEAIMPACITY EXHAUST FAN 1/16 HP OR SMALLER, 12OV, U.O.N. M J-BOX WITH 1" EMPTY TO ACCESR&BLR CRUING SPACE, PROVIDE PULL & STRING FLOOR PLATE. (ZH WALL MOUNTED J-BOL DUPLEX RECEPTACLE, 120V, ZOA. FLUSH MOUNTED, FLOOR RECESSED. BRASS COVER PLATS. FLOOD TIGHT FUTURE. 120V. J BOX WITH OPTIONAL FAN/lIGHT. FLUORESCENT F=uEz 12OV. 3(32) wArr Lummu. UNDER CABINET FIXTURIL WALL MOUNTED FUTURE. CEHMG MOUNTED FUTURE. 13 RRCWSKD LIGHT FUTURE. VAPOR PROOFMCMED FUTURE. SECURITY SYSTEM (MOTION DETECTION) TOGGLE SWITCH. 12OV. 20A. 42"AFF, 3-WAY TOGGLE SWITCH, 12OV, 20A. 420AFF. $4 4-WAY TOGGLE SWMlL 12OV, 20A, 4S*AFF. MOTORIZED SWITCH. *D DIMMER SWITCH, 12OV, 20A, 420AFF. MOTOR RATED SWITCH WITH LIGHTING CONTROL, 12OV. 20A. 1800 W RATED, 42"AFF. GARAGE DOOR OPENER, PUSH HUTTON SWITCH, 120V. 20A. 42"AFF. KEYPAD. CARBON MONOXIDE & SMOKE DETECTOR. SMOKE DETECTOR. N NEW, R EXISTING. R RELOCATED. IG ISOLATED GROUND. WP WATER PROOF. I I RATING. N3R NEIL& 3R RATING. GFI GROUND FAULT INTERRUPT. A.F.F. ABOVE FINISHED FLOOR. U.O.N. UNLESS OTHERWISE NOTED. NOTE: MOUNTING RGT. OF DUPLEX RECEPTACLES, TOGGLE SWITCHES, THERMOSTATS, ETC. SHALL COMPLY WITH THE HANDICAP CODE. GENERAL ELECTRICAL NOTES I. ALL WORK SHALT CONFORM WITH AIL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE ELECTRICAL SYSTEM. 7 WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULA-TIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE PROJ. MGR/ENGINEER BEFORE SUBMITTING A BID. THE PROJ. MGR/ENGINKER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. CODES AND STANDARDS ARE: FBC-2020 7TH EDITION/RESIDENTIAL 107.2.1, ENERGY I - 1 A -2016, IEEE, IRS, NEMA, 2017 NEC, ASCE 7-16. 2. THE DRAWING ARE TO BE CONSIDERED DUGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHAM GOVERN' THE EXACT LOCATIONS, CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, OR SPACE CONDITIONS AT AIL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, PROJ. MGR/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WrIH INSTALLATION. THIS CONTRAC- TOR SHALL. WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL ELECTRICAL ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, PLUMBING, AIR CONDMONING, SPRINKLER, DRAWINGS WITHOUT ADDMONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSION OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE PROJ. MGR/ENGINEER IN AMPLE TIME TO PERMrr REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. VERIFY SERVICE CHARACTERISTICS, LOCATION AND CONNECTION WITH TELEPHONE AND ELECTRIC UTMITY COMPANIES PERFORM ALL WORK RELATED TO SERVVICE IN STRICT ACCORDANCE WITH UTILITY Co. STANDARDS AND REQUIREMENTS. 5. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORIKOULANMLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACE- MENT OF ITEM WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMAN- LIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE DIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRAC-TOR. 6. START OF WORK By CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL REMOVE AND REPLACE. AT IRS EXPENSE, ALL ELECTRICAL WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 7. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSO- CIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS. RULES OR ORDINANCES. 8. ALL WERE COPPER, IN RACEWAY, UNLESS OTHERWISE SPECIFIED ON DRAWINGS. 9. WIRE UP COMPLETE ALL THE A/C EQUIPMENT AND CONTROLS AS DERECTED BY A/C CONTRACTOR. CONTROL WIRING SHALL BE SEPARATE RACEWAY FROM POWER WIRING. 10. PROVIDE RACEWAY FOR TELEPHONE SYSTEM. 1/2- CONDUIT W11900 BOX & SINGLE GANG MUD RING. TERMINATE IN CEILING SPACE W/COUPIJNG. 11. PROVIDE MEANS "FURNISH AND INSTIaL". 12. COORDINATE WORK WITTI WORK OF OTHER TRADES TO AVOID ALL CONFLICTS. 13. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 14. PROVIDE TEMPORARY WIKING SYSTEM FOR USE OF AIL TRADES, ADEQUATE FOR ENTIRE NEEDS OF THIS PROJECTS. 16. CONNECT ALL MOTORS, STARTERS, CONTROLS, DISC. SWITCHES, CKT. HER. ETC., WHETHER FURNISHED UNDER THIS CONTRACT BY THE GENERAL CONTRACTOR. OTHER SUBCONTRACTORS, OR THE OWNER. 16. PROVIDE PULL WIRES WHEN EMPTY CONDUITS ARE SHOWN ON THE PLANS. 17. PROVIDE LIGHT FUTURES AS PER SCHEDULE. 18. PROVIDE EMPTY PVC RACEWAYS (SERVICE 04TRANCE MR TELEPHONE CO. & CABLE TV Co. AS PER RE41IMMENTS AND DUCTIONS. 19. PROVIDE AIL WIRING DEVICES. 20. IDENTIFY CLEARLY ON A TYPE WRITM FORM ALL CIRCUITS AND RQUIPWIT TO CORRESPOND WITH TU PLANS AND PANELS SCHEDULE AND ATTACH INSIDE THE PERTAUgUG PANEL. 21. PROVIDE I= ALA SYSM AS PER LOCAL AUTHORITIES REQUIREMENTS. CONTRACTOR TO PROVIDE SHOP DRAWNGS FOR FIRE ALARM UNDER SEPARATE PERMIT. 22. URACEWLYS: ALL UNDERGROUND RACEWAYS TO BE PVC, INSIDE CONCRETE STAB EMT WITH APPROVED SET SCREW FITTING. INSIDE PARTITION EMT OR APPROVED CABLE WHERE THE OUTER METAL JACKET 19 AN APPROVED GROUNDING MEANS OF A LISTED CABLE ASSEMBLY, FOR FLOOR PENETRATION USE ONLY EMT. 23. USHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WpfHnP DRAWINGS OF EQUEPMENT PRIOR TO PURCHASE FOR APPROVAL . E C 24. UTESTING: HE CONTRACTOR SHALL TEST ALL WORK AND EQUIPMENT AS DIRECTED BY THE PROL MGR AND BY AUTHORITIES HAVING JURISDICTION, FURNISHING AIL EQUIPMENT AND NECESSARY PERSONNEL AND ELECTRIC POWER. THE ENTIRE INSTALLATION SHALL BE TESTED FOR SHORTS, GROUNDS AND OPEN CIRCUITS, AND ALL DEFECTS SHALL BE DEMONSTRATED TO BE IN PROPER WORKING AND OPERATING CONDITION TO THE COMPLETE SATISFACTION OF THE ENGINEER. 25. GUARANTEES: ALL EQUIPMENT AND MATPRIATS SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE BY OWNER. 26. AT COMPLETION OF JOB THE ELECTRICAL CONTRACTOR SHALT GIVE THE OWNER AN PILES SHOWING THE EXACT ELECTRICAL NST TION. AS-BUWl' DRAWING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR PERFORMWG WoRr_ IF THE CONTRACTOR PERFORMING WORK CHOOSES ENIGINKERING OF RECORD'S OFFICE TO PRODUCE CHANGES BEYOND PERMIT ISSUANCE IN THE FORM OF AS -BUILT CONDITIONS, IT WILL BE NECESSARY TO DIRECTLY CONTRACT Fft SERYTICES. CALL OR EMAIL TO REQUEST QUOTE. 27. BEFORE BIDDING THE JbB THE ELECTRICAL CONTRACTOR SHALT visrr THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. 28. WIRES SMALLER THAN to SHALL HAVE THHN INSULATION, #6 & LARGER SHALT HAVE THWN INSULATION R�IONS BY DATE 0 P0.4 W u Em� Q) 4-J u �_l Cd Qj 19 4--) U 4-J Job No. E-050 Eleddeal Z ............ age- 0� �0� P.. ': ice. 585-n'. fu ra,� 060_041� ------ - --- � FOR A� DIM�1046& OFFICE WST 35 40T�D DIEIAW�IQNSMD )RAW� SHOP DUALS �E 3 HP-1 POOL EQUIP�MENT PUMP I "-EQUIPMENT PAD M CU-1 CU-2 EQUIPMENT zz— PAD 3/4" COND. LINE, PUMP 2 TERMINATE 12" FROM EXTERIOR WALL, H.B. 6" ABOVE GRADE 2" VENT 3/4" COND.T1bdWff_F_l LINE UP T vw --FROM 2ND Yfdbk'p'� 'AAV-7 2ND FLOO�Z ---I" CW LINE UP 0-< c'x ME M —I— — — — . — — — — _0 I L� j — - - - � -,- - I TO 2ND FLOOR I I BSQ 3" SAN 14'LUIN Li 0 - - - - - - \-3/4" HW LINE UP L'Uytmt L 5REAKFAST 1 11 SK-1 TTn 0 H.B.' F z 41 Z , 0 '-1 ST41 er "Q C), OF Al" PORCH RECESSED 3" SA% I I I " I . I VALVE 3/4 NE UP j, BOX UP To LI 2 D F OR LAUND LO MEN TE DTTU"D I -CIL- \-z, SAN IN C 2 CAR GARAGE �co L c _G id 1111 1 . V, '� I F 7111 H I RANGEUJ/ ( I i ��� I --- ) I - %" , 1, XHAU �,T A�4 I t N j 1��i N 00D �1!5 t . 11 1 11 11 KITCHEN ELEVATOR 2" SAN LINE, UP TO 2ND FLOOR I 0M FOOL BY OTHER$ POOL 2" SAN LIN 10 2 I 4'-O'I)EEP IN CEILING 2 SAN LINE TO 2ND FLO�p Lup L_ __j Wading area V1 1 4 ___ I - — - FW LAV-.. CL. W 114 NT LINE TO 2ND FLOOR —13 12 F - 1 J12- COVERED FORCH WC-1 1 TEED) I LAV- I 13 0 BLDG- 1H.B. S SOV Ov H.B. 5EPROOM #2 C.O. 1/4" CW LINE TO REGULATOR UTILITY PROVIDED METER GAS METER 4" SAN LINE TO UTILITY c, G cs rs —SERVICE CONNECTION TMBM C4 I Lc) REMONS BY DATE K_� ON rT1 > GARAGE rA Job No. E-050 z Plumbing .................. IBIMLA� ��WO�00 Cow mossaw A. �N�. p.m. P.M. MCEM11,310 # Boom ALL IDEAS, DESMS, ARRMGEMENITS, & PIUANS INDICATED OR REPRESENTED BY THIS DRANNINGARE OMED BY, &THE PROPERTY OF THIS OFFICE. & INERE CREATED, EVOLVED, & DEVELOPED FOR USE ON. & IN CONNECTION WTHTHE SPECWIED PRWECT NONE OF SUCH IDEAS nesions, /-3/4" GAS LINE TO ARRANGEMENTS, OR PI.ANS SHALL BE USED SY� OR DISCLOSED TOMY PERSON. FIRM. OR CORPORATION FOR UTILITY PROVIDERS ANY PURPOSE �TSOEWR WTHOUT THE MITTEN PERMISSICNOF �E.STOFFT,ARCHITECTS,PA, C MMEN DIMENSIONS ON THESE DRAWNGS SKAU_ HAW PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS S� VERIFY & BE RESPONSIBLE FOR AU_ DIMENSIONS & ONDBIONS ONTHEJOB, &THIS OFFICE MUST BE HORNED coC OF MY VARIATIONS FROM THE DIMENSMNS AND py CONDITIONSSH�BYTHESEORARINGS.SHOPI)ETAI� OFADMUATESChUEMUSTBESUBMITTEDTOTHISOFFCE FORAPPROVALBEFOREPROCEEDINOWKFABRICATION ONITEMSSONOPED.002D.ALLRIGHTSRESSIW50 RANDALL STOFFT ARCHITECTS PA. 0 2 4' 8 pp FIR,5T FLOOR FLUME31NG FLAN 8CALE 1/4'=11-0' NORTH ox�wl /I/ .� T� STATE OF 4_1 WALL IBELOW EDGE OF ROOF 3/4- COND. LINE 3" VENT LINE DOWN TO IST FLOOR _FgOM 1ST FL OR 0 cW_uNE_UP — II I FROM IST FLO(rR 0) SH TUB/ 3,, SAN C33 4 " HW LUINE UP UZ - m ROM 1ST FLOOR DN E UP A SH-1 �..I, DAT ROM IST FLDOR 13ED QM 03 kjiAV_ SO-7 3. T_ DN SH_ ILE I— HuJR_ 4WR__L_ w1c 0 L&V-6VFf wc- WC-1 o 5ATH 04 SK- 1 uc -AHU-2 MA5TER/6F1)Room lrz tR CL. IA 1 R-�t� HIF'd_\G. —1. � Z \N�j LINE 10-0�, CON 2 SAN DN 5EDR00M 04 VAULTED aA OFFICE _14 WIC 5ALC0qY LL� W CVA 14 --VI-2- VENT Lm UP FROM IST FLOOR 154CONY DEDICATED AFGI LANDIW� %.Ovlwy 6 �f 4� 8) �_E_GQNID FLOOR FLUMBING FLAN "MIOM BY7DAn P4 �4 RIGH-r 0 4--) 0 4 E-1 u AM 1 1/2- CW LINE TO UTILITY PROVIDED METER WATER RISER 1 1/4" 1 1/4" L=10'-O" BBQ 130 C F. 2' L=8'-O" 2- POOL HEATER 400 CFH 2' 1 1/4- L=5'-O" 1 1/4- - L=31_0 2 1/2" L=32' 3/, 3/4"------ L=101_0. L=13'-O" RANGE 150cm,'] L=10'-O" 3/4" 2 1/2- L=10,-O" REGULATOR GWH_l 60 CFH N.T.S. 3/4- GAS LINE TO UTILITY PROVIDERS FGC TABLE 402.4(l) TOTAL GAS DEMAND: ................ 740 CFH TOTAL DEVELOPED LENGTH: ..... 120'-0" SH-1 3" 3 X 2' JACUZZI LAV-1 LAV-1 K63M SATW J-�4" SAN LINE TO UTILITY SERVICE CONNECTION SANITARY RISER DIAGRAM C�F zr zz > RECIRCULATING PUMP SCHEDULE DESIG FACTnMUMER MODEL # DESCRIPTION COMMENTS RP-1 TACO OR EQUAL 006 120V, 0.84AMP W/ AQUA STAT CONTROL GAS WATER HEATER SCHEDULE DESIGANTION C CAPAC COMMENTS GWH-1 60 55 GALLON LOCHINVAR #GTN05560, UEF=0.62 N.T.S. SOFT WATER SUPPLy RECIRCULATION PUMP lwp STRAINER TO WATER E&ATRR CHECK VALVE IN STBAP-ON HOT WATER TO FDnTEgS HORIZONTAL P AQUASTAT AS SHOWN ON PLAN SET 5' LOWER THAN HEATER PROVIDE FULL FORT 1 1/2 3/4'-/ SHUT-OFFF PROVIDE PIPE PROVIDE A 210" F A APPROVED UNIONS. DM CTRIC TEMPERATURE AND IF REQUIRED FOR 160 PSI PRESSURE DE39SIABLAR REIM VALVE WITH TEST LEM DHABI VALVE BY wx0matwwa HRATKR MANUFACT OE) RATING 10% OVER BURM THERNO HEATER INPUT. PRESSURE REGULATOR FUM41SHED WITH W. PROVIDE A HARD GAS SHUT-OFF COCK COPPER RELIEF WITH LEM HAND VALVE DISCHARGE GROUND JOINT UNNIO LINE FULL SUE OF VALVE OUTLET TO 6" LONG DIRT LEG___� END OVER FLOOR REFER TO PLUMBING DRAIN. AIM DOWN WITH 6* AIR GAP. FIXTURE SCHEDULE -- ------- AND SPECIFICATIONS. PIPING ARRANGEMENT SHOWN is scmunc. ADJUST To surr FEW CONDITIONS. REFER TO FLOOR PLANS FOR PEPE SUBS. SET HEATER THERMOSTAT AT IW F. PROVIDE SEISMIC STRAP OR BRACING ir/As REQUIRED By LOCAL AUTHORITIES. GAS WATER HEATER -PIPING DETAIL N.T.S. GENERAL PLUMBING NOTES LO I. ALL WORK SHAII CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND FBC-P-2020 WHICH GOVERNS THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHAM REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BED. THE ARCHrrECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC. NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC !DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHAIJ GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WELL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHAUL, WITHOUT EXrR& CHARGE, MA FIELD MODIFICATIONS IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORY_ 3- EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPEN- SE TO THE OWNER - IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITTING THE ARCHITECT/ENGLNEER IN AMPLE TIME TO PERMIT R"IONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS OF WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARENCE. REMOVAL AND REPLACEAMENT IS TO BE DONE DIATELY WHEN DIRECTED By THE OWNER IN WRITING, AT THE SOLE EXPENSE OF THE CONTRACTOR. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUES71ONS AS TO SUrrABILITY OF THE WORK OF 07HER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRAC-TOR SHALL REMOVE AND REPLACE, AT IRS EXPENSE, ALL PLUMBING WORK WHICH MAY HAVE To BE REMOVED BECAUSE OF INTERFERENCES WITH OTHER TRADES. 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHEATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALl ALSO PAY AM INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMELESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. 7� PROVIDE MEANS "FURNISHED AND INSTALL". B. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 9. SHOP DRAWINGS: THIS CONTRACTOR SHALT FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 10- AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF PDF FILES SHOWING THE EXACT PLUMBING INSTALLATION. AS -BUILT DRAWING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK. IF THE CONTRACTOR PERFORMING WORK CHOOSES ENIGINEERING OF RECORD'S OFFICE TO PRODUCE CHANGES BEYOND PERMIT ISSUANCE IN THE FORM OF AS -BUILT CONDITIONS, IT WILL BE NECESSARY TO DIRECTLY CONTRACT FOR SERVICES. CALL OR EMAIL TO REQUEST QUOTE. 11. PLUMBING CONTRACTOR SHATI PRESSURE TEST ALL PIPING AS REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN OCCURING IN FIRST YEAR SHATZ BE REPAIRED AT NO EXPENSE TO THE OWNER. 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED BY ARCHITECT. 14. PROVIDE SHUT-OFF VALVE FOR EACH FUTURE. 15. WHEREVER DISSIMILAR METALS ARE TO JOINED, A DI -ELECTRIC FITTING SHAIN BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 16. PLUMBING CONTRACTOR SHALT PROVIDE AIR CONDITIONING CONDENSATE DRAIN AND TRAP, SEE AIR CONDITIONING OR PLUMBING PLANS FOR LOCATION OF UNITS AND DRAINS. 17. MAJERMI& A. COLD WATER PIPING DOWNSTREAM OF WATER METER SEATS BE TYPE "L" COPPER BELOW GROUND AND TYPE "M" COPPER ABOVE GROUND. B. COLI) WATER PIPES INSIDE OF SLAB SHALT BE TYPE "K" OR "L" SOFT COPPER INSTALL INSIDE POLYETHELYNE CONDUIT. NO JOINTS PERMITTED INSIDE OF SLAB. C. SANITARY WASTE AND VENT 4" AND SMALLER STLAIJ BE CAST IRON HUBLESS SOIL PEPE OR PVC SOIL PIPE OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE. D. STORM LINES INSIDE BUILDING SHATI BE CAST IRON HUBLESS SOIL PIPE OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE. STORM LINES OUTSIDE BUILDING IN PARKING AREA SHAIJ BE CORRUGATED ALUMINUM PIPE. E. CONDENSATE DRAIN PIPE SHATI BE SCHEDULE 40, PVC PIPE AND FITTING. F. WATER HEATER RELMF UNE SHALL BE TYPE "L" COPPER. G� ANY PIPING INTENDED TO WASTE WATER OVER 12(rF SHALL BE METAL PIPING SHAIJ BE BROKEN BY 1" AIR GAP OR 8'-0" OF PIPE RUN. PLUMBING LEGEND LAV LAVATORY FU FIXTURE UNITS WC WATER CLOSET RVD RELIEF VALVE DISCHARGE SK SINK C.D. CONDENSATE DRAIN W.B. WATER HEATER SOIL OR WASTE LINE VTR VENT-THRU-ROOF ------------ VENT LINE HW HOT WATER GREASE LINE cW COLD WATER COLD WATER LINE co FLUSH CLEANOUT HOT WATER IM H.B. HOSE BIB W/BACK- GAS LINE FLOW PREVENTER EXISTING GREASE LINE D.F. DRINKING FOUNTAIN W.M. WATER MAIN — — — EXISTING COLD W f COF F.D. FLOOR DRAIN - — — — — - EXISTING SANITARfYLV F,S* FLOOR SINK —0 —� — CONDENSATE DRAIN SOV SHUT OFF VALVE _RVD— RELIEF VALVE DISCHARGE LINE AAV AIR ADMITTANCE VALVES S.SK SERVICE SINK GATE VALVE F.C.O. FLOOR CLEANOUT C+_ HOSE BIB W/BACK FLOW PREVENTER UR URINAL ___ BACK FLOW PREVENTEli FIXTURE VALVE & WATER HAMMER D.F.0 DRAINAGE FTlffURTg UNIT ARRESTER, WATT SERIES 06 NOTES: 2" MIN. SIZE UNDER SLAB DRAIN. 2" OR LESS DRAIN 0 1/4' DROP. 3- 0 I/B- 4- 0 1/8- ALL WATER PIPING OVEB HEAD* NO JOINTS UNDERGROUND FOR COPPER. PLUMBING FD[TURES SH41L COMPLY WITH FBC 604. CONTRACTOR TO PROVIDE A TEMPERING VALVE FOR 'rUBS/SH. WATER HAMMER ARRESTORS AS PER FBC P-604.9. REMICINS BY DATE 'ei P4 P4 z con Ir I - z 0 L_7`07 Job No-. —E-0-60 Plumbing ................... �4 ...... C' ��. ��ZHWO�LIOCMK.... monznw �. =�. V.w. P.M. =Cavns. 0 4900a ALL IDEAS, DESIGNS ARRANGEMENTS, A PLAINS INDICATED OR REPRESENTED BY THIS DRAWNG ME CVMED BY, & THE PROPERTY OF THIS OFFICE, & WERE CREATED, EVOLVED, A DEVELOPED FOR USE ON & IN COMECTION MH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO MY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE MATSOEVER AFTHOUT THE MITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, PA. MITTEN DIMENSIONS ON THESE DRAWNGS SMALL MVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SPELL VERIFY A BE RESPONSIBLE FOR ALL DIMENSIONS A CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATiONS FROM THE DIMENSIONS AND CONDITRONS SHOMI BY THESE SPAWNED. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFME FOR APPROVAL BEFORE PROCEEDING MIA FABRICATION ON ITEMS SO NOTED. 02on ALLRIGHITSIRESERVED RANDALL STOFFT ARCHITECTS PA 74'-0" 6'-6" 67'-6" —7 — — — — FM F72 I T b— R FL _�l w-4 ----- I ---- SLOPE I FIXE I -�O 5-2 6.2 9 E7 ------- ELI ELEV, OW X 72" TOP TRANSFER SLOPE 2" REBAR @ 12'O/C (TYP.) 3 S1F, -- ---- IL &PI 6" 9 *1 5 L S1.1 ELEV. 0'-0" _4� ELEV, -OW 6 RE �t5 S1.1 6' BOTTOM OF COLUMN 4/2" 070 ELEV. -V-F no EIRG @ -l'-2- BFF [n PROVIDE 14X14X4" DEEP Pi BLOCK -OUT FOR COLUMN INIFILL BLOCK -OUT W/ X 72" TOP TRANSFER If O/C (TYP.) RE GROUT AFTER COLUMN HIGH STRENGTH 5KSI REBAR 12' 1 L L TE1 6'-4" INSTALL. 21'-2Y4" 13'-3Y2" - �N ii - 2'-0" A0 J 4 % w 6 F- to ,,--STEP FOOTING [Mff2] A_- _j �mmmw 13 LL 1177w �.A 14 4'-0" 4'-0" ;o 4'1%. zA ELEVto, I _j \ -a �ii '_ -01 �Mj L L _j I 10'D.O.W. INTERSECTION, NOTCH P2 PAD AND USE 6 # 5 �,W.B ' &T AND PROVIDE V EA AROUND PERIMETER r? 2 16-13" '1 P2 J I I '-- EtEV. -0- II -IF 6'.0" X 12"X 20" . . . . . . 91-0. MONOLITHIC STAIR SLOPE 2' SUPPORTW/#5@ V-8' 2 _0' 2 -0" 3-4 12" O/C E.W.B. 4 In r "�z --- �7- 7----, T T7 okk 7' FM--F-21 ELEV. -0'-4' —*E EEV IT =0�:: (2) #4 X 36' CRACK24'4" 6 141 CONTROLRE BAR @ 2' 4// O/C @ MID -DEPTH OF 4,, 4f SLAB(TYP.) 77 4 17 L --- I ELEV. 0'-0' ------------ J -S-LOPE I? nT L _j 6" PARTITION FmF3i FM F72 r -I P03 rm—F2i zo FMF31 TOP OF PAD FTG. 44" f 8 BELOW FINISH GRADE (TYP.) MINIMUM SOIL BEARING CAPACITY = 2,5(0 PSF 4' THICK CONC. SLAB W/ (1) LAYER OF WIA X W 1.4 6/6 W.W.M. (TO BE LOCATED IN THE MIDDLE 15 OF THE SLAB & SHALL BE SUPPORTED BY APPROVED MATERIA -S OR SUPPORTS NOT TO EXCEED S-0- O/C EACH INA)) ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED FILL `1 - _+ r f r r ------ I ....... "-r 66 6' 13 FILE CopV NwAy I U01 C m mi MENNON1206-16 Irm'0021w Itel Is M cm v 'ri'm2am-Efol 0 1 - I'V 6 0 110011=�m I' m��m m��m m��m m��m Im z < < ILLI 0-)0— N c) 0� F_ 0 0 0 _j _j Z U_ c) _j T_ c) e_-, L_j < _j w Z LU Go < 0 C) 0 VA ILU w loci w (5 > z jc� U) Iwo \\ \\0%jv1H11f11jjj/ *GEDUS . G . E . IV,q*--*e CP N 0.55477 STAT April 15th, 2021 George A. Hegedus P. E., S.I. JOB#: 2020 G 1, U co E w CO 4J S Ln -eS E Ln 0 8100 41 +j 01 01 U 0 co 0 co �0 83 0' � th �-: 05 FOOTING SCHEDULE COAT COL. W/ MASTIC & COVER W w STEEL COLUMN 14 W/BUILDING PAPER , LL THICKNESS LEVELING ANCHOR BOLTS MESH T�1: (D REINFORCEMENT +4" BELOW DOOR NUTS BASE PLATE TO FTG. 245 C z m 0 X: 1,- REMARKS —WELDED WIRE MESH 1" NON -SHRINK SEE SCHEDULE 3"MIN. COVER SEE P: LU 0 or FMARK R I-_ z w IL w A B c Zx LU DOUBLE 30" BEYOND EDGE OF FOOTING GROUTBED — 1 (4) #5 DOWELS W/ STD. HOOKS CHE D 20" CONT. 16" (2) #5 SEE PLAN FOR TRANSFER REINF. LOCATIONS, SIZE I �_ I 112" EXP. ------- \ JOINT m #3 TIES @ 8' OIC VERT. r3 THICKENED EDGE MF1 1 AND SPACING (REBAR %" FROM TOP OF SLAB) 7 t24- �CONT. 1-" TRANSVERSE SEE PLAN FOR TRANSFER REINF. LOCATIONS, SIZE �� f to SLAB 12"x12"CONC. PIER MF2 1 1� (3) #5 AND SPACING ( REBAR %" FROM TOP OF SLAB) (ciI48"O.C. w < . " � � ..' . I DECK F3 1 20" CONT.. 24" (2) #5 (3) #5 SEE PLAN FOR TRANSFER REINF. LOCATIONS, SIZE AND SPACING (REBAR %"FROM TOP OF SLAB) SEE \\-MONO. LU LU U) FTG SEE PLAN PLAN FOR SIZE AND REINF. LU - 4. `.� " �" .4 " , K M F4 1 24" CONT. 32* (3) #5 144 TRANSVERSE SEE PLAN FOR TRANSFER REINF. LOCATIONS, SIZE SPACING I REBAR3/" FROM POFSLABI EQ Fo @32 D.C. 144TRANSVERSE SEE PLAN FOR TRANSFER REINF. LOCATIONS, SIZE MF5 1 32" CONT. 24* (4) #5 (2) #5 AND SPACING REBAR 3/4" FROM TOP OF SLAB) SPACE OTHERS EQUALLY. \_(3) #5'S 9ONT., #5 TRANS- RSE I @24-O.C. SEE PLAN FOR SIZE AND REINFORCEMENT VE !7 32"O/C CONT. MF6 1 _36" C07NT (2) #5 144TRANSVERSE SEE PLAN FOR TRANSFER REINF. LOCATIONS, SIZE 21 @24-O.C. AND SPACING REBAR 3/4" FROM TOP OF SLAB) FTG AT GARAGE DR ND AT E)(T. STL COL. INTERIOR FLOOR CHANGE MF7 2 24* CONT. 16- (3) #5 (3) #5 144TRANSVERSE �.j CONTINUOUS FTG @48-O.C. 2" DEEP RECESS 2"— #4 @1 MF8 1 16, CONT. 32" (2) #5 (3) #5 LARGER THEN BASE PL. E.W. EAC FACE I ALL AROUND,DEPTH AS �Z (1) #5 CONTINUOUS 144TRANSVERSE REQ'D. FILL WIGRO, T —STEEL COLUMN .4 , _ t 7 MF9 7 24' 1 CONT. 32" (3) #5 (3) #5 1 Z ' I ' , - AT NOSING @32-O.C. PAD REBAR EDGE ANCHOR BOLTS & WITH 12" RECESS BARS L WWM CIVIL WALL PER MONOLITHIC FOUNDATION, SEE PLAN FOR SIZE AND REINFORCING TYPICAL MONOLITHIC FOUNDATION DETAIL VERTICAL REBAR IN A FULLY GROUTED CELL, SEE -PLAN FOR SIZE AND LOCATIONS. 48 BAR DIAMETER LAP CONCRETE SLAB PER PLAN 1:4 4 /—VERTICAL REBAR IN A FULLY GROUTED CELL, SEE REMA114 i�p'��g PIAN FOR SIZE AND LOCATIONS. 48 BAR OTHERS WELDED WIRE DIAMETER LAP MESH PER PLAN. . . . . . . WALL PER PLAN .� & , - .1 Cmu TOP TRANSFER REBAR - 1 (4) #5 1 - _; �. �_, - — 5 36' FROM TOP OF SLAB, SEE Pi (4)15 CMU RECESS PLAN FOR SIZE AND 3 P2 5 48' 48" 12" (5)#5 (5) #5 ISOLATED FOOTING MONOLITHIC FOUNDATION, LOCATIONS. 1:6 CRANK SEE PLAN FOR SIZE AND BAR AT WALL RECESS 'T 7X @8" O/C LLI . .. : 7 - Z-O Uj o E.W.B. SEE REINFORCING PLANS 30" WIDE DOUBLE MESH P3 5 54" 54" 12" (6) #5 (6) #5 ISOLATED FOOTING XITICALWIT_ SI AR MAINTAIN PAD THICKNESS PER SCHEDULE. FINISHED GRADE 30"WIDE DBL MES P4 5 41r 48" 16" (0) #5 (5) #5 ISOLATED FOOTING r5_'� INTERIOR PAD AT STL COL (_6 ELEVATOR PIT 7 RECESS & STEP DN FOOTING W/ #5@a- E.W. B. �A W/ (1) #5 CONTINUOUS A 5 6D' _16' t6) #5 (6) #5 P5 60' ISOLATED FOOTING WALL REBAR PER PLAN T NS RSE ��EBA 5 72' 72' 16" (8) #5 (8) #5 ISOLATED FOOTING WELDED WIRE MESH I M I CONCRETE SLAB PER P6 I I I I — I I — 24"X24" MONO DOUBLE 30 BEYOND MA CH G PE PLA PLAN P7 6 84' w 16" (9) #5 (9) #5 ISOLATED FOOTING FOOTING WITH EDGE OF FOOTING I I I ci /- TEM WALL m (4) #5 CONTIN. LU 0 w------- cn W F- MES TYPICAL MONOLITHIC FOUNDATION DETAIL z rl 3 ..... . an- U_ w '4" 911 SEE ILL TE1 CONT. 8" THICKEND EDGE 3" MIN. C ER SEE #4 CONT. @ EACH TOE TE2 12' CONT. 12- (2) #5 THICKEND EDGE —M I— F- �4. 6 REINFORCEME NUMBER OF STEPS 4" CONIC. S —I I I—IT"E71 m I I PERSCHEDULE VARY, SEE PLAN LAB TE3 3 17 CONT. 1W (3) #5 THICKEND EDGE FOOTING REBAR SECTION SEE PLAN (TYP.) CONT. MONOFOOTING - PATIO'S r9 STEP FOOTING DETAIL SLAB EDGE WF1 5 16" CONT. 16" (2) #5 CONT. FTG THICKENED EDGE t7 WF2 5 24. CONT. 16" (3) #5 144 TRANSVERSE CONT. FTG #41CONT. @ EACH TOE 4" CONIC. SLAB z Fill EE E I I -I I ��l 11-11 1=1 I 1=1 11-1 @48-O.C. 4 1=1 I 1=1 I I-0, I Eu W1.4xW1.4 6x6 W.W.M. NUMBER OF STEPS a. WF3 42" 144TRANSVERSE CONT. FTG ti I ti I r- m @24-O.C. VARY,SEE PLAN --4" CONC. SLAB iel co 611 N,110=11""_ WELL COMPACTED CLEAN TOP TRANSFER REINF .. maim 0 FOOTING TYPES TOP TRANSFER REINF. FILL B @ 12' Otc, SEE PLAN @ 12' OfC, SEE PLAN FORS FOR SIZE (T)P.) PEE PLA_ E VE TYR) �L_ . I I -I I Ix (TYP.) n 7 U X8" RECESS C w C A 1 Y2' X r RECESS-\ 0 ly� in (3/4" SLOK @ F (Y4' SLOPE @ GARAGE GAKAGE OPENINGS) OPENINGS) W1.4xW1.4 6x6 W.W.M. A CONCRETE STAIRS ON GRADE TYPEA TYPE-3 TYPE-4 B \,S1-V 0 F.G. LU IV X 8' RECESS w OPENINGS) PAVERS ON SAND U�cif -OMPACTED CLEAN (Y4- SLOPE @ GARAGE WELL G A C B FILL 0: CONTINUOUS FOOTING. SEE C TRANSVERSE FOUNDATION PLAN AND 11-011 REINFORCING, SEE FOOTING SCHEDULE FOR SCHEDULE FOR SIZE & 2 #5 CONT. SIZE & REINFORCEMENT SPACING QUANTITIES T) PE-5 A TYPE-6 TYPE-7 A 48 DIA BENT BARS, TYP. AT )NCRETE STAIRS ON GRADE % w CORN ALL MONOLITHIC FOOTIN CORNERS, BOTTOM E(R BARS) w (L 4, (L 6 0 FOUNDATION NOTES AND DETAILS LF_� f7Z5= I m "A m��m m��m z Z < CL Uj CN 0 0 o _j Z LL TZ Ly Z < LLJ co n _j W 0 Uj LLJ Amwft Ljj Uj (D > z AMIN& ULI D No.55477 % STA O� April 15th, 2021 George A. Hegedus P. E., S.I. JOB#: 2020 evri w U Ui E w a LO LO tn co) E In CO3 000 8 (D fu Lo a: U 0 L9 CO 121 C. (N 41 0, 1, mN tn c'j STYPICAL @ 48' O/C RST FLOOR FILLED CELLS U.N.O. T.O.M.BM.+11'-4"AF T.O. INTERMEDIATE BM. +12-0" F AFF CMU WALL ABOVE 1250 A T.O. INTERMEDIATE BM.+12'-O" AFF CMU WALL ABOVE T.O.M,BM. +11Y-F AFF T.O.M.BM. +1 1'4"AFF 1020 "B1 0 � RIM, nom lee U&I Md" 1488 ;i+G / I I , % TEMP. 101 L�d I I (s � 1� �1 I 1� I 1� 0 11 1 1 1 DtI 7 11 S6 1 11 11 11 11 15'-7Y4"11 III, 1 11 110 11 11 11 1 T-8" Dti STI 11 11 if I 111 11 1 11'�v I I 1IT-21, u 2' -01, k4i` rcoNT.sLAB._.., —Y 6 ji 1 0 L-24 �U 11 111 11 3'2" 'T Dtl 9 C? Dtl 9 wi cm 11 1 I D I 11 11 it 11 11 11 11 S8 A 11 11 11 11 c� 11 11 T co I co cc) Gl��E HE IF C-4 4T HE4 IF -1 NE E JO T T 0 Dtl 9 20 — 1850 8ACIfj ii COLUMN OPEN S8 11 1 @ iE IN E+ F 1� I ffAQ6' C. TOP RE [FORCINGPI 24' HOON INTO �j � I 11 SIDE OF kNCRETEI11EAM (SEE T.GONIRETE 11 11 11 tn 1AL101 DETAMIL 1 I .... ...... LIJ VVL-lip IL #4 @ IT O.C. BOTTOM mill 20'-2y4 110, -0 1113'-3Y2'11 "0 8 + ;11 31 /"Dtl �5 ALL F �E R N 1. 1 �I 1 11 �-4 III I I S6 Fi::1 S6 *� P�' ITHROLG r I ED jj� _j H C C 1 0 RON ET i�o -11. II_ u� I&E I�m Im L L L 0 12 71 til 1116' 6 8" 0 (D #4 x 36" TOP HOOKED BAR @ 12'O.C. k S0 OPENS 11 1IE1 id AA; 1" P 0 1. -77 imni V/ FB7111 W0 77 E 11 IM J+N STEEL COWMN tt 0 A u Ri ME OP BAR T 4 9 FB105] 0 WL2 PT WL2 PT NAILER NAILER PLYWOOD 0 LEDGER PER LEDGER PER SHEATHING PLAN PLAN WL2 PT NAILER 'I ELEV. +12'-0" 0 L-L J 111.111 1 1 i I! I 1 1 1 1 1 1 1 1 1 1 1 1p� 2 v q�_ I I 3#7 3 INV . 111 0 v 3 #6 PLAN ==—=*r 0 6 TTT7-7TTT77-r-fl 2 #7 2 #7 -J� *V 1, #6 x 04 S�q PRE-ENG. ROOF 3 #7 3 #7 3 #6 I PRE-ENG TRUSSES @ 241, O/C TRUSSES ELEV. +9'-6" < #4 TIES @ 8" O'c' of 1 1-091 0. V-0 (TWO SETS OF TIES) 10 4 40 780 LU (UF48-113W) U 3 q) S6 RAKED BEAM T.O. INTERMEDIATE BM.+12'-O* ( III AFF CMU WALL ABOVE T.O.SILL +8'-Oi T.O.INTERMEDIATE BEAM +12'-X AFF AFFITOP OF BEARING OT-TAFF T.O. INTERMEDIATE BM. +120 AFFCMUWALLABOVE T.O.M.BM.+IZ-0-AFF TABALCONY BM. SLOPED +I 1,-8,�i 1,-r AFF WIND PRESSURES ON OPENINGS A -ZONE = 4.0' 170 mph "D" +53 PSIF -57 PSF +53 PSF -71 PSF +46 PSF -50 PSIF +46 PSIF -57 PSF WL71 (2) 2X8 PT WOOD LEDGER ATTACH W/ 3/4" 0 X 5" POWERS WEDGE BOLTS @ 16" O/C 4" FROM ENDS. PVIL-_� = 2X4 PT NAILER ATTACH W/ P X 3 31, TAPCONS @ 12" O/C 4 4 INCHES FROM ENDS a #4 X 48" TOP REBAR @ 12' O/C b #4 @12" O/C BOTTOM 9 4� C5 NOTE: G/C TO VERIFY ALL PCIL ELEVATIONS W1 ARCH PLANS, PCL LOCATIONS ARE APPROXIMATE AND MUST BE VERIFIED BY R.O. LOCATIONS FILE Copy LOW ROOF AND FL.00R FRAMING PLAN 1 -0 9, . z 2 uj mo— LN 0 u— L) 0' cl 0 -j 0 zz� Z < U- 3mm < _j Z UJ C) 0 U) 0 uj �E cl� w Lu ca LU (2) > C) jj75 uj *GEDUs ... ........... (P! r, No.55477 % STA E April 15th 210)2 George A. Hegejus P.1E., S.I. JOB#: 2020 u in LO +j LO in a- tp -r 0 E co Ln uo 00 �E cy :0 a: -600, c' V, Lo U 0 04 00 0, ul C'4 PRE-ENG HANDRAIL BY OTHERS , SEE SEALED SHOP DWG'S j/2" 3'-7Y4" @24" O/C FROM 0 RAKE BM 3'-3" 17-2%;! 1 T-4- 4'-10Y2" 2- 2'-4" T-5%" 3'-73/4" RAKE T 570 38 A 7()1 T-10" 4'- 1 OX2" T-1 j'-75/�'.2'-1yA" 1,-IQ RAKE 11 Id ........... ............ A QMEIIIMB ED so NOR FINE TYPICAL Cal LOOR LLEFY ON E) '81. C VALL 11 r Y-O'TALL G5_ MAS_nAMLC0L_ SEE ARM RN 4 PLANS F09? FINISIT: ITTORT! FAIII111111' 11111111IMEDIFENN mar 13 n L=AMEM100=1221 . PROVIDE CEILING 1 Nwh RECESS ABOVE =2[FM ELEVATOR AS NEEDED, SEE ARCH. PLAN & ELEVATOR SHOP I DRAWINGS 0. 1148 '%P75 H 10 A+G 1 978 A jr-IlummIn El _11m 3 Eq L Ism t LIMA 1[,]-- 1 30 17311111111111#11111=1110111 101171miatmall mmi r4 "'7111 P LAU 6'-4- 6'-6" 6'-0" '0 627E 1000 ( A 3'-2 T-10" 180 (1 1A A ���73'-3%" 3'-3y27 11-111, 6'-2- 2'-3%" 2'-IYA" 5jlA4' 2' 7Y-" 2'-11 2'-0" 2'-OY4" 2'-2Y2' 2'-��2" T-2" 2'-6Y2' T-03/4" 1'-4" r V-ZlVe T-3%" T-35/8" 4'-OY2" 2-7" 4'-2" + 2 8'-4!' 11'-2' 24'-8" 22'-4" 66'-6" WIND PRESSURES ON OPENINGS A -ZONE = 4.0' 170 mph T" +53 PSIF -57 PSIF +53 PSIF -71 PSIF +46 PSIF -50 PSIF +46 PSIF -57 PSIF 4X8 PT WOOD LEDGER ATTACH W/ 3/4" 0 X 5" POWERS WEDGE BOLTS @ 16"O/C 4" FROM ENDS. 2X4 PT NAILER ATTACH W/ 41' X 3 43. TAPCONS @ 12" O/C 4 INCHES FROM ENDS — (0 @24" O/C FROM PCL TO RAKE BM FILE COPY m Mr*1 IVA I 10 Lem =I m 13EM "A mm E��mm z 1:2P < 1111111kiIin 14: '2E CL< 0 ILLI m CN 0 olf 0 ,AM& Z U_ < c) < w Z < Uj co U) 0 LU W > co (kom ILLI 14% 1000 No. 7 STATIE 1. lo\00 April 15th, 2021 George A. Hegedus P. E., S.I. JOB#: 2020 U W 0 La �g LO th '10 -ru 00 E 0 co L cyo :01 00 co 0/1 co 4 sz "xa"" 'Al '08 0' /", th c—q �-: v-) 4` — -------- V REVI BY ]DIII STRUCTURAL NOTES STRAP SCHEDULE (SIMPSON STRONG -TIE) 2.8d NAILS EACH MEMBER 4, ou'I PERMITPLANS GAN 04-15-21 TRUSS CODES AND STANDARDS BLDG DEPT COMMENTS GAH Ol 1"X4"CONT. LATERAL WOOD BRACING Wind loads as per Florida Building Code, 2020 Edition and TRUSS UPLIFT OR NAILED TO BOTTOM CHORD MAXIMUM MAX UPLIFT IN ll SPACING AND AS REQUIRED ANSIIASCE 7-16 TRUSSGROUIP #### 2nd CONNECTOR ID BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND Wind Speed=170 MPH (3 Second Gust) MARK (IF NEEDED) TRUSS LAYOUT FOR LOCATION) Structure Type= 11 NUMBER OF CONNECTORS A 4+-::ff Exposure = D (IF MORE THAN ONE) CONNECTOR Kd= 0.85 ID MARK PRE - ENGINEERED WOOD TRUSSES Internal Pressure Coefficient= +/- 0.18 ALLOWABLE LOAD (LBS) NAILING UVtKLAV IOItlt`LIUt� Components & C1 l adding Design Wind Pressures (Working Stress): FLORIDA PRODUCT LATEITRUSS REMARKS Walls: Zone 4 = +48 PSF, -53 PSF MARK CONNECTOR APPROVAL NUMBER UPLIFT (Pup)/ LATERAL LOAD LATERALLOAD TRUSSIRAFTER/ SEAT P Zone 5 = +48 PSF, -61 PSF GRAVITY (FURF) PERPEND. (FI) PARALLEL (F2) HEADER PLAN VIEW TYPICAL CONTINUOUS LATERAL 415 1100 (9) 10d x 11-1/2"NAILS (5) 10d x 1-1/2"NAILS BRACING DETAIL Roof: Zonal = +45 PSF, -79 PSF A HETAL20 FL1901.21 1810 NO SCALE Zone 2e = +45 PSF, -79 PSF (6) V i 2%- TITEN CONC. Zone 2n = NIA PSF, -90 PSF PROVIDE MIN. 1Y2- CONIC. EDGE FOR SCREWS HU28X Fl 57512400/2400 (4) 10d x 1-112" NAILS z� Z� B SCREWS Zone 2r = N/A PSF, -79 PSF, (18) Y4' X V4- TITIEN CONC. DIAGONALS FROM BRACED Zone 3e = +45 PSF, -110 PSF, C FL5808.110 18101590015900 (10) 10d x 3-1/2"NAILS PROVIDE MIN. CONIC. EDGE FOR SCREWS BOTTOM CHORD NAILED TO BAY AT 20'l INTERVALS HUC210-2 SCREWS DIAGONALS Vill 2 - 8d NAILS REPEAT AT BOTH ENDS Zone 3r = N/A PSF, -90 PSF, (6)16d x 3-1/2"NAILS D HUS26 FL3750.79 1550/2565/3205 (14)16d x 3-11IIT NAILS openings a ow - 1 1 3-1/2"NAILS E HUS28 FL3750.81 2000/3585/3775 (22) 16d x 3-1re NAILS (8) 16d x The project was designed in accordance with the building code requirements for reinforced concrete (ACI 318-14 Edition). (American Institute of Steel Construction) emm HHUS210-2 FL3750.77 3430/5190/5900 (30)16d x3-11T NAILS (10) 16d x 3-1/2' NAILS AISC ASD 2017 Edition. Building Code Requirements and Specifications for Masonry F Oil (5) Ill x 1-11T NAILS - structures, TMS 402-16. Building Code Requirements and National Design G HETA16 FL1901.15 1005 Specifications for Wood Construction (ANSI/NFoPA NDS-2018). Z�H HETA16 FL1901.15 1408 (7) 10d x I-MTNAILS SECTION AND DETAILS I HETA16 FL1901.15 1810 (9) 10d x 1-1/2"NAILS All details, sections and notes shown on the drawings are intended to be typical and shall apply to similar situations elsewhere unless otherwise noted. (6) 10d x 1-112"NAILS E.E. J HTS16 FL538.8 862 CONCRETE cr- a- < (8) 10d x 1-112"NAILS E.E. BOTTOM CHORDOF CONT. ll`X4` HORIZONTAL BRACING I K HTS16 FL538.8 1150 TRUSSES (TYPICAL) LOCATED 1 l GIC MAX. W (10) 10d x 1-112"NAILS E.E. IF ATTACHING TO EXISTING CONG. USE (3) Y4'X1Y4"TAPCONS @ 3"0/C AND 3* FROM Concrete shall be ready mix and have a minimum compressive strength of 5,000 PSI 0 cj� L HTS20 Fl 1450 CONIC. EDGES, USE (8) 10D X V2" NAILS FOR 1365 LB UPLIFT. for footings and slabs on grade and 5,000 PSI for beams, columns at 28 days. All 1UJ < U concrete work shall comply with the requirements of the ACI Building Code (ACI 990 585 525 (8)'Bd x 11-11T NAILS (8) 8d x 1-1/2"NAILS 318-14 Edition), the ACI Detailing Manual (ACI 315/Latest Edition), and the M H10 FL474.109 TYPICAL ROOF TRUSS BRACING DETAIL 1/S4 lu Ell NO SCALE specifications for structural concrete for buildings (ACI 301/1-atest Edition). Concrete FL503.5 600 110 110 (5) 8d x 11-1r2"NAILS (5) 8d x 1-1/2" NAILS cover for reinforcing steel shall be as required by the latest ACI specifications. Welded < Z LL N H2.5A 1 11% EMBED 6" INTO SIDE OF TIE BM. OR BOND BEAM, ATTACH STRAP wire fabric shall comply with ASTM A-1 85, unless otherwise specified. Place fabric 2" 10 ki A-ZO (TYP.) clear from top of the slab in slab on grade Lap all WWF a minimum of 6 inches unless PATM25 Fl - 1200 (8) 10d x II-11T NAILS - TO SIDE OF TOP CHORD OF TRUSS ZONE2e— ZONE 1- t N 0) < 0 A otherwise noted. All reinforcing steel shall be manufactured from high strength billet 1105 (4) Y4- X 2Y4' TITEN CONC. SCREWS TO TOP OF BEAM, 2" EDGE DISTANCE (TYP.) (TIll 270-450 HGAIVIll FLI 1470 850 1005 (4) SIDS Y4- X IY27 WOOD (4) SDS Y4' X 3- WOOD steel conforming to ASTM Designation A-615 Grade 60. Lap all bars minimum 48 L) P FL10446 695 1165 940 HGAII OKT SCREWS SCREWS SLOPE diameters unless otherwise noted on drawings. All hooks shown in reinforcement shall < IF ATTACHING TO EXISTING CONC. USE (3)Y4*X1%" TAPCONS @ 3- O/C AND Lu m Z W - be ACI recommended hooks unless otherwise noted. a MST148 FL1901.73 1058 (5)16d x 3-11T NAILS E. E. 3" FROM CONIC. EDGES. ZONE 3e— < Z - - - - - - - - - - - - - - - - - 1 0 0 (TYP.) I TIMBER R H3 FL474.116 455 125 160 (8) 8d It 2-IrZ'NAILS I N I - (2) 31l x 12" EMBEDMENT THREADED ROD (A307). EPDXY IN PLACE ZONE 2n I Structural timber to be Southern Pine #2 (minimum) stress grade lumber or approved < FL474.134 9250 - (I6)10dx3-1Q'NAILS - WITH SIMPSON "SET" EPDXY TO CENTER OF CONIC. BM. I s HGT-2 (TYP.) equal. The minimum allowance properties are as follows: P W T LUS26 FL10655 1165 (4) 10dx3* NAILS (4) 11 x 3" NAILS uel - - - - - - - - - - - - - - - - - - - - - - - FID = 1,150 PSI Fv = 90 PSI E = 1,600,000 PSI W > (112)SIDI WOOD (2)' X 5" TITEN CONC. Z N r I U MBHU FL10866-R3 1720/4190 SCREWS SCREWS I I and pressure treated for use against concrete and masonry. W Q 3150LB UPLIPTAND 7555LB GRAVITYWHEN MOUNTEDWITH CONCEALED FLANGEAT V HGUM210 FL11473 357519715 (8) 3V x 5"TITEN HD (8) SDS Y4"X 221"WOOD ZONE 3r as Z FL13904 SCREWS CORNER OF A WALL W/ (8) 'X5' TITEN HD AND (24) J-X2�1'SDS SCREWS. - - - - - - - - - - - - - - - - - - - - - - - All timber and timber construction shall comply with specifications and codes 1 (4) 3/4" DIA. x 5"EMBEDMEN r "POWERS" WEDGE BOLTS ZONE 2r specified below: 0 (8)16dx3NAILS - :0 W Usc FL03-0219.02 11150 I I I (TYP.) ZONE2e— (4) 1 - X 13' TITEN CONIC. 1 " MIN I MUM CONCRETE EDGE DISTANCE FOR TITEN SCREWS ZONE 2n — — I I American Institute of Timber Construction, Timber Construction Manual; National DO NAILS 4 4 2 1 (TYP.) I Forest Products Association, National Design Specification for Wood Construction; X HTSM16 FL1 1473 1175 (8) 10d x 1-1/2" SCREWS (TYP.) IF ATTACHING TO EXISTING CONIC. USE (6))/4" X 2�'TITEN2 SCREW, 3"Ol MIN., Y - - - - - - - - - - - - - - - - - - - - - - - I American Plywood Association, Plywood Design Specification; American Wood H16 FL10446 1470 (10) 10d x 3-1/2* NAILS (2) 10d x 1-1/2" NAILS FROM CONC. EDGES SYMETRIC LAYOUT, 3 SCREWS PER STRAP LEG. Y ZONE3e E Preservers Association Standards; National Lumber Manufacturers Association, LLJ (18) Sol T WOOD (TYP.) National Design Specification for Stress Grade Lumber and Its Fastenings. (2) 1rr x 5"TITEN HID EACH SCREWS EACH CONNECTOR (TYP. Z FTGR FL1 1473 5000/9400 (112CONN) All timber connections are to be made Using prefabricated connectors. Toe nailing will ROOF WIND ZONE DIAGRAM - GABLE ROOF not be permitted. Submit manufacturer's date for approval. Fasteners to be as M U ZONE 1: -79 PSF ZONE 2r: N/A PSF manufactured by USP or Simpson. C� NOTE: -FIR-LARCH/SO. PINE TIMBER, ZONE 2e: -79 PSF ZONE 3e: -110 PSF A� 0 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG WOOD TRUSSES Mt -HALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF I HE STRAP, DO NOT SKIf? HOLES. ZONE 2n: N/A PSF ZONE 3r: NIA PSF N T -A--L-9E-- -TALLED IN LOWER -MOST HOLES OF STRAP 2) NAILS 8�14 L INS E LTS OR EPDXIED THREADED RODS SHOWN ON SCHEDULE. A -ZONE 4.0 FEET Wood roof trusses are to be designed for the wood fabricator by a professional 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BO specialty engineer registered in the State of Florida. Truss fabricator to provide 0 THE INSTALLATION OF THESE CONNECTORS. 0 4� 4) SEE SIMPSON OR USP 2006 CATALOG FOR ALL REQUIREMENTS FOR pre -fabricated hangers as required. T�R, SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH 5) # INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRAC !IlIC, --- wit CID ot TYPICAL ROOF Design, fabrication, and installation of wood trusses and sheet metal nne ors shall *GEDUS be in accordance with the following standards. . ........... NO SCALE GEN REV-051518 Design specifications for metal plate connected wood trusses (rool 07); Design N0.554i7 specifications for metal plate connected parallel chord roof trusses (floor)(PCT 80); 0 Bracing wood trusses: Commentary and Recommendations (BWT 76); Handling and < 4k% GABLE END TRUSS (IF APPLICABLE) SEE 2 ROOF �LAN erecting wood trusses: Commentary and Recommendations (HIB-91). CL 11 3'alln 0 CD c at wall ftyp 1 top PROVIDE 1/8" SPACING STRUCTURALSTEEL R AT PANEL EDGES All structural steel shall be fabricated and erected in accordance with the AISC ASD 2017 Edition code. Structural steel shall conform to ASTM Specification A36150. All APA 40/20 19/32" steel tubing shall conform to ASTM Specification A-500 Grade B (FY=46KSI). All steel PRE ENG WOOD TRUSSES EXPOSURE1 PLYWOOD SHEATHING @ 24' OIC (SEE ROOF PLAN) to have a shop coat of rust inhibitive paint. All shop and field welding shall be performed by welders qualified, as described in "American Welding Society's Standard 7 Qualification Procedure" (ASW D1.1), to perform the type of work required. go;l MASONRY 9 remforc@G" r 00SWI31 (at I) June 3rd, 2021 3 George A. Hegedus P. E,, S.I. This project is designed as engineered unit masonry. Structural design shall be in accordance with TMS 402-16 building code requirements for masonry structures and JOB#: 2020 4 the commentary on building code requirements for masonry structures. Simpson Strong- Masonry units shall be ASTM C-90 Type 11 with minimum compressive strength of t�!C n �beam wn'Strong. Tie HETA LGLIM -Tie HETAL Il Slinipson Strong -Tie HUS 1500 psi on net area of individual units. All CMU shall be laid in a full bed of mortar in t� Simp on Strong running bond U.O.N. All reinforcing steel shall be manufactured from high strength *T PROVIDE 2 LOCKIJG @ billet steel conforming to ASTM Designation A-615 Grade 60. I ALL PIL SEAMS BETWEEN (3) TRUSSES 0 NALSEAM Gd@4-0/C (D LATERAL BRACING IF All mortar shall be Type S in accordance with ASTM Specification C-270 with a CO _V1 EACH SID SEAM REQUIRED (SEE TYP. minimum compressive strength of 1800 PSI at 28 days. No testing for mortar strength WALL SECTION) is required for this project. Go E NAILING SCHEDULE (UNBLOCKED DIAPHRAGM) 1116"SPACEAT EDGE NAILING Sal @ 4- D.C. RING SHANKII Grout shall be a high slump mix (8"-1 11") in accordance with ASTM Specification C-476 W 0 Lo PANELENDS (2) INTERMEDIATE NAILING 8d @ 6' O.C. RING SHAN 4J -0 WO having a minimum compressive strength of 3,000 PSI. No testing for grout strength is - IF ANGLE IS LARGER THM BOUNDRY NAILING Sol @ 4' O.C. RING SHAN 2', CONSULT SIMPSON WOOD FASCIA (SEE CORNER NAILING 8d @ 4' D.C. RING SHANK required for this project. tn -8 aw FOR REDUCED UDADS- =n t '0 TYP. WALL SECTION) CD E U OD w/ (2)16d TO EACH Provide 9 gauge horizontal joint reinforcement (ladder type only) at every second TRUSSEND Ul 0 C? 8 BOND BEAM OR course for all exterior walls. M 00 'D 7 TIE BEAM (SEE 1E TYP. WALL SECTION) All concrete masonry bearing and shear walls must be inspected by a qualified FU engineer just prior pouring of the foundation, I st and 2nd floor tiebeam. Constr iction 17 f 2 d LD shall be in accordance with the "Specification for the Design and Construction o Loa NOTSHOM F, Bearing Concrete Masonry" published by National Concrete Masonry Association. a -d 0, 6 OLD to 0 � CO 0 Simpson Strong -Tie HTS �k Simpson Strong -Tie H10 ll� Simpson Strong -Tie PATM ll� Simpson Strong -Tie HGT 1� Ai�rtipson Strong -Tie HGA ROOF SHEATHING ATTACHMENT DETAIL 311 C- 4J 0 to in V V V V V V TABLE R301.2(l) & CLIMA11C AND GEOGRAPHIC DESIGN CRITERIA Vo 100 SUBJECT TO DAMAGE FROM WIND DESIGN COPY GROUND SEISMIC WINTER ICE BARRIER I FLOOD AIR MEAN HAZARDS FREEZING ANNUAL DESIGN SNOW DESIGN UNDERLAYMENT I FROST LINE TERMITE TEMP REQUIRED INDEX TEMP WIND-BORNE LOAD SPEED TOPOGRAPHIC SPECIALWIND CATEGORY FWEATHERING JUN 0 4 2021 �,T < (MPH) EFFECTS REGION DEBRIS ZONE DEPTH St, Lucie Oounty po'." 1% Peirrill VERY NA I > 70 HEAVY NA 170 MPH NONE YES NIA NEGLIGIBLE INA NA NA X Ai S4 N0TE.'S ANU DETAMLS U ONE UC210-2 US26 HUS28 HHUS21 0_2 14 0 8 18 0 862 7�1 E L TDYPE E ROOF PSF 0 PSF Z�� PSF L STATE �,- , T'"L, N. I 0� 0 1�o .... NNSIM, Z MI Io .,I. OR,— I � I TRUSS STRAP SCHEDU MARK CONNECTOR FLORIDA PRODUCT APPROVAL NUMBER ALLOWABLE I UPLIFT (Pup)/ GRAVITY (FL/1 A HETAL20 FL1901.21 1810 B HU28X FL5808.60 57512400/2400 C HUC210-2 FL5808.110 1810/5900/5900 D HUS26 FL3750.79 1550/256513205 E HUS28 FL3750.81 2000/3585/3775 F HHUS210-2 FL3760.77 3430/5190/5900 G HETA16 FL1901.15 1005 H HETA16 FL1901.15 1408 1 HETA16 FL1901.15 1810 i HTS16 FL538.8 862 K HTS16 FL538.8 1150 L HTS20 FL538.9 1450 M H10 FL474.109 990 N HI FL503.5 600 0 PATM25 FL474.341 P HGAM10(KTA) HGA10KT FL1 1470 FL10446 850 695 Q MST148 FL1901.73 1058 R H3 FL474.116 455 S HGT-2 FL474.134 9250 T LUS26 FL10655 1165 U MBHU FI-10866I 1720/4190 FL1 1473 LE (SIMPSON S TRUSS UPLIFT OR MAX UPLIFT IN TRUSS GROUP NUMBER OF CONNECTORS (IF MORE THAN ONE) LATERAL LOAD PERPEND. (Fl) 415 85 110 1165 125 V HGUM210 FL13904 35759, 15 w LISC FL03-0219.02 11150 X HTSM16 FL1 1473 1175 Y H16 FL10446 1470 Z FTGR FLI 1473 �5000/9400 (112CONN) TRONG-TIE) 2nd CONNECTOR ID MARK (IF NEEDED) CONNECTOR ID MARK -I . ....... I StRUCTURAL NOTE,�S ABER CODES AND STANDARDS VWCONT. LATERAL Wool) BRACING Wind loads as per Florida Building Code), 2020 Edition and NAILED TO BOTTOM CHORD MAXIMUM 10�O"SPACING AND AS REQUIRED A NSI/ASCE 7-16 BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND Wind Speel MPH (3 Second Gust) TRUSS LAYOUT FOR LOCATION) Structure TypEl 11 Exposure = D Kd= 0.85 Internal Pressure Coefficiel +/- 0. 18 NAILING OVERLAP@SPUCES Components & Cladding Design Wind Pressures (Working Stress): LATERAL LOAD TRUSS/RAFTER/ SEAT PLATEITRUSS REMARKS Walls: Zone 4 = +48 Pl -53 PSIF �ARALLEL (F2) HEADER PLAN VIEW TYPICAL CONTINUOUS LATERAL Zone 5 = +48 PSF, -61 PSF 100 (9) 10d x 1-1/2"NAILS (5) 10d x 1-1/2" NAILS BRACING DETAIL Roof: Zonal = +45 IPSIF, -79 PSF ( "X234"TITEN CONIC. (4) 10d x 1-1/2" NAILS PROVIDE MIN. lY2"CONC. EDGE FOR SCREWS NO SCALE Zone 2e = +45 IPSIF, -79 PSF 4 6) Y SCREWS Zone 2n = N/A PSF, -90 PSF Zone 2r = N/A IPSF, -79 PSF, (18) Y4- X 23/4' TITEN CONIC. (10) 1 Od x 3-1/2" NAILS PROVIDE MIN. lY2"CONC. EDGE FOR SCREWS \DIAGONALS FROM BRACED SCREWS BOTTOM CHORD NAILED TO BAY AT 20W INTERVALS Zone 3e = +45 PSF, -110 IPSF, REPEAT AT BOTH ENDS Zone 3r = N/A PSF, -90 PSF, DIAGONALS W/ 2 - 8d NAILS (14)16dx3-1/2"NAILS (6) 16d x 3-1/2" NAILS - J22) 16d x 3-1/2" NAILS (8) 16d x 3-1/2" NAILS All openings below Ill to be protected from impact of wind -bourne debris The project was designed in accordance with the building code requirements for �JW) I 6d x 3-1/2" NAILS (10) 16d x 3-1/2" NAILS reinforced concrete (ACI 318-14 Edition). (American Institute of Steel Construction) AISC ASD 2017 Edition. Building Code Requirements and Specifications for Masonry �(5) 10d x IAPT NAILS - structures, TIVIS 402-16. Building Code Requirements and National Design Specifications for Wood Construction (ANSI/NFoPA NDS-2018). A(7) 10d x 11-10NAILS - SECTION AND DETAILS (9) 10d x 1-112"NAILS - All details, sections and notes shown on the drawings are intended to be typical and (6) 10d x 1-112"NAILS E.E. - shall apply to similar situations elsewhere unless otherwise noted. -1/2" NAILS E.E. - CONCRETE 18) 10d x 1 BOT M CHORD OF CONT. l"x4"HORIZONTAL BRACING (10) 1 Od x 1-1/2" NAILS E.E. - IF ATTACHING TO EXISTING CONC. USE (3) Y4"XlY4"TAPCONS @ TO/C AND TFROM TRUSSES (TYPICAL) LOCATED 10'-O"C/C MAX. Concrete shall be ready mix and have a minimum compressive strength of 5,000 PSI CONIC. EDGES, USE (8) 10D X 3Y2' NAILS FOR 1365 LB UPLIFT. for footings and slabs on grade and 5,000 PSI for beams, columns at 28 days. All 525 (8) 8d x 1-1/2'NAILS (8) 8d x 1-1/2" NAILS concrete work shall comply with the requirements of the ACI Building Code (ACI TYPICAL ROOF TRUSS BRACING DETAIL 1/S4 318-14 Edition), the ACI Detailing Manual (ACI 3115/11-atest Edition), and the NO SCALE specifications for structural concrete for buildings (ACI 3011/1-atest Edition). Concrete 10 (5) 8d x 1-112" NAILS (5) 8d x 1-1/2"NAILS I — cover for reinforcing steel shall be as required by the latest ACI specifications. Welded �200 (8) l0d x 1-1/2"NAILS - EMBED 6" INTO SIDE OF TIE BM. OR BOND BEAM, ATTACH STRAP wire fabric shall comply with ASTM A-1 85, unless otherwise specified. Place fabric 2" i TO SIDE OF TOP CHORD OF TRUSS ZONE2e— ZONE1_ A-ZON (TYP.) clear from top of the slab in slab on grade Lap all WWF a minimum of 6 inches unless 1105 (4) Sol Y4- X I%- WOOD (4) SDS Y4' X 3- WOOD (4) Y4' X 23/4' TITEN CONC. SCREWS TO TOP OF BEAM, 2' EDGE DISTANCE gyp.) (TYPI.) 270-450 A otherwise noted. All reinforcing steel shall be manufactured from high strength billet SCREWS SCREWS steel conforming to ASTM Designation A-615 Grade 60. Lap all bars minimum 48 : "lli SLOPE diameters unless otherwise noted on drawings. All hooks shown in reinforcement shall (5) 16d x 3-1/2" NAILS E. E. IF ATTACHING TO EXISTING CONC. USE (3) Y4"Xl%"TAPCONS @ 3"O/C AND ------- E T 3" FROM CONC. EDGES. ZONE 3e < Z be ACI recommended hooks unless otherwise noted. — — — — — — — — — — — — — — — — — — — 0 160 (8) 8d x 2-1/2" NAILS (TYPI.) N TIMBER (2) 3/4" DIA. x 12" EMBEDMENT THREADED ROD (A307). EPDXY IN PLACE - (16) Ill x 3-1/2"NAILS - WITH SIMPSON "SET" EPDXY TO CENTER OF CONC. BM. ZONE 2n Structural timber to be Southern Pine #2 (minimum) stress grade lumber or approved - (4) 10dx3"NAILS (4) 10dx3" NAILS (TYP.) equal. The minimum allowance properties are as follows: (l2)SDSY4'X2,Y27WOOD (24, — — — — — — — — — — — — — — — — — — — — — — — — I____ Fb = 1,150 PSI Fv = 90 PSI E = 1,600,00o PSI - 4'X 5" TITEN CONC. ZONE 3r — - I < I SCREWS SCREWS I and pressure treated for use against concrete and masonry. - (8) 3/81 5"TITEN HID (8) SIDS Y4- X * WOOD 3150LB UPLIFI AND 7555LB GRAVITY WHEN MOUNTED WITH CONCEALED FLANGE AT I SCREWS CORNER OF A WALL VV/ (8) PXT TITEN HID AND (24) T'X24"SDS SCREWS. ZONE 3r — - I I < (4) 3/4" DIA. x 5" EMBEDMENT "POWERS" WEDGE BOLTS — — — — — — — — — — — — — — — — — — — — I-___ All timber and timber construction shall comply with specifications and codes as - (8) 1 6d x 3" NAILS - NE I specified below: ZO 2r I (TYP.) ZONE 2e— 1 (4) "' X law TITEN CONC. I? MINIMUM CONCRETE EDGE DISTANCE FOR TITEN SCREWS ZONE 2n I I American Institute of Timber Construction, Timber Construction Manual; National (8) 1 Od x 1-1 /2" NAILS 4 4 SCREWS (TYIP.) Forest Products Association, National Design Specification for Wood Construction; (10) 1 Dd x 3-1/2* NAILS (2) ll 1-1/2"NAILS IF ATTACHING TO EXISTING CONIC. USE (6) Y4" X 2i"TITEN2 SCREW, 3" O/C MIN., 3" (TYP.) I — — — — — — — — — — — — — — — — — — — — — — — — — FROM CONIC. EDGES SYMETRIC LAYOUT, 3 SCREWS PER STRAP LEG. American Plywood Association, Plywood Design Specification; American Wood (2) 1/2" x 5' TITEN HD EACH (18) SDS Y4" X 3' WOOD ZONE3e E Preservers Association Standards; National Lumber Manufacturers Association, SCREWS EACH CONNECTOR (TYP. (TYP.) National Design Specification for Stress Grade Lumber and Its Fastenings. NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCH/SO. PINE TIMBER. 2) NAILS SHALL BE INSTALLED IN LOWER -MOST HOLES OF STRAP ANDSHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF THE STRAP, DO NOT SKIP HOLES. 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPDXIIED THREADED RODS SHOWN ON SCHEDULE. 4) SEE SIMPSON OR USP 2006 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 REV-051518 wlftl 2 I'. Simpson Strong -Tie Simps n Strong -Tie HETAL HUC (on beam) 0 0 12 t U 0 '15 0 Simpson Strorig-Tie HIUS IF ANGLE IS LARGER THAN 2'. CONSULT SIMPSON FOR REDUCED LOADS. HANGER NOTSHOWN Simpson Strong -Tie HTS t� Simpson Strong -Tie H 10 Simpson Stung -Tie PATM V V V V V TABLE R301.2(l) �9 Simpson Strong -Tie HETA Tnnifl, to too of wall (typ �� LGUM ROOF WIND ZONE DIAGRAM - GABLE ROOF All timber connections are to be made using prefabricated connectors. Toe nailing will Z 2r- N/A PS IF not be permitted. Submit manufacturer's date for approval. Fasteners to be as 79 PSF 0 E S Z 1 0 P, 7 IF NE 3e 9 F ZONE 1: -79 PSF ZONE 2r: N/A PSF manufactured by USP or Simpson. 0 1 F E 3r. /A PSF ZONE 2e: -79 PSF ZONE 3e: -110 PSF A\ WOOD TRUSSES 0 Z ZONE 2n: N/A PSF ZONE 3r: N/A PSF A 2:0 0 T -ZONE 4.0 FEET Wood roof trusses are to be desinned for the wood fabricator b a rofessional TYPICAL ROOF WIND ZQIV5"O� jiO SCALE GABLE END TRUSS (IF APPLICABLE), BE LAe kPPLICABLE),S ROOF PLAN PROVIDE 118"SPACING AT PANEL EDGES APA 40120 19/32" EXPOSURE1 PLYWOOD SHEATHING 3 PROVIDE 2X4 BIL I G@ ALL PLYWOOD S BETWEEN 1ST (3) TRUSSES NAIL SEAM W/ 10d @ 4- OIC EACH SIDE OF SEAM 1116"SPACEA PANELENDS -WOODFASCIA(SEE TYP. WALL SECTION) 603 1 W1 (2) 16d TO EACH TRUSS END V7 I� Simpson Strol HGT Simpson Stroll HGA ROOF SHEATHING ATTACHMENT DETAIL 3/S4 �—�NTS V `0 1 2 CLIMA71C AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM GROUND WINTER ICE BARRIER FLOOD AIR MEAN SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD SPEED TOPOGRAPHIC I SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED INDEX TEMP (M EFFECTS REGION DEBRIS ZONE DEPTH M NA 170 MPH NONE YES YES N/A NEGLIGIBLE NA VERY NA NA Al HEAVY AE&X NA I > 70 /1\ z y 1- specialty engineer registered in the State of Florida. Truss fabricator to provide pre -fabricated hangers as required. Design, fabrication, and installation of wood trusses and sheet metal connectors shall be in accordance with the following standards. Design specifications for metal plate connected wood trusses (rool 07); Design specifications for metal plate connected parallel chord roof trusses (floor)(PCT 80); Bracing wood trusses: Commentary and Recommendations (BWT 76); Handling and erecting wood trusses: Commentary and Recommendations (HIB-911). STRUICTUIRALSTEEL All structural steel shall be fabricated and erected in accordance with the AISC ASD 2017 Edition code. Structural steel shall Conform to ASTIM Specification A36/50. All PRE -El WOOD TRUSSES steel tubing shall conform to ASTIM Specification A-500 Grade B (FY=46KSI). All steel @ 24- OIC (SEE ROOF PLAN) to have a shop coat of rust inhibitive paint. All shop and field welding shall be performed by welders qualified, as described in "American Welding Society's Standard Qualification Procedure" (ASW D1.11), to perform the type of work required. MASONRY This project is designed as engineered unit masonry. Structural design shall be in accordance with TIVIS 402-16 building code requirements for masonry structures and the commentary on building code requirements for masonry structures. Masonry units shall be ASTM C-90 Type 11 with minimum compressive strength of 1500 psi on net area of individual units. All CMU shall be laid in a full bed of mortar in running bond U.O.N. All reinforcing steel shall be manufactured from high strength billet steel conforming to ASTM Designation A-615 Grade 60. LATERAL BRACING IF, All mortar shall be Type S in accordance with ASTM Specification C-270 with a REQUIRED (SEE TYP. WALL SECTION) minimum compressive strength of 1800 PSI at 28 days. No testing for mortar strength is required for this project. NAILING SCHEDULE (UNBLOCKED DIAPHRAGM) EDGE NAILING 8d @ 4- O.C. RING SHANK Grout shall be a high slump mix (W-1 1") in accordance with ASTM Specification C-476 INTERMEDIATE NAILING 8d @ 6- O.C. RING SHAN 3 BOUNDRY NAILING Bd @ 4- O.C. RING SHANK having a minimum compressive strength of 3,000 PSI. No testing for grout strength is @ CORNER NAILING 8d @ 4- O.C. RING SHANK required for this project. Provide 9 gauge horizontal joint reinforcement (ladder type only) at every second BOND BEAM OR course for all exterior walls. T Ti E BEAM (SEE T r YP. WALL SECTION) All concrete masonry bearing and shear walls must be inspected by a qualified engineer just prior pouring of the foundation, lst and 2nd floor tlebearn. Construction shall be in accordance with the "Specification for the Design and Construction of Load Bearing Concrete Masonry" published by National Concrete Masonry Association. RECEIVED JUN 18 2021 St. Lucie County Pernnifting NO FESAND DETAILS SCALE: N.T.S. 001 IN 03 U T (D Z W 0 L < C) � IJI 'D 0 ry of 0 0 Z LL (D < M _J 04 C) 0 X , Z < 0 < _J _J 0 Liu W > Ul W 0 0 Z 01 0 Fn LIU, E . NS*-. No. 55477 Juntl 1 th, 2021 Geor( ge A.flegedus P. E., S.I. JOB#: 2020, PERMIT PLANS E��m V *01 S-1 S-2 GENERAL BEAM SCHEDULE NOTES 48 BAR *0 t DIA. MIN.--t �00 I SCHEDULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF SEAM *0-1/2"DRYWALL K>O *0 *0 1>00 TYP ' ALUM WINDOW OR S.G.D. JAMS OR S WOOD SCREW ATTACHMENT SPACED PER PRODUCT APPROVAL �Y4"X 3Y4" PHILLIPS HEAD TAPCONS AT 12" y " 4 O/C 4" FROM CORNERS 0/1 0 P.T. 2x4 STRUCTURAL BUCK LU CAULK(TYP.) wi 0, Ij _J w a: 0 STUCCO STUCCO STRUCTURALBUCK TYP. WINDOW & SLIDING GLASS DOOR JAMB VS5 SCALE: N.T.S. 1/2" DRYWALL TYP. ALUM WINDOW OR S.G.D. JAMB ATTACH TO cONC. THRU BUCK W1 Y4" DIA. X 1 Y4" EMBED. PHILLIPS HEAD TAPCONS SPACED PER PRODUCT APPROVAL HILTI'CRS'099-122 COIL NAILS @ 8" O/C _j 4" FROM CORNERS a P.T. 1 x 3 BUCK (WINDOWS) P,T. 1 x 4 BUCK (DOORS) 10 CAULK (TYP.) CL 0 STUCCO ------------- ------ VA NONSTRUCTURALBUCK TYP. WINDOW & SLIDING GLASS DOOR JAMB DETAIL 3/S6 SCALE: N.T.S. .2 1/2" DRYWALL "4 O�T vl� ZR'RING 1x FURRING E WOOD CASING WOOD CA 0 WOOD JAMB: ATTACH TO CONC. THRU BUCK W W/Y4" DIA. X 1 Y4" EMBED. PHILLIPS HEAD W/ TAPCONS SPACED PER PRODUCT TA j1x APPROVAL AP DOOR 0 0 0 0 _j OV w LU af mIQI BRICK 71: 0 LP.T. MOLD LU _j D. w i-L 0 1x3 BUCK wl HILTI'X-DNI'O.145"x3" POWDER ACTUATED FASTENERS 4" FROM CORNERS, 8 O/C CONT. STUCCO 2 TYP. SWING DOOR BUCK DETAIL 6A35 SCALE: N.T.S. GARAGE DOOR WOOD CASING STUCCO FINISH FASTENER FOR BUCK TO WALL. SEE GAR. DOOR PRODUCT APPROVAL FOR FASTENER TYPE AND SPACING REQUIREMENTS P.T. 2x6 8" CONIC. BLOCK (TYP-) F-1 GARAGE BUCK DETAIL 10/S5 SCALE: N.T.S. FILLED CELL OR POURED COL. (SEE PLAN) 1/4 S-I 114 &1 114 &2 114S-2 2 UNLESS NOTED OTHERWISE. STIRRUPS SHALL BE TYPE S-6 & HOOPS SHALL BE TYPE T-2 CRSI BAR BENDS UNLESS NOTED OTHERWISE 7 C"Mit rfE. SAN 2� BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH A j TOP MR TOP BARS FROM ADJACENT BEAMS. (UNO). ;END) Top 13AR TOP MR 4. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THRU TIE BEAMS ONLY. SEE NOTE ALL SPLICES TO BE A M INIMUM OF 48 BAR DIAMETERS. (TYP) L BOTT. BAR 10(Typ.) 6. MIN. 1301T. BAR BAR 5. ALL TIE BEAM TOP & BOTTOM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. < HOOPS OR STIRRUPS SPACED FROM SUPPORT SPACED FROM SUPPORT 6. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEADS 00 < FACE AS SCHEDULED FACE AS SCHEDULED (28- MAXIMUM) AND ADD 2 #5 BOTTOM IF DROP EXCEEDS W. 7. TIE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (8- MAXIMUM) TO FIT BLOCK WORK. 8. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6"MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE. 9. MARK"C' IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 10. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS"A" TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. INSTERSECTING WALL CONDITION BOTTOM BARS TOP BARS "E" BARS BENDING DIAGRAM FOR CAST IN PLACE CONCRETE BEAMS + SLABS 2/S5 SCALE: N.T.S. 48 BAR DIA. MIN. 2X4 RAT RUNS W/ 2-16d EACH ROORFLOOR El TRUSS 8'-0" LONG MIN. 24" O.C. TRUSSES -SEE 3 7. TYP. @ ROOF TRUSSES RF PLAN (TYP.) 7 PROVIDE PREFAB. "12 JOINT REINFORCING AT ALL CORNERS Z 00 PLAN VIEW MASONRY CONCRETE COLUMN 2X4 S.Y.P. W/4-12d BACK NAILS n E.E. @ 24" O.C., -raw CONC. BLOCK WALL ATTACH TO TIE BEAM WITH FULLY NAIL SIMPSON HETAL 12 EXTEND JO N 6. CORNER WALL CONDITION INT R % INTO CONCRETETFUMN (MASONRY LAID BEFORE COLUMN) MASONRY WALL BRACING DETAIL 4/S5 TYPICAL BOND -BEAM DETAIL 6/S5 SCALE: N.T.S. SCALE: N.T.S. Wl� 6 PROVIDE PREFAB. "T' JOINT REINFORCING AT IN, VVN WINDOW PER PLAN CAULK ALL T-INTERSEr'_T'nF IQ RAISED SMOOTH PLAN VIEW STUCCO BUCK, SEE BUCK DETAIL 9 GA. LADDER REINFORCEMENT 14' STEEL PLATE EACH MIN. 8"X8" POURED CONC. SILL @ 16110/c SIDE W/ (2) #5 CONT FOR SHUTTERS EXTEND IN SIDE WALL 12" MIN. MASONRY ZPREMOLDED JOINT FILLER O'S FOR OPENING GREATER 6'-OV 1 1 (3) 3/4- THRU B USE 8"x12" 2#5 TOP & El (TOTAL OF 6) 2 BOTTOM El ID (: EACH TRUSS. PRE-NOTCHEI MASONR AL VERTICAL REINF @ .1� BLOCK. TYPICAL @ CONTROL EACH SIDE OF CONTROL JOINT 318" STEEL TOP IN SOLID GROUTED CELLS 4 FILLET JOINT LOCATION (25'-0- O/C MAX) PLATE W/ WELD ALL AROUND T.S. COL. CONTROL JOINT TYPICAL MASONRY DETAILS 7/S5 STEEL COLUMN CONNECTION DETAIL 8/S5 WINDOW SILL DETAIL 9/S5 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1st FLOOR" LIVE = 40PSF (SUPERIMPOSED) DEAD = 40PSF (SUPERIMPOSED) HSS COLUMN SEE PLAN FOR SIZE CONCRETE ANCHORS, SEE - AND LOCATION z rlwr:r) I 2nd FLOOR LIVE 40PSF (SUPERIMPOSED) DEAD 25PSF (SUPERIMPOSED) ROOF LIVE 30PSF (SUPERIMPOSED) FILLET WELD ALL AROUND STEEL DEAD 25PSF (10 PSF FOR UPLIFT) COLUMN (BOTH ENDS) BALCONY LIVE 60PSF (SUPERIMPOSED) STEEL BASE PLATE AND CONCRETE DEAD 25PSF (SUPERIMPOSED) ANCHORS, SEE SCHEDULE GENERAL LOADING 1 1/S5 SCALE: N.T.S. STEEL COLUNM CONNECTION DETAIL 12/S5 SCALE: N.T.S. STEEL CAP TEEL CAP PLATE,SEE SCHED. TYP. 114 HSS COLUMN SEE PLAN FOR — — — SIZE AND LOCATION \ ��I) FILEcnpv STEEL COLUNM CONNECTION DETAIL 13/S5 SCALE: N.T.S. k 'Inv Ael 0 [in lo = rill I im m mmi U z Uj 04 0 0 0 —1 0 Z LL < j T_ 3: < Lij Z < LLJ co 0 0wo _j Uj 0� LU 03 LU 0 > z 0 U) W Uj 000:0 N\00111 I I I I fill/,/// �EGEDUS ............ cp No. 5:J5477 STAT o April 15th, 2021 George A. Hegedus P. E., S.I. JOB#: 2020 31' MIN. CONIC. EDGE 4 4 ROD EPO HY1 4 4 A CMU WALL REINF. SEE PLAN FOR SIZE & LOCATIONS, 48 BAR T DIAMETER MIN. LAP. ACI STANDARD HOOK jo �1� DRYWALL OVERB" PT FURRING CONCRETE OR GROUT �_(TILT FROM VERTICAL 4 LU MAINTAIN "CLEARANCE) (TYP) FILLED CMU (3,000 PSI) SYMMETRICAL 18T HURRICANE ANCHOR W/ DRY WALL OVER PT FURRING DIA. HILTI "HAS" THREADED , DRILL 9/16"DIA. X 6"AND XY IN -PLACE WITH HILTI 50 EPDXY 300OPSI CAST IN PLACE CONC. �ORMAL ROOF UPLIFT 13S) (Lffs) (LBS) 100% 13,000 1251/0 - 16,250 -12,000 ABOUTq (TYP) 10 - 10d x 1-1/2"NAILS q TEMPERATURE 2X4 PT. BLOCKING ATTACH TO 0.25 In PT. PLYWOOD NAILER ATTACH 2X4 1 1/2' CLEAR 13ARS CONCRETE BEAM W/ (2) J"X 3" TO CONCRETE BEAM W/ T' X 3' TAPCONS @ 12" O/C TAPCONS @ 12" O/C, 4- FROM ENDS ER T & G PLYWOOD, (1) LAYER T & G PLYWOOD, (1) LAY O/C @ BB100 8 X16 O/C @ BB1 00 8 X1 6 ATTACH WITH 8D @ 6 LU ATTACH WITH 8D @ 6 'R jig., rl F BOND BEAM BONDBEAM EDGES AND 6" O/C IN THE FIELD, >_ 1 1/2" CLEAR / EDGES AND 6"O/C IN THE FIELD, PER PLAN TYP. 0 PER PLAN TYR STL PLATE U.N.O. R \-EXTEND ALL BOTTOM jj-, 2nd FINISHED FLOOR ELEvATION (A36) '.r SEE PLAN dEFINVILS�HED FLOOR ELEVATION 41 8" MIN DEPTH SPACING tE Y4 �, i__� BARS INTO SUPPORT SLAB m X 2 PLY 3 PLY = "w+ 1 4 PLY = SIDE 4 4 DIA. FOR 3/4" D 00 rc mico FRONT a (MA)W, In-CLEARSPAN AT ALL PLYWOOD 2X4 BLOCKING @ ALL SEAMS A PLYWOOD SEAMS, 4 4 (TYP-) 160 TOE CONCRETE OR GROUT SINGLE SPAN SLAB .. ATTACH W1 2 A (2) 2 x8 SYP P.T. WD LEDGER NAILS EACH END FILLED CMU (3000PSI) V= 36le 0 ACI STANDARD HOOK W/ t'DIA. X 5" EMBEDMENT V-- 53/a" 4 IYG"DIA. LU (TILT FROM VERTICAL POWERS WEDGE BOLTS 16 W-- 7Y8" > MAINTAIN 1 1�/ D.C., 4' FROM ENDS (TYP.) HOLES FOR 0 2"CLEARANCE) _j DIA. THROUGH NEW PRE-ENG WOOD FLOOR ENG WOOD FLOOR BOLTS TRUSSES, SEE PLAN FOR DEPTH 0.25 In A3 In or 0.3 IN Q 0.3 In or 0.3 IN TEMPERATURE AND SPACING TRUSSES, SEE PLAN FOR DEPTH 3`1 R GREATER BARS AND SPACING 311 8 4 1 12" CLEA M, N. 11 �MSED. �0. WL1 WOOD TRUSS FRAMING CONNECTION DETAIL 3/S6 WL2 �WOOD TRUSS FRAMING CONNECTION DETAIL 4/S6 SCALE: N.T.S. w >, 1 1/2" CLEA SCALE: N.T.S. Oz BAR % EXTEND ALL BOTTOM MIN) SPACING BARS INTO SUPPORT SLAB In-CLEARSPAN Inj THICKNESS 4 (M HOLES 4 4 A ANCHORS 0-- of END SPAN SLAB U.] SYMMETRICAL L) ABOUTq Q 0- 0.3 In or 0.3 ni E.N! 0.3 In or 0.3 In! TEMPERATURE 4 GREATER GREATER BARS �'STEEL Q STEEL PLATE EACH PLATE EACH SIDE SIDE 0.125 In 1 1/2"CL FA 1 3 0 3 0 BAR 6' MIN) 4— SPACING SLAB In (3) 3/4" THRU BOLTS o— THICKNESS (2) 3/4- THRU BOLTS 3/8" x 8"x TRUSS WIDTH +Y2- 3/8" x Wx TRUSS WIDTH +Y2" A INTERIOR SPAN SLAB STEEL TOP PLATE w/ I" FILLET STEEL TOP PLATE W/ k FILLET A 4 WELD ALL AROUND T.S. COL. WELD ALL AROUND T.S. COL. SIDESIDE -STL.PLATE NOTE- FOR EXTERIOR SLAB USE 1 1/2" TOP CONC. COVER F r%C:-rAII r,1IQQ QTPI71 rr)l HKAKII r_0KIhIPr.TIr)KI 17)PTAII A/QA WOOD GIRDER CONNECTION DETAIL 1/S6 ELEVATED SLAB REINFUKLANU DIE I AIL;e/%'jb 0 1 r-r-L UULUIVII'4 kaVININCk-o I 1UIN SCALE: N.T,S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Z 1. X 1, X 118- SUPPORT wl 1- X 1W FILLET WELD TO EACH SIDE OF",r BLOT STEEL L4 COLUMN ... Y4_� TYP. r--STEEL COLUMN "i, 14 PER PLAN Z 5'X3'X3ff%WrX7ff PER PLAN SLOTTED COWECTION FACH SIDE 114 114 114 5 /2" 144 1 144 114 3- —1/4 A STEEL 7BEAM STEELPLATE PER PLAN PER PLAN STL PLATE 1/4"STEELPLA ( (Mgo) BOLTS PER PLAN EACH SIDE A,I PER BOLT PLNN STEEL BEAM 0 w PER PLAN (A325) BOLTS 0 PER PLAN PER P 0 Mg,),M S P"'OLT" STEEL 3: �1%w 7 0) STIFFENER EACH/ Sn L&DE ____!C "' STIFFENER STIFFENER 2 2 (6) 3/4"THRU BOLTS STIFFENER EACH SIDE EACH SIDE < EACH SIDE CONE. 4 1/2"x 12'x TRUSS WIDTH 'y2'- STEEL TOP PLATE W1 I- FILLET (4) a/41 DIA_ BOLTS (A325) STEEL COLUMN STEEL COLUMN WELD ALL AROUND T.S. COL. PER PLAN 211Tx11V2" isPLAIO� A WASHER EA. S E PER PLAN &8-XWWIDEPLATE V DIAMETER J-13OLTS STEEL BEAM CONNECTION DETAIL 9/S6 STEEL COLUMN CONNECTION DETAIL 10/S6 STEEL BEAM CONNECTION DETAIL 7/S6 STEEL BEAM CONNECTION DETAIL 8/S6 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ------- - - 2x4PT VERTICALS SUPPORTS ' ATTACH 2X4PT ��D LEDGER, --I AT TO TRUSS WITH 4-1 OD NAILS AT EACH \ rACH TO VERTICAL WOODI 4"X 18GA CONT. TRACKS W1 # 14 TEK CONNECTION SfUD WALL WITH 3-16D AT S.S, EACH LEG EACH JOIST, ATTACH T CONCRETE OR HOLOW CMU EACH STUD. ATTACH TO CONCRETE W/ X 341"TAPCONS @ 8" WOOD TRUSSES OR WOOD JOISTS, SEE CONCRETE OR HOLLOW CMU O/C, 4" FROM ENDS. 1 - Z-BAR - MIN 30" 2 - Z-BAR - MIN 30" PLANS @ 24"01C MAX W/ rX 3,4"TAPCONS @ 12" O/C. LAP EACH WAY LAP EACH WAY 4" FROM ENDS zz� 4 BOND BEAM CONCBOND 4 — — — — — — — — — — — — — . . ..... ..... BEAM W/ 2 #5 W/ 1 #5 1 2X4PT WOODI S0#PSON LUS24 I Lo L BLOCKING AT ALL FULLY NAILED MS PLYWOOD SEAMS k 4'-O"MAX 4'-0" MAX 4'-D'MAX 4'-V MAX -- — — — — — — — — 0 00 0 0 0 0 0 Z w 2X4PT WOOD JOIST, ATTACH TO 4" X 18GA CONT. TRACKS W/ (2) # 14 TEK � 0 0 1 #5 IN GROUT FILLED S.S, EACH LEG EACH JOIST, ATTACHE w VERTICAL SUPPORTS WITH 4-10CI NAILS AT EACH CONNECTION. TO CONCRETE WI'4"X 2W1' TAPCONS BILK CELL U.N.O. @12' OIC, 4" FROM ENDS 1 1 #5 IN GROUT FILLED 2X4PT WOOD STUDS@ 24- 0) 4- X 18GA STUDS@ 16' O/C BILK CELL U.N 1X6 T 3 #10 TEK S.S. -0- FILE COpy NAILS @ EACH SUPPORT. 4"X 18GA METAL J &G, ATTACH W1 2-10D 4 .1 OD X 3" NAILS. I j"EXT. GRADE pLywooD. ATIrACH W/ 8D DIST @ 16' O/C RINGSHANK NAILS @ 4' OIC @ EDGES AND 6- O/C IN THE FIELD. EXT. GRADE ATTACH W/ #8 TEK @ 4" OIC @ 32 WALL PER PLAN, WOOD, CMU OR CONCRETE EDGES AND 6" O/C IN THE FIELD - - - — ------- WOOD JOIST SOFFIT FRAMING DETAIL 1 1/S6 LIGHT GLIAGE METAL SOFFIT FRAMING DETAIL 12/S6 SINGLE BOND BEAM TRANSITION DETAIL 13/S6 DOUBLE BOND BEAM, TRANSITION DIETA-1-L 14/S61 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SECTION!:> AND DETAILS zMTi_t_-: IV= m In M z Z < CL 2 < w cy) 04 0 c) 0 0 0 zz� Z LL < = _j 3: Q f_-, L-i < Z W ca < w _j U) 0 Uj A11IMPA Uj w (D > z 0 U) ce Uj C N cp No. 55477 Z STATE A April 15th, 2021 George A. Hegedus P. E., S.I. JOB#: 2020 (D u c_ U) Ln 00 E w LO tn :m '00 E tn' U0 wo 00 a) _, - 0 ru r� � m a) 0 co 0 to CO ca r 0 co 0 In 0 0' � tn & � U5 r SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LA�ERAL LOADS c� C E 0 0 9 �2 Ch U 0 0 IJ L 6 Z 0 0 V I U 8" PRECAST & PRESTRESSED LI-LINTELS GRAVITY i LENGTH TYPE BUB BF11-1131 8FI2-IS 8FI6-IB 8172G-143 8F24AS 8F28-11t BF32-18 2'-10- (34-) PRECAST 2302 316b 4473 6039 7526 9D34 10472 11936 3166 4473 6039 7526 9OD4 10472 11936 3lmfi" (42') PRECAST 2302 3138 3377 1 46119 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 41l-a' (48') PRECAST 2029 2326 2496 3467 4438 5410 6384 7358 1 2646 4473 6039 7526 9004 10472 11936 4'-6- (54-) PRECAST 1651 1787 1913 2657 1 3403 1 4149 4896 5644 2170 4027 6039 7526 _i3_ 9004 - 113472 9668 64" (64-) PRECAST 1184 1223 1301 - 1809 17 2a26 3336 3846 16-66 _2889 5D57 6�� MW 6424 7450 6-10' (70-) PRECAST 972 --14-14 I-8-H 2304 2721 3137 - 1459 -T46-4 - 4144 5466 4437 5280 6122 V-6- (78') PRECAST 937 1255 2101 3263 2746 3358 3971 4585 12M 2101 3396 5260 7134 8995 6890 7-4- (90') PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 61 0 2610 3M 3839 5596 6613 5047 9'-4- (112') PRECAST 573 632 1049 1469 1210 1 2'0 1482 1754 2027 768 __�212 1469 1818 818 2544 2544 3469 4030 3127 10'-6- (126') PRECAST 456 482 802 11 25 1125 915 915 1122 1328 1535 658 1025 1514 1514 2081 2081 2774 3130 2404 11-4- (136') PRECAST 441 598 935 1365 1 1854 2355 1793 2075 -jq-8- 9-35 1365 1854 1- 1 2441 3156 4044 1 Z-0- (144') PRECAST 414 545 864 1254 1689 1 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13-4- (160') PRECAST 362 427 726 1028 1331 163S 1224 1418 85 485 748 1076 - 1436 1856 2343 2920 14'-0' (168') PRECAST 338 381 648 919 1190 1462 1087 1260 455*700 1003 --73-35 17-14 2153 26M 14'-8- (176') PRESTRESSED N.R. NR NEE NR NR NR NR NR 465 200 2610 3185 3765 I g-4- (184-) PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 - 1250 1-M 2370 2890 3410 IT-N' (208') PRESTRESSED N.R. NR NER NER NR NR NR NR - 3io 5-30 - 950 2200 2600 19-4- (237) PRESTRESSED N.R. NR NR NR NR NR; NR NR 24o 4-00 7-50 __�_090 1400 1720 2030 21-4- (256') PRESTRESSED N.R. NR NEE NR NR NER NEE NR 183 330 _610 __fF4� 340 1780 2110 22'-0' (2W) PRESTRESSED N.R. NER NR NER NR NEE NR NR 160 300 570 970 1250 1660 1970 2,V-0- (288') PRESTRESSED N.R, NR NR NEE NR NR NR NER - 130 -,,, 470 1 72D 1030 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL LENr.TH---.W PE 8F8-lT 8F12-IT BF16-IT 8F20AT 8F24-IT 8F28-IT 8F32.1T -iF-32 81.18 BF8 81`13�2r 8F12-2T BF16-2T 8F20-2T BF24-2T _iWill SF28-2T 2T 2'-10- (34') PRECAST 2727 2878 Z01 5332 _ 7811 9055 2021 2021 g_ 727 _ 2784 _ 3981 _ 5190 0407 7630 8857 X-6" (42') PRECAST 2165 2289 3260 _�__ 237 __j2_ 10 - 6204 7192 1257 1257 2165 __ __T215 _Tl__ 65 - 4125 __;W1 6061 7036 4'-0' (48') PRECAST 1878 1989 2832 3680 4632 SW7 - 6245 938 938 1878 11125 2750 __j5 B3 - 4Z22 5264 6110 4'-6" (54') PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 465B 5406 5-4- (W) PRECASI 1393- 1484 2110 2741 3375 4010 4648 505 505 1393 1437 1 2050 2670 3203 3920 4549 6-10' (70') PRECAST 1272* 1357 1930 2505 __j0_84 3665 - 4247 418 418 1272 �-3-15 --;-75 - 2441 35EE3 4157 6'.6- (78-) PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 16EI 92 2703 3216 3732 7�6" (90') PRECAST 975-9- 9-12 -1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2361 2797 3245 9'-4- (112') PRECAST 801* 612 980 1269 15W 1852 __�271 2144 454 630 - 801 - 755 _tl_92 _�_550 ;9-10- 2634 10'-6- (126-) PRECAST 716* 498 793 1027 1251 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 111-4- (136-) PRECAST 666* 439 696 899 1ID4 1309 1515 363 556 668 535 905 1296 1596 1896 2108 12'.0- (144') PRECAST 607, 400 631 81 6 1 '0' 1186 1312 340 494 631 486 818 _1209 1 1514 1799 2086 IT-4- (1601 PRECAST 500' 340 532 686 1 841 997 1163 qM qoR 573 409 68 2 1004 r 1367 1637 14'-0' (168') PRECAST 1158. 316 493 - , 11 . .... .. - ---- 286 360 - 548 - 378 =62=9L:jj� 1=254 1 1816 14'-8- (176') PRESTRESSED 243 295 459 1 591 1 724 857 - 1 990 1 N.R. 357 352 582 852 1156 1491 15-4- (184') PRESTRESSED 228 278 430 553 077 801 925 1676-] 1 N.R. 327 228 329 542 791 10112 _W_ 1381 IT-4- (208-) PRESTRESSED 188 3J_ 7M4 670 - r74 1 N.R_ 255 - 188 EE 449 EE49 __j7_4 - 1121 138-91 1 W-4- (232') PRESTRESSED " 165 207 313 - 401 490 578 667 N.R. 204 165 239 383 Sw _i5i_ 736 _Z3_3 940 1160 21-4- (256') PRESTRESSED 145 186 278 511� 590 172 142 $276 212 336 1 477 635 22'-0' (264') PRESTRESSED 140 ISO 268 343 418 N.R E 161 137 205 322 457 eu MNR 24�-O (288-) PRESTRESSED 127 165 2 44 312 380 N 124 186 _ 290 - 408 638 MATERIALS 1, fc precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 Psi. 3. fc grout = 3000 Pat wl maximum 318" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 wl minimum net area Compressive strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing stand per ASTM A416 gradle 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 " M or S. GENERAL NOTES I , Provide full mortar head and bed joints. 2. Shore filled lintals as required. 3. Installation of [Intel must comply with the architectural and/or structural drawings. 4. Lintals am manufactured with 5-1/2' long notches at the ends to accommodate vertical call reinforcing and grouting. 5. All lintals meet or exceed U360 vertical deflection, except ]inlets 17'-4' and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel Cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in Composite lintel in lieu of concrete masonry units. 9� Safe load ratings based on rational design analysis per ACI 318 and ACI 530 BEAM -NO BEAM -SIZE TOP -BARS MID -BARS BOT-BARS TIES BM -NOTES SIZE No. &SPACING BAL (WxH) i TE1100 8-,12" OR 16- x12" DEEP VARIES SEE PLAN FOR 8'-(2)#5 FOR 12"-(3)#5 FOR 16"-(4)#5 FOR 8"-(2)#5 FOR 12--(3)#5 FOR 16'-(4)#5 PROVIDE (1) #5 x30"x3O* T&B CORNER BARS @ ALL T.B. DIRECTION CHANGES (SEE T.B. DETAIL) BB100 Wxl6" BOND BM VARIES SEE PLAN (1) #5 (1) #5 - - PROVIDE (1) #5 x30"x30' CORNER BARS EACH B.B. LAYER @ ALL T.B. DIRECTION CHANGES (SEE T.B. DETAIL) B101 WY24" +12-4- (2) #5 (2) #5 (2) #5 3 - loll O/C - B102 12"x24" + 1 Z-O" 2 LAYERS, (2) #7 - 2 LAYERS, (2) #7 4 - 6"O/C - B103 8-06- +12-4- (2) #5 2 LAYERS, (2) #5 (2) #5 3 - 18"01C - B104 8"x24" +12'-0" (2) #7 (2) #5 (2) #7 3 - 8" O/C - B105 12"xl4" +1 V-6" (3) #5 - (3) #5 3 4 @4" O/C E.E. 4' O/C - B106 8"xl 8" +12-4- (2) #7 (2) #5 (2) #7 3 4 @4" O/C E.E. 6" O/C - B107 12"xl4" +1 V-8" (3) #5 - (3) #5 3 - 24" O/C SLOPE TOP W/ BALCONY SLAB B108 20"X13"/18" +121471 T-8" (4) #5 (4) #5 (7) #6 3 4 @4- OIC E.E. 4"O/C TOP OF BEAM STEPS 4- @ START OF BALCONY B109 8"xl 2" +JO'-6" (2) #5 - (2) #5 - - Bilo 8"xl 8" +12'-0" (2) #5 - (2) #5 3 4"O/C - B111 8"x18" +12'-0" (2) #7 - (2) #7 3 4 @4" O/C E.E. 6" O/C - B112 8"x24'71 8" + 1 Z-O"ll V-8" (2) #6 - (2) #6 3 4 @4" O/C E.E. 6" O/C - B113 8"x29" +10'-6" (2) #5 (2) #5 (2) #5 3 4 @4" O/C E.E. 10-1 O/C - B114 12"x24" +12'-0" (2) #7 - 2 LAYERS, (2) #7 3 - 4" O/C - Bl 15 8")Q211 +12'-0" - - - - SEE DETAIL A & B/S2 RAKE 8"xl 2" VARIES PCL 8"x8"/l 2" VARIES - (1) #5 CASTCRETE PRECAST LINTEL FULLY GROUTED TO TIE BEAM ABOVE NOTES MID-REBAR IS LAID OUT IN PAIRS EQUALLY SPACED VERTICALLY IN BEAMS ALL BEAM TOPS LISTED ARE FROM FINISHED FLOOR ELEV 0'-0" FILL CMU WALLS SOLID WHERE LEDGER BOLTING IS NOT IN A BEAM GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH REST OF PLANS & FOR ARCH BEAMS ADD 2#5 DIAGONAL REBARS FOR 8" TO12" WIDE BEAMS, NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION 3#5 DIAGONAL REBARS FOR 16" WIDE BEAMS, 4#5 DIAGONAL REBARS FOR E.E. = EACH END OF EACH SPAN 24" WIDE BEAMS EACH SIDE OF THE ARCH I SECOND FLOOR BEAM SCHEDULE I BEAM -NO BEAM -SIZE BM -TOP TOP -BARS MID -BARS BOT-BARS TIES BM -NOTES SIZE No. &SPACING BAL (WxH) TB200 8',12' OR 16' x12" DEEP VARIES SEE PLAN FOR 8'-(2)#5 FOR 12%3#5 FOR 16"-(4)#5 FOR 8"-(2)#,5 FOR 12--(3)#5 FOR 16'-(4)#5 PROVIDE (1) #5 x30'x30" T&B CORNER BARS @ ALL T.B. DIRECTION CHANGES (SEE T.B. DETAIL) BB200 8x8"BOND BM I VARIES SEE PLAN (1) #5 - PROVIDE (1) #5 x31)"x3O" CORNER BARS @ ALL T.B. DIRECTION CHANGES (SEE T.B. DETAIL) RAKE WxlZ' VARIES B201 8" X 22" +22-0"A.F.F. (2) 0- (2) #5 3 4' O/C - PCL Wx&712" VARIES - (1) #5 - CASTCRETE PRECAST LINTEL FULLY GROUTED TO TIE BEAM ABOVE NOTES MID-REBAR IS LAID OUT IN PAIRS EQUALLY SPACED VERTICALLY IN BEAMS ALL BEAM TOPS LISTED ARE FROM FINISHED FLOOR ELEV 0'-0" �'..FILL CMU WALLS SO1:AD WHERE LEDGER BOLTING IS NOT IN A BEAM GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH REST OF PLANS & FOR ARCH BEAMS ADD 2#5 DIAGONAL REBARS FOR 8" TO12"WIDE BEAMS, NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION 3#5 DIAGONAL REBARS FOR 16" WIDE BEAMS, 4#5 DIAGONAL REBARS FOR E.E. = EACH END OF EACH SPAN 24" WIDE BEAMS EACH SIDE OF THE ARCH 8" PRECAST W1 2" RECESS DOOR U-LINTELS GRAVITY 8RU6 FERF;�IE8-1(M)B EIRFI�B 8RF1MB WM�B I &R�13 EERF�18 IIW1�18 BRF14-IB WIFW8 __3954 ERIF22-151 ORF26-181 l%FW-1B 4-4- (52') PRECAST 1489 1591 3053 9�8T2 :4282 29 9 9 �9 904 80 fit 0 6472: 7947 9 Z1 6 78 IN887 108 8 4 (54 PRECAST 1357 1449 2782 2714 3609 4487 5375 0264 1702 3412 4982 6472 7947 9 94916 108 8 10878 T-8- (68-) PRECAST '85 832 1602 1550 2058 2566 1 3075 3685 1153 162 4074 6472 6516 5814 6839 S-10' (70') PRECAST 735 779 15DO 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 -;it 1 6'-B' (80") PRECAST 82' 907 1677 2933 2576 3223 3872 4622 li7 1677 2933 4100 6730 8177 6707 7'-6- (90') PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 513 1 (116") PRECAST r9 -8- 371 420 834 1253 1071 1342 1614 1886 535 928 1497 r 2179 1 618 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled ]inlets must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity Can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar my be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate Concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away fmm the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. TYPE DESIGNATION F = FILLED VWTH GROUT/ U = UNFILLED QUANTITY OF #5 REBAR AT F BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL MUTH 1 L QUANTITY OF #5 NOMINAL HEIGHT I REBAR AT TOP 8"_ PRECAST WV 2" RECESS DOOR U-LINTELS UPLIFT LATERAL LENGT�H �TYPE EIRMIT SRF14-IT BRFI�1"r 811MAT 8RF261T �IT 81RUO 8RF6 8W6-Tr EIW10-� MRFI�Tr_ fflF116Zr 8RF22-n 8�n 81T�Zr 4-4- (52") PRECAST 1244 1573 2413 3260 4112 4967 5EE25 932 932 1244 1519 2kg 3170 40D8 48M 5696 4'-6- (54-) PRECAST 1192 1507 2311 3121 3937 1 4756 5677 853 853 1192 1455 2240 3036 3837 4643 -8" (68") PRECAST' 924* 1172 1795 2423 3055 3689 4325 501 501 -�924 1132 1741 2357 2978 3803 4230 V-10- (70-) PRECASTw 896* 896 1138 1099 1742 2352 2965 3581 4198 469 469 6�8-' (80') PRECAST 778 882 15�3 2042 2573 3107 3642 830 1100 778 956 1 1987 2509 3035 3563 T-6- (90") PRECAST ON 697 13 5 1810 2280 2763 3227 710 941 Sell 849 13 2 1762 2225 2690 3157 9'-B" (116') PRECAST 533* 433 8 1123 1413 1704 1995 516 614 1 533 527 119 1369 1728 2088 24M 'REDUCE VALUE #5 REBAR AT TOP MIN (1) REQ D 1-1/7 CLEAR I_ W -C.M.U. _GRO, #5 REBAR AT BOTTOM 0 OF LINTEL CAVITY 001 TUM REINFORCING 7 �WAUAL PROVIDED IN LINTEL (VARIES) 8"NOMINALWIDTH REMONS BY DATE PERMIT PLANS GAH 04-15-21 Ahg& Lu i=) mi U z ;IIIIer < CL < UJ cr) CN 0 U F_ 0 0 _J 0 _j z., Z < LL - 0 _j T_ C) 3: = L_J < C _J LIJ Z LLJ co U) 0 UJ LJJ LL1 (D > z 0 (0 J)00 LLJ C0LUMN SCHEDULE 'W'1/4"FILLET WELD ALL AROUND BETWEEN PLATES AND COLUMN MARK SIZE VERT/CAP PLATE TIES/BOT.PLATE REMARKS Scl HSS 4x4xl/4" X 71'x 7� W/ (4) r X 8" STUDS 5/8" x 7"x 7" (4) 5/8"x 8" POWERS WEDGE BOLTS @ 7'O.C. EMBED SYM. + GALVANIZED @ 4"O-C. SYM. LAYOUT LAYOUT. G90 SC2 HSS 4x4xl/4" x 7J' X 7� W1 (4) r X 8- STUDS 5/8" x I O"x 10" (4) 518"x 8* POWERS WEDGE BOLTS @ 7"O.C. EMBED SYM. + RUST INHIBITIVE @ 4" D.C. SYM. LAYOUT LAYOUT. PAINT SC3 HSS 4x4x3/8" SEE DETAILS 3/4" x I 0"x 10" (4) 3/4" x 8"POWERS WEDGE BOLTS @ 7" O.C. SYM. LAYOUT. + RUST INHIBITIVE PAINT xl/4" SEE DETAILS 5/8" x 7"x 7" (4) 5/8" THRU BOLTS @ 4" O.C. (A325) SYM. LAYOUT + RUST NHIBITIVE PAINT S95 _rh_ HSS 4x4xl/4" *RUST INHIBITIVE SEE DETAILS 3/4" x 12"x 12" (4) 3/4" x 10"POWERS WEDGE BOLTS @ 9"O.C. SYM. LAYOUT. PAINT 8"xl 2" MASONRY COL. w/ (4) #5'S 8"xl 2" MASONRY COL. w/ (4) #6'S MC12 EM VERT. #3 TIES @ 8" O/C FILL w/ 3000 MClP VERT. #3 TIES @ 8' OIC FILL w/ 3000 PSI GROUT PSI GROUT 8"xl6"MASONRY COL. w/ (6) #5'S MC18 VERT. #3 TIES @ 7.625' O/C FILL w/ 3000 PSI GROUT 8"x8" REINFORCED MASONRY COL. 8"x8" REINFORCED MASONRY COL. 8.'X� C5 STIC6 )L w/ 145 BAR VERT. FILL w/ 3000 PSI C6 w/ 146 BAR VERT. FILL w/ 3000 PSI W/ I GROUT GR( GROUT 8"x8" )L REINFORCED MASONRY COL. 8"xl2" REINFORCED MASONRY 8.XJ C7 SI w/ 147 BAR VERT. FILL w/ 3000 PSI C8 C8 COL. w/ (2) #6'S VERT. FILL w/ 3000 Col GROUT PSI GROUT 12"x`12" REINFORCED MASONRY C9 12"xl6" REINFORCED MASONARY COL. W/ #6 BARS VERT FILL w/ Clo COL. w/ 446 BARS VERT. FILL w/ (4) 3000 PSI GROUT w/ #3 TIES @ 8" 3000 PSI GROUT wl #3 TIES @ 8" O/C O/C 8"x8" POURED CONC. COL., w/ (4) WxlZ' POURED CONC. COL. w/ (4) Cil #4'S VERT. w/ 43 TIES @ 8- O/C C12 #5'S VERT. w/ #3 TIES @ 8- O/C 8"x`16" POURED CONC. COL. w/ (4) 12"xl2" POURED CONIC. COL. w/ C13 #5'S VERT. wl #3 TIES @ 8" O/C C14 (4) #6'S VERT. wl 43 TIES @ 10" O/C WxlZ' POURED CONC. COL. wt (4) 8"xl6" POURED CONC. COL.w/ (4) C15 #6'S VERT. w/ #3 TIES @ 8" O/C C16 #6'S VERT. w/ #3 TIES @ 8" O/C 8"xl8" POURED CONIC. COL. w/ (4) Wx24" POURED CONC. COL. vid (6) C17 #6'S VERT. wl #3 TIES @ 8" OIC C18 #5'S VERT. w/ #3 TIES @ 8" O/C C19 12"x`16" POURED CONC. COL. w/ (6) #6'S VERT. w/ #3 TIES@ 10- O/C C20 POURED CONC. COL. w/ (6) #5'S VERT. w/ #3 TIES @ 8" O/C 8"x`14" POURED CONC. COL. w/ (4) 12"x29" POURED CONC. COL. w/ (8) C21 #5'S VERT. w/ #3 TIES @ 8" OIC C22 #6'S VERT. w/ #3 TIES @ 10" O/C 8"xZit"POURED CONC. COL. w/ (6) POURED CONC. COL. w/ (7)#6'S C25 #6'S VERT. w/ #3 TIES @ 8" O/C C26 VERT. wl #3 TIES @ 8" O/C MAXIMUM RECESS —) 2X4 PT CONT. NAILER Y47 X #4x36"TOP BARS @ 3%4" TAPCONS AT 12' D.C. #436' TOP BARS @ ITO.C. VERTICAL WALL REINF. DOWEL ir O.C. fl"MINIA AUM COVERAGE W/ STD. ACI HOOK AT STEEL PF VERTICAL WALL REINF. DOWEL w/ STO. ACI 2X4 PT CONT. NAILER )/4" X SEE PLAN FOR SIZE & LOC. SLOPED FLOOR F 4.. /--HOOK AT STEEL SEE PLAN FOR SIZE & LOC. 3%4" TAPCONS AT 1 2"O.C. BAR. LAP REBAR MIN 48 BAR DIA BAR. LAP REBAR MIN 48 BAR DIA t HURRICANE ANCHOR 2X4 BLOCKING @ PLYWOOD -- ---- z___z x8"BOND BEAM W11#5 CONT. FULLY GROUTED W/ 8 - 10d NAILS m, 94 BOTTOM BARS @ SEAMS, ATTACH W/ 2- 16D #4 0 OM BAR,` #4 BOTTOM B 'k A A. Ap= AL 17 O.C. TOE NAILS EACH END —USP PAT18 HURRICANE ANCHOR w/ 10 - 10d Y4- EXP I STRUCTURAL I PLYWOOD, .,j 1T O,C. NAILS TO TRUSS AND 2" LONG X Y8- FILLET WELD 2X4 BLOCKING @ ATTACH WITH GLUE AND I OD RING #4 TEMP BARS 1112' B108 B104 ALONG EACH EDGE OF STRAP AND STL BEAM PLYWOOD SEAMS, - SHANK NAILS @ 4" O/C AT PLANEL B107 O.C. ATEMP BARS@ 16— O.C. L ATTACH W1 2- 16D TOE EDGES AND 6" O/C IN THE FIELD F Y4"EXP I STRUCTURAL I PLYWOOD, ATTACH WITH NAILS EACH END SECONDARY F-GLUEAND 10D RING SHANKNAILS @4' OICAT V BALCONY SLAB SECTIONS 1/S8 POUR �NEL gPQjE§ D AND 6- O/C IN THE FIEL CONC. BEAM - SIZE SCALE: N.T.S. PRE-ENGINEERED _\ VARIES. SEE SCHEDULE 2X4 BLOCKING @ ALL TRUSSES @24- O/C PLYWOOD SEAMS, AX36"TOP BARS @ ITOC MAXIMUM RECESS #436"TOP BARS @ 17O.C. 1j"MINIMUM COVERAGE — 1, — I 2X4 BLOCKING @ ALL PLYWOOD SEAMS, ATTACH W/ 2- 16D TOE NAILS l't ATTACH W/ 2- 16D TOE NAILS EACH END PICALTHRUOU _7-_ffN-k- EACH END SLOPE FLOOR V MPFft- � I I , '.' . — PRE-ENGINEERED PRE-ENGINEERED PRE ENGINEERED Irl WOOD TRUSSES. M)7\_2 4 B CKING B E WOOD TRUSSES. TRUSSES @24- O/C If IF 11 1X4 RAT RUN AT 1O'O/C WITH 20'RESTRAINT. x Lo FTW FASTEN To EACH TRU NAILS TERMINATE TO ZX4 X16"LONG NAILERW/ (2) 2X4 BLOCKING BETWEEN TRUSSES, 2 x BLOCKING BETWEEN A B0170M BARS @ Y4"X3%4" TEK SCREW AT 12" O/C TO STL. BMI. FASTEN TO EACH TRUSS W/ 2-16D TOE TRUSSES FASTEN TO TB W/ (2)1" 12'0.C. NAILS 1X4 RAT RUN AT 1O'O/C WITH 20` x 3 TAPCONS @ 16" O.C. #4 BOTTOM BARS @ STL. BEAM PER PLAN W/ Y2- X 9 2")c WRYP P T. WD LEDGER w/ t' DIA. RESTRAINT. TERMINATE TO 2X4 X16" 12, D.C. 5' N ELSON STU DS AT 24" O/C LONG NAILER W/ (2) Y4" X 3Y4' 4"x 8" SYP P.T. WD LEDGER wl 3/4" —1 B106 THROUGH BOLTS IA307) 16" O.C. (TYP.) TAPCONS AT 12" O/C TO WALL DIA. ANCHOR 16" O.C. (TYP.) (ALT: B105 A TEMP BARS @ 12' #4TEMPBARS@12'_) L A41 HANGER FULLY NAILED. SEE COMBINE 2X8PT PLYS WITH 2 ROWS OR D.C. O.C. Ell 14 FRAMING PLAN FOR TYPE. 10D@ 6- O/C. 3/4"WEDGE ANCH. W/4"EMBED.) BALCONY SLAB SECTIONS 1.1/S8 WOOD TRUSS FRAMING CONNECTION DETAIL 2/S8 SCALE: N.T.S. SCALE: N.T.S. WOOD TRUSS FRAMING CONNECTION DETAIL 3/S8 2X4 PT CONT. NAILER Y4" X 3%4" SCALE: N.T.S. TAPCONS AT 12" O.C. -,A, VERTICAL WALL REINF. DOWEL W/ STD. ACI HOOK ,--AT STEEL SEE PLAN FOR SIZE & LOC. BAR. LAP REBAR MIN 48 BAR CIA 2X4 BLOCKING @ PLYWOOD SEAMS, A17ACH W/ 2- 16D TOE NAILS EACH END' 8*xB"BOND BEAM W/1#5 CONT. FULLY GROUTED 3/4"EXP I STRUCTURAL I PLYWOOD, ATTACH WITH 7-C GLUE AND 10D RING SHANK NAILS @ 4 O/C AT SECONDARY—_---�___,.E 7 PANEL EDGES POUR _`�2X4 BLOCKING @ i�LL PLYWOOD SEAMS, 4X8 P.T. FILLER ATTACH W1 2- 16D TOE NAILS EACH END PRE-ENGINEERED TRUSSES @24' O/C PRE-ENGINEEREDJ TRUS 1: 4 RAT RUN AT 1 O'O/C WITH 20' L�2?xTSYP PSITID LEDGER W/ R E—STRAINT. TERMINATE TO 2X4 %- DIA. THROUGH BOLTS X16- LONG NAILER W/ (2) A' X 34' (A307) 24- O.C. (TYP.) TEK SCREW AT 12"O/C TO STL. SM. 4"x 8" SYP P.T. WD LEDGER wt 3/4" DIA. z STL. BEAM PER PLAN W/ Y2"X 5" THROUGH 13OLTS (A307) 16" O.C. (TYP.) NELSON STUDS AT 24" OIC WOOD TRUSS FRAMING CONNECTION DETAIL 4/S8 SCALE: N.T.S. TIE -BEAM CONCRETE PER PLAN BEAM PER 2X4 PT BLOCKING BETWEEN EACH PLAN TRUSS. ATTACH TO WALL WITH (2) Y4- X 3Y4" TAPCONS AT 16' 0.. SIMPSON H2.5A CLIP 14 NIL TO LEDGER & SIDE OF TRUSS SEC DARY CAST-CRETE PRE -CAST LINTEL RE-ENGR. TRUSSES @ 24' O/C �kl r L ASONRY 6" c 6" (SEE PLAN �MIN� FULL, IN HANGER FULLY NAILED. SEE AND SCHED.) _1,0_1 ED VERTICAL FRAMING PLAN FOR TYPE, REINFORCING AT STL. BEAM PER PLAN Wt Y2- X 5- MASONRYJAMB, NELSON STUDS AT 24" O/C �4 PT CONT. 3Y4" TAPCONS NAILER Y4 X AT 12"O.C. VERTICAL WALL REINF. DOWEL W/ STD. ACI HOOK AT STEEL SEE PLAN FOR SIZE & LOC. BAR. LAP REBAR MIN 48 BAR CIA 77 WxEl" BOND BEAM VV/1#5 CONT. FULLY GROUTED 2X4 BLOCKING @ PLYWOOD —USP PAT18 HURRICANE ANCHOR wl 10 - 10d NAILS TO TRUSS AND 2" LONG X Ys"FILLET WELD ALONG SEAMS, ATTACH W/ 2- 16DV TOE NAILS EACH END 3/4"EXP I STRUCTURAL I PLYWOOD, ATTACH WITH PLANE ED E A D 6" O/C IN THE FIELD SEE SCHEDULE X4 BLOCKING @ALL LYWOOD SEAMS, ATTACH W/ 2- E NAILS EACH END WOOD i�U'SSE'S._ 2X4 BLOCKING B ETW EEN TRUSSES, FASTEN TO EACH TRUSS W/ 2-16D TOE NAILS 2-2"x 8" SYP P.T. WD LEDGER w/ 3 - DIA. THROUGH BOLTS (A307) 1P O.C. (TYP.) TYPICAL -PRE—CAST LINTEL BEAM DETAIL 5/S8 WOOD TRUSS FRAMING CONNECTION DETAIL 6/S8 SCALE: N.T.S. SCALE: N.T.S. A, 8X8 CMU PIER WITH I 7� c� #5 VERTICAL RE �BAR WITH 8"X8"CONC CAP, PLAN FOR LOC AND ARCH N. PLAN FOR S HEIGHT TRU E 0 r bLAIP 24" LONG #4 HOOK BARS @ 8" 7" SLAW O.C. TOP 1 112" CLEAR FROM TOP OF CONC. EXTEND TO INSIDEFACEOF BEAMAND HOOK DOWN 24"MIN. I I I T 1. 1 1 I" SLOPE 0 j"STE EL CC! PLATE EACH < SIDE #4 BOTTOM STEEL 7 04 @ 17 D.C. �2 2X4 BLOCKING @ ALL PLYWOOD #4 TEMP STEEL SEAMS @ 12 O.C. 314* THRU BOLT (3) 314 THRU BOLTS EACH TRUSS. IT OTALJ OF 4) CONIC. BEAM, B102 318- STEEL TOP PLATE Wt 3: PRE -ENG FLOOR TRUSSES/ (SEE BEAM SCHEDULE) r FILLET WELD ALL------/ @ 24- O/C AROUND T.S. COL. SGD PER PLAN WL2 PT NAILER LEDGER PER PLAN CANTILEVERED CONCRETE BALCONY DQAIL 8/t')8 COLUMN CAP DETAIL 9/S8 SCALE: N.T.S. SCALE: N.T.S. 0 2 0 0 6 0 0 z U -VERTICAL WALL REINF. DOWEL w/ STD. ACI HOOK AT STEEL SEE PLAN FOR SIZE & LOC. BAR. LAP REBAR MIN 48 BAR DIA 2X4 BLOCKING @ ALL PLYWOOD SEAMS, ATTACH W/ 2- 16D TOE NAILS EACH END T. B. & FLOOR TI PRE-ENGINEERED FLOOR TRUSSES AT 24" O.C. Y4" EXP I STRUCTURAL I PLYWOOD, ATTACH PRE-ENGINEERED -J WITH GLUE AND 10D RING SHANK NAILS @ 4 TRUSSES @24" O/C O/C AT PLANEL EDGES AND 6- O/C IN THE 1X4 RAT RUN AT 10'O/C WITH 20' FIELD RESTRAINT. TERMINATE TO 2X4 X16"LONG NAILER W/ (2) Y4' X 3% TAPCONS AT 12" O/C TO WALL 2X4 PT CONT. NAILER J'X 3 1- TAPCONS @ 12" O/C WOOD TRUSS FRAMING CONNECTION DETAIL 7/S8 SCALE: N.T.S. I FILE COPY SECTIE. NS AND DETAILS �'O'k lal 7D z < a- < ILIJ m N 0 1Y 0 c Z U_ < 0 C) 0< Z < LIJ co C) 0 _j L0 0 LLI Q� ty- w "k w (D > z U) 0 *GEDUS'. .......... 0 E N ".e No. 5547:7 Apr# 15th, 2021 George A. Hegedus P. E., S.1 JOB#: 2020 _1 Ul E w 0 La -0 LO "in, L n a, th M 00 4 r LO 0% 2 +J* 0' 0 CO cy) 00 cq 4-0 0 Lo o W ... ........... FN �': 0'5 . r�50h