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HomeMy WebLinkAboutBuilding Plan 11-11-16i ©m EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER ARCHITECT'S STATUS: A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR A. THE ARCHITECT SHALL NOT RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR GEOLOGICAL REPORTS. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL 13E INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES CHARGE A 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 E PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH R B FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE= AND MASONRY. THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE BEARING CAPACITY OF 2500 PSF, FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS AR MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. EMPLOYEES, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. 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 CONSTRUCTION: AMERICAN PLYWOOD ASSOCIATION PLYWOOD DESIGN WOOD CO 00 CODES: D. SOIL SHALL BE COMPACTED TO 95% MODIFIED FROCTOR (ASTM D1557) TO A DISTANCE 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 SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL OF 5 FEET BEYOND ALL BUILDING EDGES. AT ONE FIELD DENSITY TEST SHALL PERFORMED FOR EACH 2500 SQUARE FEET OFF AREA. DENSITY TESTS ARE TO BE MADEE 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 A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTORC. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONCRETE HA PRESSURE F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CO CRE SHALL BE SSU ERCONNECTIONSE U LNG PREFABRICATED CONNECTORS, C. ALL TIMBER ARE TO BE MAD S O SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSiFICATION SW PER ASTM D2487-69 CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS TPI 1-2007: DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH FOR REINFORCED CONCRETE (ACI 318-11 EDITION). (AMERICAN INSTITUTE OF STEEL F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND BUILDING CODE 2014. PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-1 VASCE 5-11/TMS 402-11). BUILDING ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONCRETE: THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR OF AMERICAN PLYWOOD ASSOCIATION. CONSTRUCTION (ANSI/NFOPA NDS-2001). CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES. F. MARKING_ WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND PLYWOOD B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND A. GENERAL: ALL CONC RETE H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL OF ACI. REQUIREMENTS . A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS. CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRETY AND BUILD IN B. P D CEMENT: ASTM TYPES I OR II. LOW ALKALI, SILL TESTED AND SHALL BE IN ACCORDANCE WITH ACI 530-1 VASCE 5-11/TMS 402-11, BUILDING CODE WINDOW AND DOOR OPENINGS. ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. T FOR CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF CERTIFIED. 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) MORE THAN 0.2 PE-RCENT. REQUIREMENTS FOR MASONRY STRUCTURES. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. PERMITS: C. WATER: FROM DOMESTIC SOURCES, CLEAN, POI ABLE, AND FREE FROM ALL ORGANIC B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE GRADE, 4 PLY, INDES 2410, APA GRADE TRADEMARKED. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: OR OTHER DELETERIOUS MATERIALS. IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18"AROUND A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK 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 RESPECTIVE COSTS AND TRADE PERMITS AND FOR THEIR ES C TIVE D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY THAN 1s THICK IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN LESS. S THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. JOB CONDITIONS: E. SAND: ASTM C-33 FOR SLABS ON GRADE. REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED.NOT B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN 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 SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE SOILS REPORT. VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 3,000 S/F OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, C. DOORS , BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF AFTER CLEANING AND INSPECTION. SUCH AS BUT NOT LIMITED TO, STUD WALLS. FURRED SPACES, SOFFITS, DROP CEILINGS, GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION 2 500 PSI FOR FOOTINGS &SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 E. MASONRY UNITS SHALL BE ASTM C-90 TYPE 11 WITH MINIMUM COMPRESSIVE STRENGTH COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS: CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. , DAYS, ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF CHIMNEYS. FLOOR JOISTS OR TRUSSES. FOOT-POUND IMPACT TEST B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO CODE (ACI 318-11) THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. 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: D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, 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 INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESSA. 60, THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS. ALL SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II C. IF WORK IS BEING PREFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON E TYPE S IN ACCORDANCE WITH ASTM C 270 WITH F. ALL MORTAR SHALL BM SPECIFICATION FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION AN GLAZING PRODUCTS. ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADE LAP ALL VWVF A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND MANUF, FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. AI..L HOOKS SHOWN IN STRENGTH IS REQUIRED FOR THIS PROJECT. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. THE FLOOR OF THE TUB OR SHOWER. 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 SPECIFICATION HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, REINFORCING STEEL: F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN TESTING FOR GROOUTUT STRENGTH IS REQUIRED FOR THIS PROJECT. TI AND DETAILS SECTION TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE. 24" HIGH AND 5.7 COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" DOCUMENTS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' PUBLISHED 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 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 NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. CODE. 1 3 *2—v W j%% L N 00 ~ LLI (n F— LU d A001 COVER SHEET N/A SITE PLAN BY DEP ENGINEER A200 GARAGE LEVEL PLAN A201 1ST FLOOR PLAN A202 2ND FLOOR PLAN A210 ARCHITECTURAL 1ST & 2ND FLOOR FRAMING PLANS A211 ARCHITECTURAL UPPER ROOF PLAN A301 EAST & WEST ELEVATIONS NORTH & SOUTH ELEVATIONS A302 A303 BUILDING SECTIONS & PLUMBING RISER A601 GARAGE & 1ST FLOOR REFLECTED CEILING PLANS A602 2ND FLOOR REFLECTED CEILING PLAN A801 TYPICAL WALL SECTION_ & DETAILS A802 FASCIA DETAIL A901 DOOR & WINDOW DETAILS E101 ELECTRIC RISER & PANEL SCHEDULE E201 GARAGE & 1 ST FLOOR ELECTRIC PLANS E202 2ND FLOOR ELECTRIC PLAN SO FOUNDATION NOTES Sa - Se STRUCTURAL PLANS E L IN w B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. SLAB ON VAPOR BARRIER 2" (ELEVATED 1 %2') QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST & 2ND FLOOR TIE PLUMBING FIXTURES: H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE WORK NECESSARY TO COMPLETE CONSTRUCTION: • BEAMS AND COLUMNS 1 1/2 " DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE FORMED CONCRETE BELOW GRADE 2" NATIONAL CONCRETE MASONRY ASSOCIATION. A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE "N.I.C" ' UNFORMED BELOW GRADE 3" FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP STRUCTURAL STEEL: DOOR THAT HAS A MIN. 29" CLEAR OPENING. m AND FINISHED PROJECT OTHER THAN ITEMS MARKED (NOT IN CONTRACT) ' WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 %" CLEAR AT TOP (EXTERIOR) A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE THERMAL MOISTURE PROTECTION: CLEAN UP /REPAIR: C •BEAMS 1 1/2" CLEAR TO STIRRUPS EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. COLUMNS 1 CLEAR TO TIES A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2014 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 C. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: m DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT 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. OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. D. GENERAL BEAM NOTES: (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGYKs B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 2) BUNDLE ALL STIR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. 1' Ks 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 � A001 MATCH ADJACENT AREAS AND SURFACES. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER ELECTRODES. B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY _ _ - STANDARD ASTM 13ENDING DIAGRAM. ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S CLIMATE & GEOGRAPHIC DESIGN CRITERIA: 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND RECOMMENDATIONS AND FLORIDA BUILDING CODE 2014. AT THE COMPLETION OF THE WINDOW AND DOOR HEADS. WORK, TH) CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE A. PER 2014 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 COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT WEATHERING IS CLASSIFIED AS 'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS WERY DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. HEAVY'. SEF ADrITIONAL NOTES UNDER EARTHWORK. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. GARAGE LEVEL DOOR SCHEDULE MARK SIZE TYPE NOTES WD HGT 1 3'-0" 9'-0" FRENCH -- 2 16'-0" 8 —0" OVERHEAD GARAGE DR -- 3 2'-6" 8'-0" FRENCH -- 4 3'-0" 7-0" EXT SWING PVC JAMB 5 2'-8" 7'-0" EXT SWING PVC- JAMB 7 2'-8" 8'-0" INT SWING (SC) MIN 1 3 8 THK, SELF CLOSER 8 2'-8" 8'-0$$ INT SWING (SC) MIN 1 3/8 THK, SELF CLOSER 9 2'-8" 8'-0" INT SWING (SC) MIN 1 3/8 THK, SELF CLOSER 10 2'-6" 8'-0" INT SWING SC -- 11 5'-0" 8'-0" INT SWING DBL (SC)-- 12 2'-8" 8'-0" INT SWING (SC) -- GARAGE LEVEL WINDOW SCHEDULE MARK IZE TYPE HEAD T NOTES WD HGT ELEV 1 2'— 11" 9'-0" SIDELIGHT 9'-0" -- 2 Z 11" 9'-0" SIDELIGHT 9'-0" -- 3 5'-0" 5'-6" CSMNT DOUBLE-- 4 4'-0" 5'-6" CSMNT DOUBLE 8'-0" -- 5 4'-0" 5'-0" CSMNT DOUBLE 8'-0" -- N 0. 2'-8" 50'-8" 8'-0„ 3'-8t, 5'-2" 45-6„ ? t ,:f t 1 3.11H111111NIHIMM11 IIM I I I� o 1'4" 32'-0" 1'4' 154" �o 002 N GARAGE mco 914" CIg N 49'-4" x 38'-10" 0? i LA 4 8 T-0" 12'-10" -0' 15-10" 1'-4" 15'4" co 'IT _. ao w r d' 5'-8" 0 3 M Ln 4,-0„ r co 0 CN 2'-8" L 4'-0" LOWER STAIR DETAILS 11 1-01' FLOOR TO FLOOR LOBBY Volume Gig L. 4'-4" , N CCU I - ii 11 ELEVATOR 0 11'-1 °Q 4'-8" BONUS ROOM 9' Clg 42'-4" x 19'-10" cV , O N 1 STORAGE e 9' C1g va 13'-2" x W-10" 00 13'-2" 36 4' T.S. COL THRU 1ST FLOOR - TO 2ND FLOOR BEAMS 38'-0" .o f 20'-6" GG4 ce) N bo bo FF II A E BELOW EL ATED DE L_ 12'-8" POOL ABOVE POOL EQUIP 6'-0„ . 8 o 005 NONE • 0111111 C a� _LIVING AREA CALCULATION 'I)' 1ST FLOOR LIVING 2691 SF '?'I 2ND FLOOR LIVING 1035 SF _3'I LOBBY 333 SF 4059 SF DETAIL AREA CALCULATION _ 1) 1 ST FLOOR LIVING 2691 SF 2j 2ND FLOOR LIVING 1035 SF 3;� LOBBY 333 SF BALCONY 1 80 SF BALCONY 2 200 SF BONUS ROOM 953 SF (30VERED ENTRY 59 SF GARAGE: 1837 SF OUTDOOR LIVING 313 SF - 7500 SF 200 SERIES KEYNOTES 200 - MIRROR 201 - BUILT-IN CABINETRY 202 - OPEN SHELVES 203 - CUSTOM CLOSET INTERIOR 204 - TEMPERED GLASS SHOWER ENCLOSURE 205 - CURB FOR SHOWER 206 - .. 207 - .. 208-.. 209 - ADJACENT WALLS TO HAVE MIN R-11 INSUL & MIN 1/2" GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION 210 - MIN 5/8" TYPE 'X' GYP BD FOR GARAGE CLG BELOW HABITABLE ROOMS 211 - T.S. COLUMN IN WALL 212 - T.S. COLUMN IN DECORATIVE COL/POST 213 - 42" HIGH CMU WALL 214 - .. 215 - 216 - 217 - 218 - 219 - 220 - REVISIONS BY DATE a Q PERMIT SETS SH 8.29.2016 3 Q STRUCTURAL COOR SH 9.7.2016 5 S 3 3 e 5 �s i �Zz ) _ a� r 5.41 4-1 r r A G41 A" 1ST FLOOR DOOR SCHEDULE MARK SIZE TYPE NOTES WD HGT 101 9'-0" 11'-0" SLD GLASS TRIPLE 102 8'-0" 9'-0" SLD GLASS TRIPLE -- 103 2'-8 10'-0" FRENCH -- 104 15'-0" 10'-0" SLD GLASS TRIPLE POCKET SGD 105 C_—V 10'-0" SLD GLASS -- 106 20'-0" 10'-0" SLD GLASS OXXO -- 107 12'-0" 10'-0" SLD GLASS TRIPLE -- 110 2'-6" 8'-0" Pocket Door -- 111 2'-6" 8'-0" Pocket Door -- 112 2'-8" 8'-0" INT SWING SC -- 113 4'-0" 8'-0" INT SWING DBL. (SC)-- 114 4'-0" 8'-0" PKT DBL. -- 115 4'-0" 8'-0" INT SWING DBL. (SC)-- 116 2'-8" 8'-0" INT SWING (SC)-- 117 2'-8" 8'-0" INT SWING (SC)-- 118 2'-6" 8'-0" Pocket Door -- 119 2'-8" 8'-0" 1 INT SWING SC) 1ST FLOOR WINDOW SCHEDULE MARK SIZE TYPE HEAD HT NOTES WD HGT ELEV 101 5'-0" 1'-6" FIXED 4'-6" BETWEEN CAB'S, VERIFY HT. & WIDTH 102 5'-0" 6'-0" CSMNT DOUBLE 9'-0" SILL ® COUNTER, VERIFY HT. 103 5'-0" 1'-6" FIXED 4'-6" BETWEEN CAB'S, VERIFY HT. & WIDTH 104 2'-6 5 —6 CSMNT 9'-0" -- 105 2'-6 5 —6" CSMNT 9'-0 -- 106 2'-6 5'-6" CSMNT 9'-0" 107 2'-0" 4'-0" CSMNT 9'-0" — 108 5'-0 6'-0" CSMNT DOUBLE 9'-0" -- 109 2'-0" 6'-0" CSMNT 9'-0" -- 110 2'-0 6'-0 CSMNT 9'—C — 111 4'-8" 6'-0" CSMNT DBL 9'-0" 112 3'-0" 3'-0" HOR SLIDE 8'-0" 1 ST FLOOR PLAN I� ;r: SCALE- 1/4" _: 1'-0" to T� 0 N 1` w �D E REMIONS BY DATE PERMIT SETS SH 8.29.2016 STRUCTURAL COORD SH 9.7.2016 4 2ND FLOOR DOOR SCHEDULE MARK SIZE TYPE NOTES WD HGT 201 10'-0" 8'-0" SLD GLASS -- 202 10'-0 8'-0" SLD GLASS — 203 2'-6" 8'-0" Pocket Door -- 204 2'-8" 8'-0" INT SWING (SC)-- 205 2'-8" 8'-0" IINT SWING SC 2'-8" 8'-0" INT SWING SC2'-8" 8'-0" INT SWING SC2'-8" F 8'-0" INT SWING SC2'-4" 8'-0" Pocket Door SWING SC -- 211 2'-8" 8'-0" INT SWING SC -- 212 2'-6" 8'-0" Pocket Door -- 2 22'-6" 8'-0 INT SWING (SC),-- 2ND FLOOR WINDOW SCHEDULE MARK SIZE TYPE HEAD NOTES WD HGT LE\HT E 201 2'-8" 5'-0" CSMNT 8'-0" EGRESS 202 2'-8" 5 —0" FIXED 8'-0" EGRESS 203 2'-8" 5'-0" CSMNT 8'-0" EGRESS 204 3'-0" 5 —0" FIXED 8'-0" -- 205 3'-0" 5'-0" FIXED 8'-0" -- 206 3'-0" FIXED 8'-0" -- 207 2'-0" 4 —6" FIXED 8'-0" 208 2'-0" 2'-0" FIXED 7'-0" _ -- 209 2'-0" 2'-0" FIXED 7'-0" _ -- 210 2'-6" 4'-6" CSMNT 8'-0" -- 211 3'-0 3'-0" HOR SLIDE 8'-0"-- 212 3'-0" 3'-0" HOR SLIDE 8'-0" -_ 40'-4" El 200 SERIES KEYNOTES 2.00 - MIRROR 201 - BUILT-IN CABINETRY 202 - OPEN SHELVES 203 - CUSTOM CLOSET INTERIOR 204 - TEMPERED GLASS SHOWER ENCLOSURE 205 - CURB FOR SHOWER 206-.. 207 - .. 209 - ADJACENT WALLS TO HAVE MIN R-11 INSUL & MIN 1/2" GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION 210 - MIN 5/8" TYPE 'X' GYP BD FOR GARAGE CLG BELOW HABITABLE ROOMS 211 - T.S. COLUMN IN WALL 212 - T.S. COLUMN IN DECORATIVE COL/POST 213 - 42" HIGH CMU WALL 214-.. 215 - 216- 217 - 218 - 219 - 220 - Ya 2ND FLOOR PLAN SCALE: 1 /4" = 1'-0" ,'k rm 0 N ti REVISIONS BY DATE PERMIT SETS SH 8.29.2016 STRUCTURAL COORC SH 9.7.2016 0, a 41; 1614"ib- Jtt J I NUU I UKAL F'LANJ FUN FINAL Ut516N IN STCLUDING STRUCTURAL BEAMS (CONCRETE A,ND STEEL), RUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS STRAPPPING, WIND PRESSURES, ETC. 2nd FLOOR FF►AMING & LOWER R0U'P PLAN SCALE. 3/16" = V-0" NOTE: j THIS PLAIu IS FOR INTENT OF DESIGN AND REFERENCE j SEE STRUCTURAL PLANS FOR FINAL DESIGN INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL), STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS S"'-RAPPPING, WIND PRESSURES, ETC. 1st FLOOR FRAMING PLAN SCf_LE: 3/16"-= 1'-0" I REVISIONS BY DATE Q PERMIT SETS SH 8.29.2016 Q STRUCTURAL COOR SH 9.7.2016 O N is 1` 0 Ll I� 0 1, 5fll' ' .�a 4-4 g� E ry rn� �-x J MENNEENEW e f .. lei No. l o', 4 8 I NOTE: THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE SEE STRUCTURAL PLANS FOR FINAL DESIGN INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL), STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS STRAPPPING, WIND PRESSURES, ETC. UPPER ROOF PLAN SCALE: 3/16" = V-0" REVISIONS BY DATE PERMIT SETS SH 8.292016 STRUCTURAL COORC SH 9.7.2016 �F. 4 � s � to xil G\ a a \\ tyw� 3' �%Ii 9a tY: z