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HomeMy WebLinkAboutBUILDING PLANSZONING DEVELOPMENT REGULATIONS (PER ST. LUCIE COUNTY LDC SECTION 7.04.00, TABLE 7-10) ZONING RS-4 REQUIRED PROPOSED LOT SIZE 8,000 S.F. - 10,000 S.F. +/-12,264 S.F. LOT COVERAGE (SEE CALCULATIONS, THIS SHEET) 30% = 3,679 S.F. (MAX) 23.05% = 2,827 S.F. ROADWAY FRONTAGE 30'-0" (MIN) 59'-0" FRONT SETBACK 25'-0" (MIN) VARIES (25'-6" MIN.) REAR SETBACK 15'-0" (MIN) VARIES (23'-10" MIN.) SIDE SETBACK T-6" (MIN) 8'-0" LEFT/ 8'-0" RIGHT STRUCTURE HEIGHT 35'-0' (MAX) +/-16' 2-1/2" 1. BUILDING HEIGHT IS THE VERTICAL DISTANCE BETWEEN MINIMUM FINISHED GRADE AND THE HIGHEST FINISHED MAIN ROOF STRUCTURE AND THE AVERAGE DISTANCE BETWEEN THE EAVES AND THE RIDGE OF SLOPED ROOF WITH A PITCH GREATER THAN A 4:12 RATIO, AREA CALCULATION FOR LOT COVERAGE FOOTPRINT 2827 SF 2827 SF * �LTE PLAN pILE Cep 1905�34D 0) REVISIONS r 0 PERMIT SET ISSUED r iI V 0 W n SCANNED BY St. Lucie County (MCEIVED MAY 3 5 1019 pgtmittin9 DePacttnent St. t'1Cie f..no BY DATE DWD 04,12.19 M 0 z O a F eD 0 F- z z w 0 J) U N U N O a` m 0 9-1 ABBREVIATIONS ABV. ABOVE H,C. HOLLOW CORE R.O. ROUGH OPENING ACOUS. ACOUSTICAL HDWD. HARDWOOD FWD. REDWOOD ADJ. ADJUSTABLE HOWE. HARDWARE R.W.L. RAIN WATER LEADER AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE BD, BOARD I.D. INSIDE DIAMETER SIFT. SHEET BLDG. BUILDING INCAND. INCANDESCENT SIM, SIMILAR BLK. BLOCK INSUL. INSULATION SQ. SQUARE BOT. BOTTOM INT. INTERIOR SST. STAINLESS STEEL CAB. CABINET JT. JOINT STD. STANDARD CER. CERAMIC LAM. LAMINATE STL. STEEL C.I. CAST IRON LAV. LAVATORY STOR. STORAGE CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED CONC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL CONN. CONNECTION MET. METAL T.C. TOP OF CURB CONT. CONTINUOUS I MANUFACTURER TEL. TELEPHONE CTSK COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVI DECOR, DECORATIVE MISC. MISCELLANEOUS THK. THICK DET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DOUGLAS FIR MTO. MOUNTED T.O.FR. TOP OF FRAMING DIA. DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER DIM, DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE DN. DOWN NO. NUMBER T.O.PL. TOP OF PLATE D.S. DOWN SPOUT N.T.S. NOT TO SCALE TYP. TYPICAL OWG. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE EA. EACH OBS. OBSCURE NOTED EL. ELEVATION O.C. ON CENTER VERT. VERTICAL ELEV. ELEVATOR O.D. OUTSIDE DIAMETER VEST. VESTIBULE ELEC, ELECTRICAL OFF. OFFICE V.G.D.F. VERTICAL GRAIN EQ. EQUAL OPNG. OPENING W/ WITH EXH. EXHAUST OPP. OPPOSITE W/O WITHOUT EXP. EXPANSION PL. PLATE W.C. WATER CLOSET EXT. EXTERIOR PLAS. PLASTER WD. WOOD EXIST. EXISTING PLYWO. PLYWOOD WOW. WINDOW F.F. FINISH FLOOR PR. PAIR W.H. WATER HEATER FLASH. FLASHING PRCST. PRECAST WSCT. WAINSCOT FLUOR. FLUORESCENT P.T. PRESSURE TREATED WT. WEIGHT FT. FOOT/FEET PTN PARTITION SYMB. SYMBOLS FTG. FOOTING Q.T. QUARRY TILE AND GA. GAUGE RAD RADIUS ANGLE GALV. GALVANIZED REINF. REINFORCE @ AT GL, GLASS REQ. REQUIRED CENTER LINE GR. GRADE RM. ROOM DIAMETER OR ROUND GYP. GYPSUM # POUND OR NUMBER H.S. HOSE BIBS PROJECT TEAM ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FL. 33444 561-243-0799(T) CONTACT: DON DURANTE EMAIL: don@stofft.com STRUCTURAL ENGINEER PROJECT CLASSIC,LLC. 7318 TEXAS TRAIL BOCA RATON, FL. 33487 561.544-7397(T),561-665-6438 (F) CONTACT: FARID ABUGATTAS, RE EMAIL: farid@projectclassic.com CONST ' UCTION NOTES, SPECIFICATIONS AND GENERAL REQUIREMENTS DRAWING NOT TO SCALE,LANDSCAPING SHOWN IS DIAGRAMMATIC ONLY 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 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 CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR GEOLOGICAL REPORTS. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH B. FOUNDATIONIS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL 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 THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE 2500 PSF. FINAL WRITTEN VERIFICATION A 'ITY OF SH LL BE SENT TO THE BEARING CAPACITY 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. TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACTTHE O ARCHITECT PRIOR TOT HE START OF CONSTRUCTION. OWNERAND ARIA BEARING POINTS ETC. CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM A NING CHARGE OVER ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS THE PRIME PROFESSIONAL F RECORD WHO MUST REVIEW 0 EW PROPOSED CHANGES AND 2 " C. PROVIDE 4"X4" POSTS OR ( ) 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 GRUBBING 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 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; POURING OF FOUNDATION. D. ALL SUB -SILLS, OVER F-O" IN LENGTH SHALL BE DOUBLE 2"X4"s. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR CODES: D. SOIL SHALL BE COMPACTED A MIN. OF MODIFIED PROCTOR (ASTM D7557) TO A OD CONSTRUCTION; AMERICANPLYWOOD GN Sp SASSOCIAT DISTANCE OF 5 FEET BEYOND ALLLL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE Z X4"s, SPIKED TOGETHER wl 168S @ 5" O/C STAGGERED MAY BE USED IN LIEU CIIFICATION: AMERICAN PRESERVERS ON STANDARDS;SOCIATION, NATIONAL A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE SHALL BE PERFORMED FOR EACH SQUARE FEETAREA. DENSITY TESTS ARE. PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OF 4"X4" POSTS WHERE CONTAINED WITHIAPWALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BE MADE 12 INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TESTIS) FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES, CONTRACTOR AND FIELD DENSITY TESTES) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. C. DESIGN FABRICATION AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TIMBER CONNECTION C. ALL TIM S ARE TO BE MADE USING PREFABRICATED CONNECTORS. SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE N WELL GRADED SAND CLASSIFICATION W PER ASTM D2487-69 E. FILL SHALL BE CLEAN. S CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. OWING STA S APPROVED SEPARATING MATERIAL R V GALVANIZED TREATED, HAVE AN A O HAVE A G LV NIZED ANCHOR TOE NAIL -LNG 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 LISP 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 318-14 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 2017. 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 530-13/ASCE 5-131TMS 402-13). BUILDING ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD P$-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-2015). 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: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL REQUIREMENTS OF ACI. 318-14. A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS AND SHALL H. ALL BEA G WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN CEMENT: ASTM C-150 TYPES I OR 11. LOW ALKALI, SILL TESTED AND SHALL BE IN ACCORDANCE WITH ACI 530-13/ASCE 5-13/TMS 402-13, BUILDING CODE 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. B. PORTLAND 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) MORE THAN 0.2 PERCENT. 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: GRADE, 4 PLY, OAPPLY WITH FACE GRAIN 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 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 ASTM C-33 FOR SLABS ON GRADE. CORNERS, HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT, PLACING OF HORIZONTAL J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS D. AGGREGATES: 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 1a%" THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING .JOB CONDITIONS: E. SAND: ASTM C-33 FOR SLABS ON GRADE. REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL 8E GALVANIZED. NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND I 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 AREA SHALL CLASSIFIED CATEGORY I AND SHALL 8E 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 0 IMPACT OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS 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 &SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING BIDS SHALL NOT BE SUBMITTED CONSTRUCTION CONTRACTS NEGOTIATED BY THE H. 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, ,BATH GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION IC 2,500 PSI FOR FOOTINGS & SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 E. MASONRY UNITS SHALL BE ASTM C-9TYPE II WITH MINIMUM COMPRESSIVE STRENGTH COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 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 INDIVIDUALL 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 318-14) 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, WING60 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 ING OF THE FINISHED FLOOR IN WALLS .WELDED E FABRIC SHALL COMPLY WITH ASTM A-185 UNLESS SPECIFICATIONS. WIRE 60. A T CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS ALL HE DING TUB &SHOWER EN SURROUNDING CLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY It F BEING PE EXISTING BUILDING AND / OR AS AN ADDITION C. I WORK IS AN EXIS G O RATING IFIED ABRIC 2 LEAR FROM TOP OF THE SLAB IN SLAB ON OTHERWISE SPEC . PLACE F C F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH D ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION FABRICATE I GLAZING PRODUCTS, ALTERATION(S) TO AN EXI TONG BUILDING, E CONTRACTOR SHALL VERIFY EXISTING A B IL S L THE CONDITIONS WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND F INCHES U.N.O. ALL REINFORCING STEEL SHALL BE GRADE LAP ALL WINE A MINIMUM O 6 C S U MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION 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 MS. AN DISCREPANCIES IN GRADE LAP ALL BARS MINIMUM 48 DIA, U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN STRENGTH IS REQUIRED FOR THIS PROJECT. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. RC G. GROUT SHALL BE A HIGH SLUMP MIX (W-11") IN ACCORDANCE WITH ASTM THE FLOOR OF THE TUB OR SHOWER. WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE 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. WINDOWS SHALL SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. SECTION AND DETAILS F. EGRESS 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 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 EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). PER 2017 FBC-RESIDENTIAL, BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE SECTION R310. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. NONSTRUCTURAL MEMBERS DURING CONSTRUCTION. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION 1ST & 2ND FLOOR TIE G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE -SLAB ON VAPOR BARRIER 2" (ELEVATED i Yz") PLUMBING FIXTURES: CODE. WORK NECESSARY TO COMPLETE CONSTRUCTION: ' BEAMS AND COLUMNS 1 112" DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND ' FORMED CONCRETE BELOW GRADE 2" NATIONAL CONCRETE MASONRY ASSOCIATION. A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE " UNFORMED BELOW GRADE 3" " FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP STRUCTURAL STEEL: PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) " WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE DOOR THAT HAS A MIN. 29" CLEAR OPENING. HOWEVER, IF ONLY A TOILET ROOM IS - SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Yi' CLEAR AT TOP (EXTERIOR) PROVIDED AR GRADE LEVEL, SUCH TOILET ROOMS SHALL HAVE A CLEAR OPENING OF NOT CLEAN UP / REPAIR: BEAMS 1 1I2" CLEAR TO STIRRUPS A. WORKMANSHIP: WORK SHALL COMPLY WITH AA.S.C. LRFD 13TH EDITION, UNLESS MORELESS THAN 29 INCHES, PER 2017 FBC-RESIDENTIAL, SECTION R320.1.1. "COLUMNS 1 1/2" CLEAR TO TIES EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. THERMAL MOISTURE PROTECTION: A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017 DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT, D. GENERAL BEAM NOTES: (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2. 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN MASONRY WALLS A MINIMUM OF R-41N CLIMATE ZONE 1, R-6IN CLIMATE ZONE 2. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW DIA), TO FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO BEAMS. PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY MATCH ADJACENT AREAS AND SURFACES. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER ELECTRODES. CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. STANDARD ASTM BENDING DIAGRAM. CLIMATE & GEOGRAPHIC DESIGNCRITERIA: 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND S. ROOF I TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY WINDOW AND DOOR HEADS. ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S 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 RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE 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. WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT SUPPORT U.N.O. OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. DC��OC�I�] [�LQL�LaI�]C�ii CG�� BUILDING CLASSIFICATION: CODE EDITIONS: Florida Building Code (FBC) 2017 FBC 2017 CHAPTER 3, GROUP R-3 OCCUPANCY National Electrical Code (NEC) 2014 TWO-STORY, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE: FBC2017 CHAPTER 6, TABLE 601 V-B TABLE 504.3: ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: 40'4% NON -SPRINKLED TABLE 504.4; ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE: 3-STORIES, NON -SPRINKLED TABLE 506.2: ALLOWABLE AREA FACTOR: UNLIMITED S.F., NON -SPRINKLED WIND LOADS AS PER FBC 2017 EDITION AND ANSI/ASCE 7-10 SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DESIGN PARAMETERS. RESIDE IAL CODE INFORMATION ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 EDITION. THE CODE IS COMPII..ED 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 INDEX N g W o_ a 0 ARCHITECTURAL CS COVER SHEET SP SITE PLAN A101 FLOOR PLAN A201 ROOF PLAN A301 FRONT & RIGHT ELEVATIONS A302 REAR & LEFT ELEVATIONS A303 BUILDING SECTION A -A & WINDOW/ DOOR SCHEDULES A401 REFLECTED CEILING PLAN A501 TYPICAL WALL SECTIONS A601 WINDOW & DOOR DETAILS A701 TYPICAL DETAILS, PLUMBING RISER & NOTES E101 ELECTRICAL PLAN, RISER, & SCHEDULES STRUCTURAL S1 FOUNDATION, COLUMN PLAN, & DETAILS S2 ROOF FRAMING PLAN & DE ETAILS TAILS S3 STRUCTURAL DETAILS S4 STRUCTURAL NOTES & DETAILS 15 _ae � 16�4, e.Jr Cie REVISIONS BY DATE ^ / \ PERMIT SET ISSUED DWD 0412.19 In o O I 1-4 Q � U Q i� rT N PLI M o "1 -1 coo wr Ile a t 0 Cyi��J i� ,i r �a loatawsom Job No.1306083 APR t o ?mq FL-001HO5 - 003i79 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E, STOFFT, ARCHITECTS, PA. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FORAPPROVAL BEFORE PROCEEDING E WITH FABRICATION ALL RIGHTS RESERVED ONiTEMS SO NOTED. ARCHITECT, RANDALL STOPFTARCHITECTS PA. C s c ri �•Z I I REVISIONS I BY I DATE PERMIT SET ISSUED DWD 04. 12,19 ZONING DEVELOPMENT REGULATIONS (PER ST. LUCIE COUNTY LDC SECTION 7.04.00, TABLE 7-10) ZONING RS-4 REQUIRED PROPOSED LOT SIZE 8,000 S.F. - 10,000 S.F. +/-12,264 S.F. LOT COVERAGE (SEE CALCULATIONS, THIS SHEET) 30%= 3,679 S.F. (MAX) 23.05%= 2,827 S.F. ROADWAY FRONTAGE 30'-0" (MIN) 59'-0" FRONT SETBACK 25'-0" (MIN) VARIES (2&4' MIN.) REAR SETBACK 15'-0" (MIN) VARIES (23'-10" MIN.) SIDE SETBACK 7'-6" (MIN) 8'-0" LEFT/ 8'-0" RIGHT STRUCTURE HEIGHT 35'-0' (MAX) +/-16' 2-1/2" 1. BUILDING HEIGHT IS THE VERTICAL DISTANCE BETWEEN MINIMUM FINISHED GRADE AND THE HIGHEST FINISHED MAIN ROOF STRUCTURE AND THE AVERAGE DISTANCE BETWEEN THE EAVES AND THE RIDGE OF SLOPED ROOF WITH A PITCH GREATER THAN A 4:12 RATIO. AREA CALCULATION FOR LOT COVERAGE FOOTPRINT 2827 SF 2827 SF SITE PLAN N d' O W ca 6" x 6" x 1/4" STEEL BASE PLATE (ASTM A36) 3/8" DIA. x 3" ITW S.S. WEDGE ANCHOR STEEL BOLLARD 1-1 /2"= l'-O" 3" DIA. STEEL PIPE BOLLAD, PAINTED (ASTM A36) 1/4" FILLET WELD AROUND BASE OF BOLLARD MIN. 4" CONCRE i E FLOOR SLAB 3/8" DIA. x 3" ITW S.S. WEDGE ANCHOR 3" DIA. STEEL PIPE BOLLAD, PAINTED (ASTM A36) 1/4" FILLET WELD AROUND BASE OF BOLLARD 4 6" x 6" x 1/4" STEEL 6" BASE PLATE (ASTM A36) STEEL BASE PLATE 1-1 /2"=V-0" SEE SHEET A303 FOR WINDOW & DOOR SCHEDULES A -A A303 1 A302 FLOOR PLAN 07 1 A301 A -A A303 A.C. CUBIC VOLUME: I FLOOR & ATTIC SPACE = = 18,377 1 st FLOOR PLAN 100 SERIES KEY NOTE LEGEND 101 BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE CLOTHES DRYER, 102 BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE CLOTHES WASHER. 103 CHROME FRAME & TEMPERED GLASS SHOWER ENCLOSURE & DOOR SYSTEM. 104 SAND SET PAVERS ON GRADE. MAX. 2% HORIZONTAL SLOPE. 105 16" DEEP x IS" HIGH SHOWER SEAT. BUILDER SUPPLIED & INSTALLED 36"x66" ROMAN STYLE TUB SET IN TUB DECK. 106 VERIFY UNDERMOUNT OR DECK MOUNT TUB & LOCATION OF TUB CONTROLS. 107 22" x 54" ATTIC ACCESS HATCH IN GARAGE ONLY. SEE DETAIL ON DETAIL SHEET. 108 22" x 36" ATTIC ACCESS HATCH. SEE DETAIL ON DETAIL SHEET. AIR HANDLING UNIT #1 IN ATTIC HUNG FROM ROOF TRUSSES, SEE MECHANICAL 09 PLANS. A.C. COMPRESSOR #1 ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. VERIFY SIZE 110 OF PAD w/ A.C. COMPRESSOR SPECIFICATION. SEE STRUCTURAL DWGFOR CONCRETE PAD DETAILS. l l l BUILDER SUPPLIED & INSTALLED STAINLESS STEEL 36" REFRIGERATOR/ FREEZER COMBO. SEE KITCHEN NOTE BELOW. 112 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL SLIDE IN ELECTRIC RANGE w/ VENTILATOR HOOD ABOVE. VENT PIPE THROUGH ROOF. SEE KITCHEN NOTE BELOW. 113 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL, UNDER MOUNT, SINGLE BOWL SINK w/ GARBAGE DISPOSAL, SEE KITCHEN NOTE BELOW. 114 BUILDER SUPPLIED & INSTALLED UNDER COUNTER WINE REFIR.OERATOR. SEE KITCHEN NOTE BELOW. 115 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL MICROWAVE ABOVE RANGE. SEE KITCHEN NOTE BELOW. 116 3" DIA. STEEL PIPE BOLLARD BOLTED TO CONCRETE SLAB. SEE DETAIL THIS SHEET. 117 BUILDER SUPPLIED & INSTALLED 50 GALLON ELECTRIC HOT WATER HEATER w/ HEAT PUMP. BUILDER SUPPLIED & INSTALLED VENTILATED, VINYL COATED, CLOSET I1S SHELVING. 119 12"xl2" SCREEN ENCLOSURE FOOTING. SEE STRUCTURAL DWO'a FOR DETAILS. 120 NOT USED. 121 BUILDER SUPPLIED & INSTALLED SAND SET PAVERS. 122 36" HIGH PREP COUNTERTOP w/ CABINETS ABOVE & BELOW. SEE KITCHEN NOTE BELOW. 123 36" HIGH (FINISHED) PREP COUNTERTOP w/ CABINETS BELOW. SEE KITCHEN NOTE BELOW. 124 36" HIGH (FINISHED) COUNTERTOP w/ KNEESPACE. PROVIDE 2x6 WOOD STUD KNEEWALL SUPPORT BELOW. SEE KITCHEN NOTE BELOW. 125 36" HIGH (FIMSHED) BATHROOM VANITY w/CABINET BELOW. 126 NOT USED. 127 HOSE BIB. 128 LATTICE PANEL ABOVE. SEE ELEVATIONS. 129 BUILDER SUPPLIEDY & INSTALLED VANITY MIRROR, PULL VANITY WIDTH, MIN. 42" HIGH ABOVE VANITY TOP. 130 42"HIGHKNEEWALL. 131 VINYL. FAUX SHUTTERS. SHUTTERS TO BE 1/2 THE WINDOW WIDTH, UNLESS NOTED OTHERWISE. SEE ELEVATIONS & BUILDING SECTION. 132 +/- 1-1/4" STUCCO COLUMN BUMP OUT. SEE ELEVATIONS. 133 MIN. R-ll BAIT. INSULATION IN CAVITIES BETWEEN STUDS BETWEEN AIR CONDITIONED & NON -AIR CONDITIONED SPACE. NOTES: 1. VERIFY ALL KITCHEN APPLIANCE SPECIFICATIONS & LOCATIONS, AS WELL AS CABINETRY w/ KITCHEN CABINET SUPPLIER. GARAGE NOTES; 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. 2. THE GARAGE SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE THE GARAGE BY NOT LESS THAN 5/8" TYPE'X' GYP. BOARD APPLIED TO THE GARAGE SIDE. 3. DUCT WORK WHICH PENETRATES THE WALLS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE CONSTRUCTED OF A MIN. OF NO.26 GAUGE SHEET METAL OR OTHER APPROVED MATERIAL. ALL OTHER PENETRATIONS TO BE PROTECTED AROUND THE OPENING BY AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 4. INTERIOR SIDE OF GARAGE EXTERIOR CMU WALLS TO BE SKIM COAT STUCCO. ALL OTHER WALLS TO BE PAINTED GYP. BOARD AS NOTED ABOVE. 5. PROVIDE MIN. R-13 BATT INSULATION IN STUD WALL CAVITY FOR WALLS SEPARATING GARAGE FROM INTERIOR AIR CONDITIONED SPACE. 6. GARAGE TO BE EITHER MECHANICALLY VENTILATED OR VENTILATED w/ THE USE OF OPENINGS IN THE CMU wl RODENT SCREENS. SEE VENTILATION CALCULATIONS THIS SHEET. :ONDITIONED -CULATION 1976 SF 1976 SF TOTAL NON -AIR CONDITIONED + AIR CONDITIONED AREA CALCULATION 2-CAR GARAGE 483 SF A/C - 1ST FLOOR 1976 SF COVERED ENTRY 44 SF COVERED OUTDOOR 321 SF ENTERTAINING TOTAL AREA 2824 SF GARAGE VENTILATION CALCULATIONS PER 2017 F$C-MECHANICAL VENTILATION PER SECTION 403, TABLE 403.3.1.1: OCCUPANCY: GARAGE (483 S.F.) CFM/ CAR: 100 CFM # OF CARS: 2 CFM REQUIRED: 2 x 100 = 200 CFM WIND @ 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 (2), 8"xl6" VENT BLOCK REQUIRED. W L) I -- REVISIONS PERMIT SET ISSUED pm a aa.-- M O G 0 u A -A A303 1 A302 WOOD ROI TRUSSES SPACI @ 24" O.C. M/ (SEE STRUCTURAL DWG ROOF PLAN DWG's) PROVIDE 1/2"0 THREADED ROD wl WASHERS & DOUBLE NUTS @ E.E., RUN ROD FROM CHANNEL BELOW UNIT UP THRU TOP CHORD OF ROOF JOIST. ROOF TRUSS STRUCT. SUPPORT SYSTEM Z PPLY AIR DUCT a w w u) RET. AIR DUCT I �� L SLOPE CD 1/8"/FT. MIN. PROVIDE CD DRAIN TRAP W/ MIN. 2" WATERSEAL PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS NOTE: PROVIDE A FLOAT SWITCH IN DRAIN PAN INTERLOCKED WI AHU CONTROL CIRCUIT. NOT TO SCALE NOTES: THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) REFER TO STRUCTURAL ENGINEERING'S' SHEETS FOR COMPLETE STRUCTURAL & ROOF INFORMATION. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. �Z N TOM REVISIONS BY DATE QPERMITSETISSUED DWD 04.12A9 W ' �QO � W a � Qw � U W � N O c f—�-I 1 Q a - amwoommo AIMEE momamonm Job No.1306083 �sl ij APR 10 ?ma Fl,--00=5 F _ I s ALL IDEAS. DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED. & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02019. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. A201 TOP OF BEAM ELEVATION OIL @+11'-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+Y-4" ABV FIN. FLOOR 1 A301 TOP OF SLAB ELEVATION @ 0'-0"OIL _ _- GARAGE TOP OF SLAB ELEVATION @ 4-6" B.F.F. TOP OF BEAM ELEVATION r @+1 V-V ABV FIN. FLOOR CP I. TOP OF BEAM ELEVATION @+9'4' ABV FIN. FLOOR 006 I 2 A302 Y I � TOP OF SLAB ELEVATION @ 0'-0" GARAGE TOP OF SLAB ELEVATION @ -0'4" B.F.F. 12 001 61 -L-11--- NEW �M�:IN - C I 0 TOP OF BEAM ELEVATIObIIII @+1 V-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'-4" ABV FIN. FLOOR 1 I A302 TOP OF SLAB ELEVATION @ 0'-0" K1UH i tLtVHI ION 1 /4"=1'-0" MATERIAL, LEGEND MARK MATERIAL MARK MATERIAL 001 S V CRIMP METAL ROOF, NATURAL (GRAY) COLOR Oil DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONS FOR MOUNTING HEIGHTS TO CENTER OF FIXTURE) 002 SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE 012 IMPACT RATED ALUMINUM WINDOW ONLY (SEE DETAIL AS INDICATED) (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY 013 FACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 IMPACT RATED ALUMINUM FRENCH DOOR (SEE DOOR SCHEDULE) 00S TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF 01 S IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY SIDELIGHT (SEE DOOR SCHEDULE) 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 IMPACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE) 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 017 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR(SEE DOOR SCHEDULE) 008 6" x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 018 A.C. COMPRESSOR (SEE FLOOR PLAN (SEE TYPICAL WALL SECTIONS) 009 6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET 019 VINYL VERTICAL FAUX WINDOW SHUTTER (1 /2 WIDTH OF (SEE DETAIL AS INDICATED) THE WINDOW UNLESS NOTED OTHERWISE) 010 DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD, 020 FIXED LATTICE PANEL. (SEE DETAIL AS INDICATED) GENERAL ELEVATION NOTES: 1. ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWN ON STRUCTURAL DWG's. 2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES. 3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION, 4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE. L - �IDI�II TOP OF BEAM ELEVATION @+I V-1" ABV FIN. FLOOR 006 cp F- TOP OF BE ELEVATION C7 @+9'-4" ABV FIN. FLOOR w NN 0 00 003 z - � 2 `7 A301 011 � FRONT ELEVATION 1 /4"=1'-0" 0) TOM I N TOM we O H W U) uj 0.. REVISIONS BY DATE 1 QPERMIT SET ISSUED DWD 04,12.19 s,. 2 E" REVISIONS BY DATE QPERMIT SET ISSUED DWD 04.12.19 TOP OF BEAM ELEVATION @+11'-1"ABV FIN. FLOOR cp TOP OF BEAM ELEVATION @+9-4- ABV FIN. FLOOR I 1 A302 � I � TOP OF SLAB ELEVATION @ U-0• GARAGE TOP OF SLAB ELEVATION @ 4-6" B.F.F. OILT—OP OF BEAM ELEVATION @+11'-1°ABV FIN. FLOOR _ 01 TOP OF BEAM ELEVATION @+9'4• ABV FIN. FLOOR OIL TOP OF SLAB ELEVATION @ U-0" 005 MIN. 3 OUTRIGGERS ONSIDE o noa 019 r.i;a 16 ON SIDE , 0 � 005 007 r M ---------------------------------------- 6 4'-0" , r � — — — — --- — — — — — — — — — — — — I-- — — — — -4- --1 — — I I r MIN. 49" RETURN ON SIDE TOP OF BEAM ELEVATION @+I V-1" ABV FIN, FLOOR 008 _ — — — — TOP OF BEAM ELEVATION @+9'.4" ABV FIN. FLOOR 1 A301 TOP OF SLAB ELEVATION LEFT ELEVATION 1/4"=1'-0" MATERIAL. LEGEND MARK MATERIAL MARK MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR 011 DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONS FOR MOUNTING HEIGHTS TO CENTER OF FIXTURE) 002 SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE 012 IMPACT RATED ALUMINUM WINDOW ONLY EE DETAIL AS INDICATED) (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY 013 IMPACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 IMPACT RATED ALUMINUM FRENCH DOOR (SEE DOOR SCHEDULE) 005 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF 015 IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY SIDELIGHT (SEE DOOR SCHEDULE 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 IMPACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE) 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 017 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR F.E DOOR SCHEDULE) 008 6" IS" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 018 A.C. COMPRESSOR (SEE FLOOR PLAN) (SEE TYPICAL WALL SECTIONS) 009 6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET 019 VINYL VERTICAL FAUX WINDOW SHUTTER (1/2 WIDTH OF (SEE DETAIL AS INDICATED) THE WINDOW UNLESS NOTED OTHERWISE 010 DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD, 020 FIXED LATTICE PANEL. (SEE DETAIL AS INDICATED) GENERAL ELEVATION NOTES: 1. ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWN ON STRUCTURAL DWG's. 2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES. 3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION. 4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE. 006 Is � A302 sa � f O i II O -- I -- — --— ----- ---_....—---- — — _ TOP --- — — — — -- -- — — — -- ELEVATION i O18 007 012 005 007 005 0t3 I Olt 020 005 007 012 005 i REAR ELEVATION A303 TOP OF BEAM ELEVATIO TOP OF BEAM ELEVATION 1!!M t I` 1 s a x CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) TOP OF BEAM ELEVATION 6+1l'-1' ABV FIN. FLOOR TOP OF BEAM ELEVATION T4;ABV FIN. FLOOR STUCCO BAND 1 (SEE ELEVATIONS) A302 ELEVATION @ V-0" 1st FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Manufacturer Model ProductApproval# ApprovedPressure Required Pressure Color Notes SIZE Number Interior Exterior poor Size - PR WxH Interior I Exterior 101 T-0" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD FOYER THERMA-TRU CORP. SMOOTH STAR SERIES FL#12334.7 +50.0 PSF, -50.0 PSF +41.92 PSF, -45.81 PSF WHITE RAISED PANEL, STEEL DOOR w/ 16" SIDELIGHT 102 2'-8" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM MASTER BEDROOM LAWSON INDUSTRIES, INC. LA PORTE NOA #17-1212.09 +76.0 PSF, -76.0 PSF +43.61 PSF -47.05 PSF WHITE FRENCH DOOR 103 12'-0" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM GREAT ROOM LAWSON INDUSTRIES, INC. SGD9200 NOA# 17-1212.05 +56.7 SPF, -65 PSF +39.13 PSF, 43.01 PSF WHITE 3-PANEL STACKING SLIDING GLASS DOOR 104 2'-8" x B'-O" ALUMINUM ALUMINUM ALUMINUM ALUMINUM BATH #2 LAWSON INDUSTRIES, INC. LA PORTE FL#5891.5 +67.0 PSF, -67.0 PSF +43.61 PSF -47.05 PSF WHITE FRENCH DOOR 105 2'-8" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD GARAGE THERMA-TRU CORP. SMOOTH STAR SERIES FL#5891.5 +67.0 PSF, -67.0 PSF +43.61 PSF, -56.09 PSF WHITE RAISED PANEL, STEEL MAN DOOR 106 16'-O" x 8'-0" STEEL REINFORCED STEEL REINFORCED WOOD WOOD 2-CAR GARAGE DAB DOOR COMPANY, INC. MODEL 824/811 NOA# 15-0302.01 +48 PSF, -52 PSF +38.27 PSF, -46.22 PSF WHITE RAISED PANEL, OVERHEAD STEEL GARAGE DOOR 1st FLOOR INTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Remarks Number SIZE Type Door Size - PR WxH Material Type 110 PR 2'-0" x 8'-0" PRE -HUNG RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM #4 111 PR T-4" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG SITTING/ FUTURE BEDROOM #4 CLOSET 112 4 1'-0" x 8'-0" PRE -HUNG, LOUVERED WOOD WOOD BEDROOM #2 CLOSET 113 2'-8" x 8'-0" PRE -HUNG RAISED PANEL WOOD PRE -HUNG BEDROOM #2 114 2'-8" x 8'-0" PRE -HUNG RAISED PANEL WOOD PRE -HUNG HALL CLOSET 115 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #3 SEE INTERIOR DOOR NOTE #2 116 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. 117 2'-6" x 8'-0" PRE -HUNG RAISED PANEL WOOD PRE -HUNG MASTER BATH 118 4 9" x 8'-0" PRE -HUNG, LOUVERED WOOD WOOD SITTING/ FUTURE BEDROOM W.I.G. 119 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BEDROOM W.I.C. 120 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BEDROOM 121 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #3 122 PR 1'4" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG BEDROOM #3 CLOSET 123 2'-6" x 8'-0" 1 PRE -HUNG RAISED PANEL WOOD PRE -HUNG BATH #2 f24 2'-10" x 8'-0" 1 PRE -HUNG, RAISED PANEL WOOD PRE -HUNG 2-CAR GARAGE SEE INTERIOR DOOR NOTE #1 125 T-0" x 8'-0" 1 PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. INTERIOR DOOR NOTES: 1. GARAGE DOOR TO BE MIN. 1-3/8" THICK, BE SELF -CLOSING, & HAVE SOLID RABBETED JAMBS PER 2017 FLORIDA BUILDING CODE, RESIDENTIAL, SECTION R302.5.1. 2. PROVIDES 29" CLEAR OPENING, SEE NOTE W ON COVER SHEET. 1st FLOOR WINDOW SCHEDULE Number Size Sill Height Head Height Frame MaterialType Location Manufacturer Model ProductApproval# Approved Pressure Required Pressure Color Notes Width Height Interior Exterior 101 2'-0" 4'-2" 3'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG UTILITY ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +45.87 PSF, -49.76 PSF WHITE 102 3'-0" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG SITTING/ FUTURE BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +44.02 PSF, -57.72 PSF WHITE EGRESS WINDOW 103 Y-O" 6-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG SITTING/ FUTURE BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +44.02 PSF, -47.91 PSF WHITE EGRESS WINDOW 104 6'-0" V-2" 1'-10" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #2 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +41.95 PSF, -53.59 PSF WHITE EGRESS WINDOW 105 64" 5'-0" Y-O" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG MASTER BATH LAWSON INDUSTRIES INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +42.91 PSF, -46.08 PSF WHITE 106 2'-8" 5'-0.1 T-0" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG MASTER BATH LAWSON INDUSTRIES INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +44.87 PSF, 48.76 PSF WHITE 107 2'-8" 6'-2" V-10" V-0" ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +40.31 PSF, -50.31 PSF WHITE EGRESS WINDOW 108 5'-0" 6'4" 1'-10" V-0" ALUMINUM ALUMINUM FIXED MASTER BEDROOM LAWSON INDUSTRIES, INC. PW4200/6200 NOA# 17-1212.13 +68 PSF, -68 PSF +40.31 PSF, -50.31 PSF WHITE 109 2'4" V-2" 1'-10" V-0" ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +40.31 PSF, -50.31 PSF WHITE EGRESS WINDOW 110 2'-8" 6-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +41.01 PSF, -51.87 PSF WHITE 111 2'-8" 6'-2" V-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +41.01 PSF, -51.87 PSF WHITE 112 2'-8" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +41.01 PSF, -51.87 PSF WHITE 113 6'-0" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +41.95 PSF, -53.59 PSF WHITE EGRESS WINDOW 115 T-O" 5'-2" 2'-2" 7-4- ALUMINUM ALUMINUM SINGLE HUNG 2-CAR GARAGE LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +44.54 PSF, 48.43 PSF WHITE 6 O.H. OUTDOOR ROOM SEE TYPICAL WALL SECTIONS FOR ROOF CONSTRUCTION DETAILS SEE TYPICAL WALL SECTIONS FOR ROOF INSULATION DETAILS SAND -SET--" MONOLITHIC FOOTING PAVERS & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) RAISED ISLAND (SEE FLOOR PLAN) WOOD ROOF TRUSSES (SEE STRUCTURAL DWG's) NG 12 6 MONOLITHIC FOOTING & 4" CONCRETE SLAB ON GRADE wl VAPOR BARRIER (SEE STRUCTURAL DWG's) 5 V CRIMP METAL ROOF (SEE ELEVATIONS & TYPICAL WALL SECTIONS) CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) \ FOAM & STUCCO j OUTRIGGER & BRACKET (SEE ELEVATIONS & TYPICAL WALL SECTIONS) I TOP OF BEAM ELEVATION �� STUCCO BAND m @+11'-1"ABV FIN. FLOOR 7,; ,. �- (SEE ELEVATIONS) TOP OF BEAM ELEVATION @+914"ABV FIN. FLOOR V�1>512 LATTICEPANEL DETAIL FOYER (SEE ELEVATIONS)VINYL FAUX SHUTTER(SEE ELEVATIONS)STUCCO SILL (SEE ELEVATIONS) STUCCO WATER TABLE (SEE ELEVATIONS) 0'-0" BUILDING SECTION A -A 1 /4"=1'-0" 10 r N r O REVISIONS BY DATE n. M Q PERMIT SET ISSUED DWD 04.12.19 M m N 0 N 0) 3 a a I 0 0 0 L rn I� m m W (7 n o Q Q ILL w GI -I UL UL 21) r /'\ O M m 0 0 Z z o w cV CD O C1 o 2 1�1 � } M U r �t 4s C� CCB a U C� STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE MASTER BEDROOM 0 1514' A "A" 9'-4" C.H. 0 0 BATH J" A 9' 2' 0 0 VP 1 9'-4" C.H. EXF El BEDROOM #2 (D g'-4" C.H. 3'-0- MAX. LINE OF ROOF OVERHANG STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) CHI LINE OF ROOF OVERHANG 'Jam ��R�YA 0 9'-4" C.H ENtUTDOOR ERTAINING ll'-E, x 2�"2' 9'4" C.H. El (3�REAI' L6 0 9'-4" C.H. 0 22"x36" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION wl TRUSS PLACEMENT BATH #3 VP �J' A ------ 94" C.H. 13 Dj FOYE'R EXF V-411 DEN/ 4A 1 V-4' U�' 9'-4" C.H. TEXTURED COVE D STUCCO CEILING ENT Y 11' 1" C.H. 7 FLAT HEADER BOTTOM @ 9'-6" A. F.F. (TYP. OF 4 SEE ELEVATIONS) 6"x6" FOAM & SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) TEXTURED STUCCO CEILING 0 B'FAST 9'-4" C.H. i '(j 1 P�- 0 0 9'-4" C.H. VERTICAL LOUVERED FIXED PANEL (TYP. OF 4 SEE ELEVATIONS) 0 STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) FLAT HEADER BOTTOM @ 8'-0" kF.F. (SEE ELEVATIONS) LINE OF ROOF OVERHANG RsDic BEDROOM #3 1 T-2, x 12�0` 9'-4"C.H. ARHANDLER I 2 GAFYZA:,E' 9,41 H. (2) RATH #2 0 9'-4" C.H. VP 13 EXF 4- AIR HANDLING UINT IN ATTIC SPACE HUNG FROM ROOF TRUS (EXACT LOCATION TO BE DETERMINED IN FIELD) 22"x54" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION wl TRUSS PLACEMENT 6"x6" FOAM & SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) R E F L E 114"=l.-O.. STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) 4( LINE OF ROOF OVERHANG PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE LINE OF ROOF OVERHANG CTED CEILING PLAN TOM I qq C) Lu cua) Lu CL 14 REVISIONS BY DATE A PERMIT SET ISSUED DWD 04,12 19 0 r"nj q ABN9 MOEN smurNmam maw. qum N-%W Job No. 1306083 APR 10 WA FL-MR105 FRUVI-AA003379 ALL IDEAS, DESIGNS ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY & THE PROPERTY OF THIS OFFICE. & WERE CREATED EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT NONE or SUCH IDEAS DESIGNS ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E STOFFT ARCHITECTS P A WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB A THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED 0 2019 ALL RIGHTS RESERVED RANDALL STDFFT ARCHITECTS A A A401 I,-Q3/ „ TYPICAL OUTRIGGER DETAIL 3"=1'-0" INSULATION NOTES: T. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. 5 V CRIMP METAL ROOF lm=z ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, 12 TIN-TAGGEDTO APA 419/32" EXPOSURE I RE PLYWOODD ROOF 6 SHEATHING UPLIFT & LATERAL HURRICANE STRAP NG (SEE STRUCTURAL WG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL gWG's) PAINTED ALUMINUM ♦ / / TOP OF BOND BEAM -DRIP_ EDGEFLASHJ�CzO�IER -- Z1 9' 4" A.F.F. P.T, 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCI OVER PAINTED 2 x 4 WOO SUB -FASCIA MIN, 1/4" DRIP 2'-0" HI -RIB METAL LATHE & TYP. OVERHANG STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) v 5/ 8" SMOOTH STUCCO FONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO LGHT LEFT & REAR ONLI2 FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE FINISH FLOOR ----------------- @ EL. +0'-0" A.F.F. co SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS cq MONOLITHIC FOOTING (SE_-:E FOUNDATION PLAN) 2 A501 F REFLECTED CEILING NS FOR ALL CEILING AILS III II III SEE STRUCTURAL DWG's 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) 1 OR 2 COURSES OF -� BOND BEAM (SEE STRUCTURAL DWG's) TOP OF BEAM (T.O.B.) VARIES, SEE ELEVATIONS PAINTED ALUMINUM DRIP EDGE FLASHING OVER P.T. 1 x 2 OVER 1 x 6 PAINTED I WOOD COMPOSITE DECORATIVE FASCIA OVER PAINTED 2 x 4 WOOD SUB -FASCIA MIN. 1/4" DRIP-----_— i HI -RIB METAL LATHE &- STUCCO NON -VENTED / SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #31 SHEET A501) 5/ 8" SMOOTH STUCCO OR STUCCO SIDING (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) i SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN, R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) lx4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C MIN, R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) THIS WALL SECTION PERTAINS TO FRONT ELEVATION ONLY 1-STORY WALL SECTION 3/4"=V-0" SEE=ALL DW STR 2'.0" TYP. OVERHANG REVISIONS BY DATE a t� Q PERMIT SET ISSUED DWD 04.12.19 1 _ M N 12 -SUCRASEAL (OR APPROVED EQUAL) i 1 � V % SPRAY FOAM INSULATION SYSTEM APPLIED PE 3 6 MANUFACTURER SPEC's TO ACHIEVE A MIN. a R-20 VALUE FOR A COMPLETELY SEALED o MOISTURE & AIR BARRIER. ¢I j (SEE INSULATION NOTES, THIS SHEET) W'^ V/ 0 0 WOOD ROOF TRUSSES @ G Q{ rn 24" O.C., MAX. / (SEE TRUSS LAYOUT & 1I a) ENGINEERING) W 1---I Ii Q o � � 1x4 WOOD RATRUNS O !� T r Q a (SEE STRUCTURAL DWG's) —1/2" GYP. BD. CEILING wl ^^ � a p TEXTURED FINISH H O ATTACHED TO UNDERSIDE �w OF ROOF TRUSSES I T4 ^i (SEE INTERIOR WALL & CEILING , ^ H Z ° o 00 SEE REFLECTED CEILING FINISH NOTES, THIS SHEET) T� JI H rT,^ PLANS FOR ALL CEILING �( w 1 F DETAILS - P.T. lx3 WOOD CONTINUOUS [� FIRESTOP F=-rJi prrT/, o 0 P.T. 1x2 WOOD FURRING O Iwr-1 @ 24" O/C 1/2" GYP. WALL BD. o w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING G1 O w FINISH NOTES, THIS SHEET) N O N —MIN. R4.1 FOIL WALL INSULATION, a� (VERIFY w/ ENERGY CALCULATIONS) ° (SEE INSULATION NOTES, THIS SHEET) �( /( M TYPICAL EAVE DETAIL 3 1-1/2"=T-0" -a 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING — — UPLIFT & LATERAL HURRICANE STRAP NG (SEE STRUCTURAL WG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL 7WG's) PAINTED ALUMINUM OIL TOP OF BOND BEAM DRJe EDGE_FLABHJgCz01/ER_ - - - - - - V 9'-4" A F.F P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCI OVER PAINTED 2 x 4 WOO SUB -FASCIA MIN. 1/4" DRIP 2'-0" HI -RIB METAL LATHE & TYP. OVERHANG STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) 5/8" LIGHT TEXTURED STUCCO _ (RIGHT, LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE STRUCTURAL DWG's) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE FINISH FLOOR --------------- @ EL. +0'-0" A.F.F. 00 -il III CSEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) 12 6 j SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) 3 A601 SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS D ♦ p.e ♦9 P �♦ ♦° -1T11 SEE STRUCTURAL DWG's WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. lx3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. lx2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) FLOOR FINISH (SEE INTERIOR DESIGNER DWG's) _�-4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) THIS WALL SECTION PERTAINS TO RIGHT, LEFT, & REAR ELEVATIONS 1-STORY WALL SECTION 3/4"=V-0" REVISIONS BY DATE PERMITSETISSUED DWD 04.12,19 CASING BY G.C. 1X4 P.T. BUCK W/ 1/4" DIA. x WOOD CASING, PAINT GRADE N 1-3/4" EMBED. @ 12" O.C., 6" E.E. (VERIFY w/ G.C.) TOM PROVIDE 2-1/4" MASONRY WOOD STUD PARTITION w/ PROVIDE SHIMS AS REQUIRED 1X6 P.T. NAILER EDGE DISTANCE GYPSUM WALLBOARD WOOD DOOR DRYWALL SEE (SEE DETAIL SHEET) WOOD STUD PARTITION w/ (SEE DOOR SCHEDULE) O WALL SECTIONS JAMB EXTENSION AS NEEDED GYPSUM WALLBOARD (SEE DETAIL SHEET) WOOD CASING,PAINT GRADE ATTACH DOOR FRAME BLOCKING AS REQUIRED (VERIFY _ PER LATEST NOA PRODUCT PROVIDE SHIMS AS REQUIRED DOOR STOP W -- -- APPROVALS PRE -HUNG WOOD DOOR FRAME IMPACT RATED EXTERIOR WOOD CASING, PAINT GRADE O DOOR STOP BEYOND cn ° DOOR (NOT FRENCH) PER (VERIFY w/ G.C.) 12" MINIMUM° LATEST NOA PRODUCT PRE -HUNG WOOD DOOR FRAME FINISH FLOOR VARIES BY ROOM APPROVAL DOOR STOP (VERIFY SPEC's w/ G.C.) STONE OR BRICK BLOCKING AS REQ'D CONCRETE FLOOR SLAB W THRESHOLD WOOD DOOR (SEE FLOOR PLAN) NOTES: PRE -HUNG WOOD (SEE FOUNDATION PLAN) 0. STUCCO RETURN 1.VERIFY w/ G.C. IF SOUND DOOR FRAME STUCCO FINISH NOTES: INSULATION WILL BE REQUIRED. WOOD DOOR (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED 1.VERIFY w/ OWNER IF SOUND 2. VERIFY HINGE SIDE w/ FLOOR PLAN. (SEE DOOR SCHEDULE) NOTES: WATERPROOFING AROUND INSULATION WILL BE REQUIRED. 1.Vw/ G.C. IF SOUND FILLED CELL OR POURED PERIMETER OF ALL DOOR COLUMN BUCKS, MEMBRANE TO 2. VERIFY HINGE SIDE w/ FLOOR PLAN. INSULATION WILL BE REQUIRED. (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM 2. VERIFY HINGE SIDE w/ FLOOR PLAN. H HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. * 1Y2°=1'-0" CAULK AS REQUIRED *CAULK AS REQUIRED 1Y2"=1'-0" *CAULK AS REQUIRED 1Y2"=V-0" r /'1 �--•y V J \uj [DOOR G3 OO M ��MIDV�O JAMB o DEiiGQ�L� G gyp" �f�1�C G�300G3 DOOO p HEAD DETAIL luu 5�VP. �f�TERIOR DOOR JAMB DETAIL Gil TVP, ��15i E RIOO R DOOR `V'G'JRESHOO THRESHOLD DC�TQIlL CMU WALL OVER PRECAST PRECAST LINTEL OR INDICATES SKIM COAT LINTEL OR POURED CONC. PLASTER w/ SMOOTH PRECAST LINTEL OR POURED BEAM PRECAST LINTEL OR POURED BEAM O W POURED BEAM BEAM, SEE STRUCT. h--i (SEE STRUCTURAL FINISH (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) r7 j�►�{ 1� STUCCO FINISH DWG's) 2X6 P.T. BUCK W/ Y4" STUCCO FINISH _ STUCCO FINISH (SEE ELEVATIONS) TAPCONS W/ WASHERS 1Y4" (SEE ELEVATIONS) (SEE ELEVATIONS) DRYWALL SEE STUCCO FINISH 0 EMBED @ 8" O.C. MAX, 2" CORNER I-i-1 0 (SEE ELEVATIONS) FROM WALL SECTIONS DRYWALL SEE " DRYWALL SEE O w TREMCO 250 FLUID APLLIED TREMCO 250 FLUID APLLIED STUCCO SURROUND _ ; " WALL SECTIONS WATERPROOFING AROUND WALL SECTIONS WATERPROOFING AROUND z a 1X6 P.T. NAILER (SEE ELEVATIONS)— PERIMETER OF ALL DOOR PERIMETER OF ALL DOOR g ": 3Y&° TREMCO 250 FLUID APLLIED _, AROUND N 1X6 P.T. NAILER _. BUCKS. MEMBRANE TO 3Y 1X6 P.T. NAILER N 2° BUCKS. MEMBRANE TO CORNER BEAD WATERPROOFING EXTEND 12" MIN. FROM .; "° EXTEND 12" MIN. FROM CASING BY G.C. PERIMETER OF ALL DOOR HEADER, JAMBS AND SILL ON CASING BY G.C. < M HEADER, JAMBS AND SILL ON ". I 1 BUCKS. MEMBRANE TO BOTH SIDES,TYPICAL. BOTH SIDES,TYPICAL. " B DRIP KERF IN STUCCO RETURN STANDARD 2" TRACK, EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON CASING BY G.C. HE JAMB EXTENSION AS NEEDED I JAMB EXTENSION AS NEEDED STUCCO SURROUND TORSION SPRING BOTH SIDES,TYPICAL. 1X4 P.T. BUCK W/ Ya" TAPCONS 1X4 P.T. BUCK W/ 1/4" DIA. x 1X4 P.T. BUCK WI 1/4" SEE ELEVATIONS) OPERATED O.H. (X GARAGE DOOR. „ 1/4 EMBED @ 8" O.C. MAX, 2" 1-3/4" EMBED. @ 12" O.C., 6" E.E. STUCCO SURROUND & DIA. x 1-3/4" EMBED. @ WD. MOULD OVER STUCCO SURROUND & FROM CORNER PROVIDE 2-1/4" MASONRY RETURN STUCCO SURROUND & 12" O.C., 6" E.E. RETURN 1X6 SMOOTH STEEL INSULATED IMPACT RETURN IMPACT RATED WINDOW, (SEE ELEVATIONS) EDGE DISTANCE PROVIDE 2-1/4" (SEE ELEVATIONS) CEDAR BD. OVER RATED OVERHEAD DOOR, (SEE ELEVATIONS) INSTALL PER PRODUCT MASONRY EDGE 1X PT. FURRING INSTALL PER PRODUCT APPROVAL DISTANCE APPROVAL IMPACT RATED FRENCH IMPACT RATED SLIDING DOOR INSTALL PER TREMCO 250 FLUID APLLIED WATERPROOFING AROUND PERIMETER DOOR INSTALL PER PRODUCT APPROVAL PRODUCT APPROVAL OF ALL DOOR BUCKS. MEMBRANE TO Y4"=l'-0" EXTEND 12" MIN. FROM HEADER, JAMBS 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=l'-0" « AND SILL ON BOTH SIDES,TYPICAL. Q (GARAUE DOOR HEAD DEUQ L L VNC AL Mn NDO nW HEAD DETAR. O TYPOCAL FRENCH DOOR HEAD DDE` Al L O D 1X4 P.T. BUCK W/ 1/4" DIA. x ri 1X4 P.T. BUCK W/ 1/4" DIA, x 1-3/4" EMBED. 12" O.C., 6" E.E. @ INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH 1X4 P.T. BUCK W/ 1/4" DIA. x 6" MIN. NOTES: 6" MIN. OVERLAP 1. CAULKING, SEALANT, ADHESIVE, PROVIDE 2-1/4" MASONRY CASING BY G.C. EDGE DISTANCE 2X6 P.T. BUCK W/ /4" WASHERS 1/4" CASING BY G.C. 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY CASING BY G.C. EMBED. @ 12" O.C., 6" E.E. OR GASKET SEALS WINDOW MAX,2- FROM C EMBED @ 8" O.C. , 2" FROM CORNER PROVIDE 2-1/4" MASONRY PRO FRAMING AND WALL JOINTS TO 1X6 P.T. NAILER JAMB EXTENSION AS NEEDED 2" RECESS IN CONCRETE lX6EDGE DISTANCE P.T. NAILER 1X6 P.T. NAILER EDGE DISTANCE FORM AIR BARRIER. DRYWALL SEE IMPACT RATED SLIDING DRYWALL SEE JAMB EXTENSION AS NEEDED DR DRYWALL SEE % 2. THESE PRINCIPLES ARE ALSO WALL SECTIONS DOOR INSTALL PER WALL SECTIONS INTERIOR SILL BY G.C. WALL SECTIONS JAMB EXTENSION AS NEEDED MOISTU BARRIER APPLICABLE TO DOOR PRODUCT APPROVAL STEEL INSULATED IMPACT RATED IMPACT RATED FRENCH OVERLAPP O DIRECT WEATHERPROOFING. - _ _ _ OVERHEAD DOOR, _ DOOR INSTALL PER MOISTURE AWA OM `� q INSTALL PER PRODUCT APPROVAL IMPACT RATED WINDOW, PRODUCT APPROVAL STRUCTURE/ FRAMI N WD. MOULD OVER 1X6 SMOOTH CEDAR N PRODUCT INSTALL PER APPROVAL A ? ° ° 12" MINIMUM 12" MINIMUM° BD. OVER 1X PT. FURRING 12" MINIMUM` 6 IN. STONE OR BRICK EXTERIOR STUCCO SILL STONE OR BRICK THRESHOLD HEAD CASING/ �— ° THRESHOLD TREMCO 250 FLUID APLLIEDL_fE. ° " WATERPROOFINGAROUND PERIMETER OF & TRIM TREMCO 250 FLUID APLLIED _ALL MEMBRANE TO EXTEND STUCCO SURROUND RETURN STUCCO SURROUND & WATERPROOFING AROUND 12MIN. FROM HEADER, JAMBS AND SILL " ON BOTH SIDES,TYPICAL. (SEE ELEVATIONS) RETURN (SEE ELEVATIONS) 6" MIN. PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO STUCCO FINISH STUCCO FINISH STUCCO RETURN (SEE ELEVATIONS) STUCCO FINISH TREMCO 250 FLUID APLLIED STUCCO FINISH TREMCO 250 FLUID APLLIED ELEVATIONS) (SEE ELEVATIONS) EXTEND 12" MIN. FROM (SEE ELEVATIONS (SEE ELEVATIONS) WATERPROOFING AROUND (SEE WATERPROOFING AROUND ANN FOLDED OR WINDOW UNIT HEADER, JAMBS AND SILL ON CORNER BEAD PERIMETER OF ALL DOOR FILLED CELL OR POURED PERIMETER OF ALL DOOR IORELINNM SOLDERED FILLED CELL OR POURED BOTH SIDES,TYPICAL. FILLED CELL OR POURED STUCCO SURROUND FILLED CELL OR POURED BUCKS. MEMBRANE TO COLUMN BUCKS. MEMBRANE TO asim avamwnnwa SILL FLASHING COLUMN COLUMN (SEE ELEVATIONS) COLUMN EXTEND 12" MIN. FROM (SEE STRUCTURAL DWG's) MIN. FROM EXTEND 12"JAMBS GRIMM (SEE STRUCTURAL DWG's) STUCCO SURROUND & (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) HEADER, JAMBS AND SILL ON HEADER, JAMBS AND SILL ON am JAMB CASING/ TRIM SILL (SLOPED TOP) RETURN BOTH SIDES,TYPICAL. BOTH SIDES,TYPICAL. mown (SEE ELEVATIONS)lqmm OVERHANGS APRON +/- 1" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2'=1'-0" Bf BN3 OLASSS DOOR JAMB DFTA\ L p GARAGE DOOOG3 JAM DE`TA0L K 7YNCAL WNDOW JAMB DETNIL TYPICAL FRENCH DOOR JAMB DETAIL Q nM%NDDOOW M9n A7ERIPIROHNO y Job No. 1306083 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY THE 2017 FBC-BUILDING AND ALL APPLICABLE CODES. SLIDING GLASS STUCCO A DOORJAMB EXTENSIO ALUMINUM DOOR SILL RISER MOULD & 1X6 SMOOTH EXTENSION JAMB AS NEEDED 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & (SEE MFG. SPEC's) SLIDING GLASS DOOR CEDAR BD. IMPACT RATED WINDOW, DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. (SEE DOOR SCHEDULE) *ADJUST FINISH FLOOR AS INSTALL PER PRODUCT STUCCO IMPACT RATED ALUM. FRENCH DOOR { 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY TO FINISH OUT FLUSH ATTACHMENT PER STUCCO SURROUND APPROVAL EXTENSION JAMB & ALUM. THRESHOLD, APR � � imQ GAIN. w/ SLIDING GLASS DOOR SILL MFG. SPEC's RISER ( SEE ELEVATIONS) STUCCO SILL 1X4 P.T. BUCK W/ 1/4" DIA. INSTALL PER 4. ALL WINDOWS & EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAIN EXTERIOR FLOOR STUCCO RETRUN _ (SEE ELEVATIONS) x 1-3/4" EMBED. @ 12" O.C., PRODUCT APPROVAL TREMCO 250 FLUID APLLIED LLI BIOS _ ' ALL IDEAS, DESIGNS, ARRANGEMENTS, &PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY 8 COEFFICIENT (SHGC) AND "U"FACTOR VALUES AS INDICATED IN THE ENERGY FINISH CONCRETE FLOOR SLAB SLOPE 6" E.E. PROVIDE 2-1/4" MASONRY WATERPROOFING MEMBRANE 1 1X P.T. BUCK W//4' CALCULATIONS. SEE FLOOR PLAN ) ( ) (SEE STRUCTURAL DWG's DRIVEWAY PAVERS E EDGE DISTANCE AROUND PERIMETER OF ALL DOOR TAPCONS 1Y2'EMBED THE PROPERTY OF THIS OFFICE .& WERE CREATED EVOLVED, a DEVELOPED FOR USE ON, a IN CONNECTION 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED (VERIFY w/ G.C.) SL PE TREMCO 250 FLUID APLLIED 21 ° SILL &APRON BY G.C. BUCKS. MEMBRANE TO EXTEND 12" MIN. RO HEADER,n@ O.C., WITH THE SPECIFIEDNONE OF SUCH ORPOIDEAS ,ARRANGEMENTS OR PLAN BE USED BY DESIGNS/2 TOA ANY PERSON, M OR CORPORATION ANY PER RATION SY`PURPosE �Q WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE �" WATERPROOFING AROUNDPERMISNONO ERR. FROM CORNERS. O L BOTH SIDES,TYPICAL. ND S L ON ABUCKS. FOR THourTHE WRITTEN WHATSOEVER WITHOUT R STOFIRA RCGs SHALL WRI TT THESE • •° 8°° F ° PERIMETER OF ALL DOOR MEMBRANE TO FLOO , Y FINISHED R B CTO SE SHALLVERIFY&SERSONBTMSE FRCECMUIMNSIONARCHITECT. o11IL•.OF ICEMR ALL STBE IOFTI6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS. °� n " < °< ' ' e b ° • ° EXTEND 12" MIN FROM �° � , °� STONE OR BRICK PAVERS,SHOP OWNER ANY VARIATIONS FROM THE DIMENSIONS AND DITIONSE B DRA HEADER, JAMBS AND SILL ON 1X6 P.T. NAILER RISERS &THRESHOLD (TYP.) ITTED TOTHIS FAKE of ADBauare SCALE MUST BE SUBMITTED ro THIS OFFICE OF SCAL USTBE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING INDICATES CONCRETE SLAB BOTH SIDES,TYPICAL. DRYWALL SEE WALL ON HEMS SO NorARCHITED 0 3A 1 RIGHTS RESERVED R^"°^LSTOFFTARCHNECrsP.". MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW e (SEE STRUCTURAL DWG's) SECTIONS OR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION. CONCRETE a STUCCO FINISH w SLAB TYP. Z 8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS, STEEL INSULATED IMPACT RATED OVERHEAD DOOR, (SEE ELEVATIONS) POURED CONCRETE SILL w g ° < MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION. INSTALL PER PRODUCT ( SEE STRUCTURAL DWG's) d %A' 1" RECESS @DOOR A3Y2" •°4Y2" THRESHOLD CONCRETE FLOOR APPROVAL 9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVE SLAB 8„ A 601 WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR MAXIMUM PRIVACY. *CAULK AS REQUIRED 1Y2'=l'-O" *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=1'-0" SLJMHO (GLASS DOOR R SILL DE1YAJL N OQGRLaOE DOOR R ULL DETAJL J TYNCaL WINDOW SILL DE'EG° L E TYMC AL FRENCH C)OOOO R SADDLE LE DD E AIL Q E�ri ERMH WONDOOW o ODOIM OEHEG3QL N07F-S S 31I R 2" Vf I stiow R B BgTN 43 IPLL,VIIVII NO RBER GUY GRAY SPACE SAVER WITH 4" DEEP BOX FOR METAL STUD WALL WATER HAMMER ARRESTI 0 o HW & CW HOSE CONNEC WNACUUM BREAKERS (WATTS OR EQUAL) 1/2" HW & CW PIPING 2" DIA. WASTE FINISHED FLOOR FINISHED WALI WWSHN3 MAC HOME COMMLOiTOOM DDE7A00= 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR INSTALLATION DETAILS, 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE OF THERMAL EXPANSION TANK OR APPROVED DEVICE. 3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN & PAN DRAIN REQUIREMENTS. 3N 4, N0. Q.o Ay pFMlNg1/g•/F 44 FwER. CI sFFc To NNR �N 21 daF U(0 f 21" MIN. 0 No 21 �vr - MIN. , z 2017 FLORIDA BUILDING CODE -RESIDENTIAL NOTE: PER SECTION P2705 INSTALLATION, NOTE #5: WATER CLOSETS, LAVATORIES AND BIDETS. A WATER CLOSET, LAVATORY OR BIDET SHALL NOT SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WALL, PARTITION OR VANITY OR CLOSER THAN 30 INCHES CENTER -TO -CENTER BETWEEN ADJACENT FIXTURES. THERE SHALL BE A CLEARANCE OF NOT LESS THAN 21 INCHES IN FRONT OF A WATER CLOSET, LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR. NOT TO SCALE �� �`11p0C�A0= pf�UO�[�0M0 G�O�ir'UG3C� C��LA�A[u1C�C� nv 1 v`%1 cFN COLD WATER SUPPLY / SUPPLY WATTS BRVT PRESSURE RELIEF VALVE HEAT PRESSURE TRAPS RELIEF DRAIN HOT WATER WITH 2" AIR GAP RETURN CHECK T&P TO GROUD T VALVE WITH 2" AIR GA \ RELIEF VALVE--" 2"AIR GAP W S.O.V. PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ASS PLASTIC PLUG'. TAPERED -THREAD WITH TEE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. WATERPROOFING MEMBRANE MUST EXTEND MIN 3" BEYOND THRESHOLDS AND ROUGH JAMBS TEMP'D GLASS 7 ENCLOSURE COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL 1/8" MASTIC BE WITHIN 4" OF WALL SURFACE, PROVIDE PIPE EXTENSION IF REQUIRED. FINISH TILE OR MARBLE CAP 2. fM SHOWER TILE CONCRETE FLOOR BLAB NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS, NOT TO SCALE lull i�ff F.f}Ya,. 9 d 3" NI I N d 1/2" DUROCK BOARD (2) 2X4 P T CURB WALL (SEE FLOOR PLANS) 1/2" DUROCK BOARD 1/2" DRYWALL EA. SIDE **SEE NOTE** PROVIDE KNOCKDOWN FINISH INTERIOR PAINTED DRYWALL SURFACES WOOD STUD FRAMING @ 24" O.C. MAX. h rs.(=r FLOOR PLANS) -1/2" GYP BD, OR CEMENT BOARD (SEE PLAN) ® d_ -2x4 WOOD STUD @ 24" O.C. MAX. -1/2" GYP BD. OR CEMENT BOARD (SEE PLAN) \MOTE: NOTE: FLANGED DRAIN FOR **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER WATER TIGHT JOINT BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS WITH FLOOR SHOWERS & TUB SURROUNDS** NOT TO SCALE 1 1/2"=V-0" REVOONS BY DATE PERMIT SET ISSUED DWD 04.12.19 0 u C N `c r c OI _ C c W jam WALL CLEAN OUT BE7NL S0400WER DETM s STYNCAL 0M4C'=RMIR PAR T0700M WALL � 20 ga. METAL FRAMING @ 16" 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. O.C. MAX. OR AMRSTRQNG 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. DRYWALL GRID SYSTEM 3. ALL MATERIALS SHALL BE NEW (SUSPENDED FROM STRUCTURE 4' O.C. MAX.) 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED d SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE d A PART OF THIS CONTRACT. S. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. INTERIOR 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN d d ° PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT. SIDE FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. ` 7. DRAWINGSARE DIAGRAMMATIC, DO NOTSCALE FOR THE EXACT LCCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. W t 1/2" DRYWALL (USE MOLD RESISTANT 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT Z DRYWALL ON ALL EXTERIOR ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. LU < EXTERIOR 4 PERIMETER WALLS)ON P.T. 1X2 WD. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOWAND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE LL SIDE A d. FURRING @ 24" O.C. MAX. WITH R-4.1 ENGINEER OF ANY DISCREPANCIES. FOIL INSULATION (MINIMUM) @ ONE 10. WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE "L" COPPER. � J CD a SIDE OF WALL ONLY 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN UJ LIJ U d PLENUMS, LL uJ CMU WALL OR CAST IN 12, ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE - PLACE CONCRETE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. d (SEE STRUCTURAL DWG's) 13. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOOD ENGINEERING GYP. BD. FASTENED 6" PRACTICE. 5/8" 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS: EXCEPT AT WATER O.C. @ PERIMETER & 8" O.C. HEATER AS PER CODE. BALANCE NOTE: 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN 16, ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES VATH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS BACKER BD. (DUROCK) DUROCK FOR ALL TILED WALLS IN DIRECT CONTACT w/WATER, SUCH AS PART OF THE PLUMBER'S WORK. AS SHOWERS &TUB SURROUNDS** 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS 11/2"=1'-0" 11/2"=V-0" THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER, CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL - CHARGE WITHIN 72 FIRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 7 `FFMEoI�r(�nll EKTE@ OR (r�ll/illl II WALL II If /� lJLi1L� LSIN II LS W W CMU ICJ V1% L=SL�L� 18, PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS. 19. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 1 HR RATED ASSEMBLY 20. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 1I2" GYP BD. TYPE 'X' QR 21. CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIE IN OF A/C TO BE BY CEMENT BOARD (SEE PLAN) OTHERS, PVC PIPING WITH 1/2" THICK ARMAFLEX INSULATION MAYBE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES, CMU OR CAST IN SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE 40 PROVIDE ANGLE STOPS ON ALL WATER PLACE WALL a SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. . 22. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL ' METAL JOIST TRACK HOT WATER PIPING. n 23, WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED WITH 112" THICK v ARMAFLEX INSULATION. 24. STUDOR MINUMAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE CONCRETE FASTENERES AS �d CMU WALL OR CAST IN INTERIOR PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. od PLACE CONCRETE 25,1" WATER METER HOOK UP. REQUIRED-- (SEE STRUCTURAL SPACE 26. 1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES. a DWG's) 27. WATER HEATERS TO FULLY COMPLY WITH 2O17 F.B.C. RESIDENTIAL, SECTION P2801 WATER HEATERS' & PLUMBING CODE SECTION P504, 'SAFETY DEVICES'. Q d INTERIOR 4 1/2" DRYWALL (USE MOLD RESISTANT 28. WATER HEATERS TO HAVE PROVISIONS FOR THERMAL EXPANSION BY USE OF A THERMAL EXPANSION TANK OR OTHER APPROVED ®r SPACE d DRYWALL ON ALL EXTERIOR PERIMETER DEVICE BY THE PLUMBING CODE AND/ OR BUILDING OFFICIAL. WALLS) ON P.T. 1 X2 WD. FURRING @ 24' Q.C. 29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL CORROSIVE RESISTANT METAL)WITH ® MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) A MINIMUM THICKNESS OF 24 GAUGE. PAN SHALL NOT BE LESS THAN 1.5" DEEP AND SHALL BE OF SUFFICIENT SIZE & SHAPE TO RECEIVE ALL 4 @ ONE SIDE OF WALL ONLY DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A MIN. DIAMETER OF 0,75INCH AND OFAPPROVED MATERIAL LISTED IN TABLE 605A THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE. 30. PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER INSTALL PER CURRENT STATE & LOCAL BUILDING - - cooes. CLIP ANGLE, NO LESS THAN METAL METAL JOIST 31, ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS. JOIST DEPTH MINUS 1/2" (ATTACH CLIP 32. PER 2017 F.B.C. RESIDENTIAL SECTION P2708.4'SHOWER CONTROL VALVES', INDIVIDUAL SHOWER & TUB/ SHOWER COMBINATION VALVES & TRACK TO CONCRETE w/ EXP. , NOTE: SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE -BALANCED, THERMOSTATIC -MIXING OR COMBINATION PRESSURE -BALANCE/ OR TAPCONS THERMOSTATIC MIXING VALVES TYPE WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ABBE 1016 ASME Al12/ CSA 8126.16. THE HIGH LIMIT ANCHOR BOLTS, ) **USE WATER RESISTENT GREEN BD, FOR ALL PAINTED, NON -TILED WALLS NOT IN STOP SHALL BESET TO LIMIT WATER TEMPERATURE TO A MAX. OF 120°F (49'C). IN -LINE THERMOSTATIC VALVES SHALL NOT BE USED FOR COMPLIANCE WITH THIS SECTION. DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER NOTE: BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 3/8"=110" - PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 1 1/2"=1'-0" SHOWERS & TUB SURROUNDS** 1 1/2"=1'-0" � 3 p0=UMBNO 10 C0LN3 J00 iT A77ACMEG ENE DE7A0L 6 7VINCAL 0M72RG OR C HU WALL DRAINAGE FIXTURE UNIT (d.f.u.) VALUES 2017 F.B.C. RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1 LOCATION SINK BAR SINK TUB LAV. SHWR. W.C. BIDET W.M. D.W. MASTER BATH 2 2 2 3 BATH #2 2 1 3 BATH #3 1 2 3 KITCHEN 2 2 LAUNDRY ROOM 2 OUTDOOR ROOM TOTAL COUNT 2 4 4 4 9 2 2 TOTAL d.f.u. VALUE = 27 d.f.u.'s P.T. lx3 FURRING NAILER ROOF TRUSSES OR CEILING FRAMING VENT(SEE PLAN) PERFORATED CAP ELBOW TEE C.O. PLUG 3" ABOVE TOP (SCREWED) OF PRIMARY DRAIN PAN PL`IN]J TSP -V A.H.U. TSP *1" IT MIN.) A. SLOPE DRAIN LINE TO CONDENSATE RECEPTOR (MIN. 1/8" PER FOOT) B. DRAIN LINE SHALL BE COPPER TYPE "L" AND INSULATED. C. TSP = FAN TOTAL STATIC PRESSURE. NOT TO SCALE WEATHER STRIPPING AROUND OPENING- WOOD CASING 1/2" MIN.'CDX' PLYWOOD PANEL 1/2" MIN. TYPE'X' GYP. BD. SCREWED TO PLYWOOD PANEL 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. GYP. BD. CEILING EXTERIOR STUCCO FINISH (SEE ELEVATIONS) 1/2 " GYP. BD. FINI: (SEE WALL TYPE & FLOOR PLANS) CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) FOIL WALL INSULATION (SEE TYPICAL WALL SECTIONS) 1/2" GYP. BD. FINISH (SEE WALL TYPE & FLOOR PLANS) WOOD STUD FRAMING (SEE WALL TYPE & FLOOR PLANS) 1 1/2"=V-0" s anpD WALL 70 CONCRETE NCRE TE 'HALL DIE7AOL 1 1/2"=l'-0" �s r�1 ,a O y,.4 q `� AXW SAVAGANAGRAD BEIIIIIIIIIIIIS gomwxwAlnm APR 10 �ma FL-OOM05 _: 003 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLAINS 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. FO DISCLOSED TO ANY PERSON. FIRM, OR CORPORATION FOR AN PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION DIMENSIONS ON E.STOFFTESEDR, ARCHITECTS, P.A. WRITTEN NC ENSIGNS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS CONDITIONS ON THE JOB, &THIS OFFICE MOST BE NOTIFIED D OF ANY VARIATIONS FROM THE DIMENSIONS CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS 50 NOTED, 02Di9. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. A701 ELECTIR�C WATER MEATIER 13F=7z%�L NOT TO SCALE �I Ife DRAWAOCF HK TURF UMF CALCULA5Tms FLOOD/ SECURITY LIGHT ON SENSOR I° I` T AFCI r AFC4- WP GFCI _ r0_a I 1 I 1 1 i AFCI€ MASTER +so" z j E3EDRC)OM Q A.F.F., € VERIFY I 'FAN TC r i met 1_IfiHT--- AFCI' SPRINKLER - - - - - - - TIMER AFCI 2 A302 STANDARD ELECTRICAL LEGEND ® SMOKE DETECTOR/ CARBON MONOXIDE O RECESSED LIGHT FIXTURE DETECTOR PULL CORD FIXTURE Vp O VAPOR PROOF REC'D FIXTURE REC'D ADJUST. FIXTURE or LANDSCAPE UP EXF ® EXHAUST FAN LIGHT CEILING MOUNTED CEILING MOUNTED T FIXTURE JUNCTION BOX P PENDANT WALL MOUNTED FIXTURE J-BOX WALL MOUNTED O JUNCTION BOX FIXTURE / c x J BOX W/OPT. FAN/LIGHT FLOURESCENT LIGHT FIXTURE /d UNDER/ OVER FLOOD/SECURITY III CABINET FIXTURE LIGHTS g ELECTRIC METER I&D ELECTRIC PANEL DISCONNECT 20AMP4): DEDICATED 20 AMP CUTLET ARC FAULT CIRCUIT ® 220 VOLT A.F.C.I. INTERRUPT RECEPTACLE (SEE GEN. NOTES) GROUND FAULT RECEPTACLE G.F.C.L$ CIRCUIT INTERRUPT (SEE GEN, NOTES) (SEE GEN. NOTES) RECEPTACLE WRGRC.I:@� WATERPROOF GFCI HALF SWITCHED (SEE GEN. NOTES) SINGLE 120V RECEPTACLE ® TELEPHONE JACK TELEVISION JACK ® 2-WAY WALL '® PUSH BUTTON SWITCH 3-WAY WALL DIMMER WALL SWITCH SWITCH 4-WAY WALL FLOOR OUTLET SWITCH DOOR JAMB SWITCH FLOOR PHONE JACK SPECIALTY LEGEND TO AIR COND. SYS. (THERMOSTAT) TC IRRIGATION SYS. (TIMER) ® SECURIDT) SYS. (KEYPACOM.SYSTEM © INTERCOM (DATA PORT) COM. SYSTEM (DATA & PHONE) COVE LIGHTING JUNCTION BOX O SPEAKERS ICI IN CABINET LIGHTING ® SHADE JUNCTION BOX rAr T 0 / i II I 1 I, WN AFCI 0 .'_04 ®/ AFCI / / I LIGHT; �1 EE DR3C>Ni' F N j © i ' +60„ A.F.F., i VERIFY i i i AFCI 1T. -- O DO R EN ERTAINiNG Y � it 7,11\ _._ P GFCI \ \ I I Fj 1 I i \ � i \ I \ / I {GREAT ROOM I \ z +60" v\ 1 I \ A.F.F.,/ VERIFYi i I FA b I RECEPTACLE, LIGHT I of SWITCH & LIGHT IN ATTIC FOR - WINE REF. i % I FOR--- F REFRIGERATOR SAT( 13 VP \ \ R n 3` I4, x-� I ` I xx Ii GFC �v FOY . � EXF " i 1 AFCI _----- _ AFCI _ i DEN; BEDROOM 11, 4„ x i l' W-LfGHT,. Cat FAN, AFCI: i +60" A.F.F., AFCI VERIFY AFCI AFCI r FOR DRYER lt(?"V E.D WPGFCI EN°ti IFORWASHER `7 I I i i II I I� I 1 1 1 I 1 1 \ I I` I I 1 A301 A -A A303 PER 2017 FBC-ENERGY CONSERVATION, 6TH EDITION R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. EXCEPTION: LOW VOLTAGE LIGHTING GFCI - F_== OR SMALL/ APPLIANCE 0< GFCI rcrl. r_crI FLOOD/ SECURITY LIGHT ON SENSOR WP GFCI ® 8E i Rd(F'5kA 4 ---._ AF i r' FAN - FOR RANGE 0 FOR I RANGE HOOD VENTILATOR MICROWAVE AFCI i �i VP �.13 EXF ELECTRICAL NOTES 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. LOCATE THE METER & PANELS AS REQUIRED. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. AS SELECTED BY OWNER. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNEWARCHITECTANTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 4) ARCHITECT/ INTERIOR DESIGNER TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR.. 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. OUTLETS: 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT MANUFACTURER RECOMMENDATIONS. PER 2014 NEC 210.52. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL 4) PROVIDE GFCI BREAKERS FOR ALL GARAGE DOOR OPENER RECEPTACLES, CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PRIOR TO INSTALLATION, ELECTRICAL CONTRACTOR TO MAKE ALL 5) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL PROVIDE OPTIONAL PRE -WIRED HIGH SPEED DATA OUTLETS AS SHOWN ON POOL/SPA EQIUPMENT. PLANS. (IF APPLICABLE) 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, 6) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE 1/2" CONDUIT UNDER SLAB FROM WALL. ARC FAULT CIRCUIT PROTECTED PER 2014 NEC 210.12(B). 7) ALL GFCI DEVICES MUST BE READILY ACCESSIBLE PER 2014 NEC 210.8. 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 &LARGER SHALL HAVE THWN INSULATION. SMOKE DETECTORS: 14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. RATING OF 22,000 AMPS & BE NEMA•3R RATED. 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75' CONTINUOUS DUTY, 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR, 2 A301 FOR SMALL FOR WP GFCI APPLIANCE WATER HEATER ELECTRIC PANEL'A' �D AIR HANDLER 1 _ R EPTACLE, SWITCH & LIGHT ti IN ATTIC LEI I \ i WP GFCI ELECTRIC METER 1 3 I I j WP GFCI / i I i I 'i 1st FLOOR ELECTRICAL PLAN 1 /4"= "-3' A 150 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.L.O. SERVICE: 120/240/1PH A.I.C. 22,000 KW # DESCRIPTION OF CIRCUIT BRKR BRKR DESCRIPTION OF CIRCUIT # KW 10.0 #6 AHU 1 60A 1 3 2 4 40A CU 1 #8 4.4 #10 HOT WATER HEATER 25A 5 7 6 8 50A RANGE #8 5.0 2.5 #10 CLOTHES DRYER 30A 9 10 20A CLOTHES WASHER U.C. WINE REF. #12 #12 1.5 1.2 11 12 2 AA 1.5 #12 REFRIGERATOR 20A 13 14 20A MICROWAVE #12 1.5 1.5 12 SMALL APPLIANCE 20A 15 16 20A SMALL APPLIANCE #12 1.5 .9 #12 GARBAGE DISPOSAL 20A 17 18 20A WHIRLPOOL TUB #12 1.5 1.0 #12 RANGE HOOD 20A 19 20 20A BATHROOM GFCI'S #12 1.5 1.5 #12 KITCHEN GFCI'S F20A 21 22 20A EXTERIOR GFCI'S #12 1.5 1.5 1#12 GARAGE DOOR OPENER 20A 23 24 20A RANGE HOOD #12 1.5 * #14 GENERAL LIGHTING 15A 25 26 15A GENERAL LIGHTING #14 * * #14 GENERAL LIGHTING 15A 27 28 15A GENERAL LIGHTING #14 * * #14 GENERAL LIGHTING 15A 29 30 15A GENERAL LIGHTING #14 SPARE 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE SPARE 41 42 SPARE 24.8 SUB -TOTAL (1-41) PANEL LOAD CALCULATIONS SUB -TOTAL (2-42) 16.7 * GENERAL LIGHTING1 1976.0 SQUARE FEET @ 0.003 KW/SF 5.9 TOTAL PANEL KW = (SUBTOTAL 1-41 + SUBTOTAL 2-42 + GENERAL LIGHTING) 47.4 AIR CONDITIONING @ 65% 10.0 6.5 1ST 10.0 KW (NOT A/C) AT 100% 10.0 REMAINING KW AT 40% = ((TOTAL PANEL KW - (AC @ 65%) - 10.0) * 0.40) 12.4 CALCULATED KW = (A/C @ 100%+ 1ST 10 KW + REMAINING) 28.9 KW CALCULATED AMPS = (CALCULATED KW * 1000 / 240) 120.3 A O 1 50 200 MP MAIN AMP M TE RI DISC. MAI'A' PANEL UNDERGROUND TO FP&L TIE-IN 2/0 THHN w/ #6 GROUND LOCATION #4 GROUND TO 8'-0"x 5/8" DIA. GROUND ROD & COLD WATER PIPE & 20'-0" FOUNDATION STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE REVISIONS BY DATE a PERMITSETISSUED DWD 04.12.19 M m 0 o cr L E s uV+ a MONOLITHIC FOOTING SCHEDULE REINFORCEMENT DIAMETER AND COUNT r = � SHORT WAY LONG WAY CODE a w ADDITIONAL REQUIREMENTS MF-20 20" 16" # 4's @ 36" O/C BOTTOM 2 # 5's BOTTOM PAD FOOTING SCHEDULE REINFORCEMENT DIAMETER AND COUNT ~ O _ a SHORT WAY LONG WAY CODE w o w 58 ADDITIONAL REQUIREMENTS NU P33 3' 3' 12" 12" (4) # 5's BOTTOM (4) # 5's BOTTOM ' P34 3' 4' 12" 12" (5) # 5's BOTTOM (4) # 5's BOTTOM - P35 3' 5' 12" 12" (6) # 5's BOTTOM (4) # 5's BOTTOM - 336 3' 6' 12" 12" (7) # 5's BOTTOM (4) # 5's BOTTOM - S1 S1 S1 1'-3" 1'-4" 11'-2" 1-4 w' 8" T — 1 13'-1" r 1' 1 1T-1" r — 1' 1 3 5.1555555;5 I I 2 1 I M121 _ MF-20 5 S4 1 F --- — +4— — — — — — N� � m L — — — J 3 L-- J G2 M 1212 l -50.31 v� I 4^ 2 5 I S 3 S4 81 rJ 9 PAVERS ON SAND I S1 6 Eli I N OUTDOOR I M ENTERTAINING M121 (- I MASTER r:i o I BEDROOM 1 f w re2s'-z^ - 5 - � I I ❑ - 12'-2" 9'-6"Fil ,1 v 1, I ©� I �© ❑.i0_ --i - . I 4 JjIL L -------- ----� ------s1 +3913 I +4T01 4 INOTE: ALL FOOTINGS SHALL HAVE A MINIMUM C812 �3.01 51.87ISOIL EMBEDMENT OF 18" AS REQUIRED BY SE TI N C812SOILS REPORT DATED JANUARY 80143 3B°BAST AJ POURED CONCRETE EQUIPMENT SLAB. SEE PLAN VEIW FOR ACTUAL REINFORCEMENT AND THICKNESS MID REINF. TEMP REINF. GRADE T.O.S SEE ARCH 1 #4 CONT. REINF -- I B„ I \FQUIPMENT PAD THICKENED EDGE S 1 % SCALE: 3/4" = 1' CONCRETE & CMU COLUMN SCHEDULE 8"x8" REINFORCED MASONRY COL. M5 5 w/ (1) # 5 REINF. BAR (30" LAPS) SEE FNDN & FRMNG PLAN FOR LOCATIONS FILL w/ GROUT SEE STRUCTURAL NOTES. 8"x12" REINF. MASONRY FILLED CELL M812 , . COL.w/ (2)#6 REINF. BAR (USE 16xl2 UNITS) SEE PLAN FOR LOCATIONS & SPACING FILL W/ GROUT - SEE STRUCTURAL NOTES. 12"xl2" REINFORCED MASONRY M1212 COL. w/ 4-#5'S VERT. FILL w/ GROUT - SEE STRUCTURAL NOTES. wl #3 TIES @ 10" O/C 8"x12" POURED CONC. COL. ® C812 wl (4) #5's VERT. w/ #3 TIES @ 8" O/C B"x13" POURED CONIC. COL. C813 w/ (4) #5's VERT. w/ #3 TIES @ 8" O/C 8"xl l"X16" POURED CONC. COL. C81116 � w/ (6) #6's VERT. 2 SETS OF #3 TIES @ 8" O/C I.,9 51 9 — — — — — — — — — — — — — — 1 s1 i S1 �- 2 S. 6' 1°" 1 I 5-7d�55,[ - 550� 1E5 Iron 7GREAT I I 7 LJ—------MF20------ w s1 I ROOM I s1 53.59 El I 11 J 1 4" THICK CONIC. SLAB W/ (1) LAYERIOF W l A X W l A 6/6 BEDROOM #3 J /. L . W.W.M. (TO BE LOCATED } FROM THE TOP OF THE SLAB & SHALL BE SUPPORTED BY APPROVED MATERIALS OR KITCHEN I ❑1 5 I SUPPORTS NOT TO EXCEED T-0" O/C EACH WAY) OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER TERMITE I n TREATED WELL COMPACTED FILL I I 7 F'c=zsoo PSI I S1 1'o 2 LA MASTER s1 CRACK ONTROL— — — — — — — — — — — — — -5 it s1 5 J'�"�"�IH I FOOTING REINFO CEMENT 12'-3" I 3'- • @ MID CIF SLAB (TYP.) 7 I q 15 - — — — — — — — — — — — — (ALL FIRPT FLOOR CORNERS) s1 ❑1� I- a LLj 5 1 Ti CLOSET 5 B"At H 3 4" FF +0'_0" BATH #2 1 - 2 v I I �I II I 5— L— — — — — — — — — — -------I s1 I 21, I 5 n_ �% C SET I F1 CLOSET 1 TT I 5 1 5 F ER 2 1 5 I UTILITY W s1 s 1 111 2 o 5 j S1 S4 1 s1 N — — — — +41�92 MF20 ill, L1 I CB1116 -45.81 �976 I :/..6• 15 Did/ BEID_ OOM 1 �' E ❑,_ I IU BEDROOM 2„ 1' . Z-10^ c612 #4 =- I 5 ... 1 3 I -. i a iv J L — — 1' M1212 iv 9 ❑I _ 5 1 9 55� 3 5 1 si L — S1— 53_59 — — MF-20 — — — — 47 9 57.72 — J J N �NTfR r VERED N $1 'w �)' 0 1 11,, N I i_l I CI �I, - i- — — _ - -- --� . F 0' 1.5" - w 2-+E L. Li I 5 N GARAE - D j 5 55 5 Id C151 -- N51tm 5 �I 6'-10"18,111' 8" 1 X-10" I B"" - 3'-10• B�� - 1 _ �M LOADING THIS LEVEL FIRST FLOOR - INTERIOR (138 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (55 PSF) OCCUPANCY = 40 PSF PARTITIONS:ASCE7-10: 4.3.2 = 15 PSF FIRST FLOOR - EXTERIOR (177 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (100 PSF) OCCUPANCY = 100 PSF 4 -EXTEND MONOFOOTING TO- S1 UNDER COLUMN FOOTPRINT. EXTEND 2#5 BOTTOM TYPICAL S4 4" THICK CONC. SLAB W/ (1) LAYER OF WlA X W1.4 6/6 W.W.M. (TO BE LOCATED 3 FROM THE TOP OF THE SLAB & SHALL BE SUPPORTED BY APPROVED MATERIALS OR SUPPORTS NOT TO EXCEED T-O" O/C EACH WAY) OR FIBERMESH ON FOUNDATION AND COLUMN PLAN 1 n _ 1 0' 2, 4' 8' 4 - 4" THICK CONC SLAB WI O LAYER OF WI A X W1.4 616 W.W.M. (To BE LOCATED FROM THE TOP OF THE LAB & SHALL BE SUPPORTED BY APPROV D MATERIALS OR SUPPORTS NOT TO EXCE D 3'-0" O/C EACH WAY) OR FIBERMESH ON 6 MIL 4APOR BARRIER OVER TERMITE TREATED WELL POMPACTED FILL F'c=2,500 PSI •"Z ' 5' M812 v� 1 +38 27 46. -- 3 s1 5 S1 PAVERS ON SAND \\1111III„II�� REVYMONS BY DATE ........... FARID ABUGATTAS, P.E. '� vN•T �' gs STRUCTURAL ENGINEER 724 7318 TEXAS TRAIL r BOCA BATON, FLORIDA 33487 ®'•. P. CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 ,.` P.E. LICENSE # 72471, CA#29407 .........\` Structural En ineerin PROJECT# � \ 5/10/2019 g B WWW•PROJECTCLASSIC.COM W1.4X WlA-6/6 WWM — 01R FIBERMESH CONCRETE t1 T.O.S I SEE PLAN I ADD (1) #5 PER EVERY w 12" OF STEP a 6 MIL. V.B. OVER UNDISTURBED TERMITE - - TREATED SOIL 8" 2 THICKENED SLAB RECESS S 1 SCALE: 3/4" = 1' I I SEE ARCH GAR. DOOR i PAVERS 2" RAIN RISER I - - w x 20" 3 MONO FTG. GARAGE DOOR S 1 SCALE: 3/411 = 1' FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER 1-1/2" CMU WALL W/ #9 LADDER TYPE BLOCK RECESS REINF. EVERY OTHER COURSE #4 TRANFER BARS (ONLY IF REQUIRED w BY FOOTING SCHEDULE) w THICK CONIC. SLAB W/ (1) LAYER OF I¢ OERLAPPED @ FOR I OR FIBERMESH CONCRETE. "vI SEE FARID@PROJECTCLASSIC.COM 1275 SCREEN ENCLOSURE (ALL ATTACHMENTS TO CONCRETE STRUCTUREBY SCREEN MANUFACTURER) PAVERS ON WELL COMPACTED SUB -GRADE VECIONALE: 3/4" = 1' SAWCUT 25% THE DEPTH OF THE WITHIN 24 HOURS OF CONCRETE NOTE: CONTROL JOINTSICONSTRUCTION JOINTS SHALL CREATE PANELS AS SHOWN IN PLAN VIEW ALTERNATIVE 1: SHRINKAGE (SAWCUT) JOINT 25% DEPTH OF SLAB PLASTIC - OR HARDBOARD PREFORMED 12"x12" CONCRETE CURB WITH (2)#5'CONT. BOTTOM CONTROL JOINT NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS CONTROL JOINT SHALL CREATE PANELS AS SHOWN IN PLAN VIEW ALTERNATIVE 2: SHRINKAGE (PREFORMED) JOINT SHRINKAGE JOINT (ELECT ONE 7 OF THE TWO SHOWN) S 1` SCALE: 3/16" = 1' 4" THICK CONC. SLAB W/ (1) LAYER OF W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ PERIM) OR FIBERMESH CONCRETE. - _ 6" LAPPED AND TAPED - _ _ - 6 MIL. V.B. OVERAll 1 UNDISTURBED TERMITE SEE PLA uj _ — — — ih CONT. IN - w TREATED SOIL w PER FDOTING SEE SCHED. _ _ SCHEDULE w w w w 6 MIL. V.B. OVER 3' rn 1n UNDISTURBED TERMITE EQUIPMENT PAD: L� TREATED SOIL 6" CONCRETE SLAB. SEE ARCHITECTURALS FOR TOP ELEVATION. REINFORCE W/ # 4's @ 15" O/C EACH WAY MIDDLE. PROVIDE (1) # 4 CONTINUOUS ALONG THICKENED EDGE. SEE SOILS REPORT FOR COMPACTION SPECIFICATIONS. VERIFY ACTUAL DIMENSIONS WITH MANUFACTURER Pc=2 500 PSI . I J 5 S1 tea\ EXTERIOR BE WALL S1 SCALE: 3/4" = 1' FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER CMU WALL W/ #9 LADDER TYPE RAISE CURB TO REINF. EVERY OTHER COURSE MATCH MAIN HOUSE FINISHED FLOOR PROVIDE 1#5 CONT AS SHOWN. #4 TRANFER BARS (ONLY IF REQUIRED ON SAND w BY FOOTING SCHEDULE) w z N 4" THICK CONC, SLAB W/ (1) LAYER OF WI A X WI A - 6/6 WWM (OVERLAPPED @ PERIM) OR FIBERMESH CONCRETE. z w 0. w w DE-- — - UJ j CONT. REINF. -- ❑ LU PER FOOTING SEE SCHED. U SCHEDULE rq w w 5 OWER AREA CURB: S1 WATER BARRIER SCALE: 3/4" = 1' SEE 6" LAPPED AND TAPED 6 MIL. V.B. OVER UNDISTURBED TERMITE TREATED SOIL TRANSVERSE REINF. SEE PLAN FOR SIZE AND SPACING SEE SCHED. U)w U w w N PAVERS ON SAND CONT. REINF. SEE PLAN FOR SIZE AND SPACING 3 Q. 0' w a a w VJ 8 STEP DOWN AT EXTERIOR DOOR S 1 SCALE: 3/4" = 1' W1.4X WlA-616 WWM OR FIBERMESH CONCRETE Y SEE PLAN .,._ 6" LAPPED AND TAPED - 6 MIL. V.B. OVER -- -- UNDISTURBED TERMITE TREATED SOIL F— I V-4" COLUMN,SEE FOUNDATION PLAN. I I' CONT. REINF.-----'I - SE SCHED'. PER FOOTING SCHEDULE 9 CENTERED PAD FOOTING S1 S1 SCALE: 3/4" = 1' FACE GRAIN TO RUN PERPENDICULAR TO SUPPORTS APA 40120 19/32" EXPOSURE1 AT PANEL rEDGES ALL NAILS TO BE RING SHANK BOTTOM CHORD NAILED TO — 2x4 DIAGONALS W/ 2 - 8d NAILS PRE-ENG. WOOD TRUSSES @ 24" O/C (SEE ROOF PLAN) LATERAL BRACING IF REQUIRED (SEE TYP. PROVIDE 2x 0,. WALL SECTION) BLOCKING PER BLOCKING IBOUNDRY LING SCHEDULE BLOCKED DIAPHRAGM DETAIL 10d RING SHANK @ 4" IELD NAILING 10d RING SHANK @ 6" NAILING 10d RING SHANK @ 4" ® BOND BEAM OR WOOD FASCIA (SEE TIE BEAM (SEE TYP. WALL SECTION) TYP. WALL SECTION) /1116"SPACEAT w/ (2) 16d TO EACH PANEL ENDS TRUSS END ROOF SHEATHING ATTACHMENT 1 DETAIL S2 SCALE: N.T.S. 2 S2 DIAGONALS FROM BRACED BAY AT 20'-0" INTERVALS REPEAT AT BOTH ENDS CONT. 2"x4" HORIZONTAL BOTTOM CHORD OF BRACING TRUSSES (TYPICAL) LOCATED 1U-0" C/C MAX. PLAN VIEW OF END RESTRAINT 2 - 8d NAILS EACH MEMBER 2"x4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 10'-D" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) BOTTOM CHORD I. OF PRE - ENGINEERED OVERLAP @ SPLICES WOOD TRUSSES ROOF TRUSS BOTTOM CHORD BRACING SCALE:3/16"=1' — PRE-ENG. ROOF TRUSSES @ 24" O.C. SEE APPROVED SHOP DRAWINGS. 12 SEE \ARCH 2# N2# 2# 2# NOTE: SEE ARCHITECTURALS FOR ROOFING TYPE. 2#5's ADD I#5'sm IT B„ I 3 SECTION (2)#3TIES@24"O/C S2 SCALE: 3/4" = 1' :L POINT LOAD IPLIFT E STORAGE IS AL ITHE TRUSS HE ENGINEER 'VERIFICATION Y GIRDER. PZI LI G f ZZZi 5/10/2019 00 �$fill 10. P. CLASSIC Structural Engineering FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM PROJECT# FARID@PROJECTCLASSIC.COM 1 1275 TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE) CONNECTOR ID MARK LINES MARKS A + B 2nd CONNECTOR ID TRUSS GROUP MARK IF NEEDED FOR REQUIRED STRAP TRUSS UPLIFT OR 1500 # MAX UPLIFT IN TRUSS GROUP FLORIDA ALLOWABLE LOAD LBS) NAILING MARK CONNECTOR PRODUCT APPROVAL REMARKS UPLIFT (Pupa PERP. TO TRUSS PARALLEL TO TRUSS TRUSSlRAFTEW SEAT PLATE/TRUSS NUMBER GRAVITY (FURF) CAPACITY F1 CAPACITY F2 HEADER QA HETAL20 FL11473.5 1810 415 1100 FULLY NAILED © HETA16 FL11473 1810 - - (9)10d x 1-1/2" NAILS 2-1/2X5 TITEN HD (CONNECTION TO GROUTED WALL PER QD (1) FGTR FL11473.2 5000 - - 18-SDS 1/4"x3" (PER ANCHOR - ANCHOR OE HGAM10(KTA) FL11473.6 850 1005 1105 (4) SDS • X 1 " WOOD SCREWS AMU: (4) 1/4 x 2-314 TITEN CONC: (4) 114 x 1-3/4 TITEN HDU8-SDS2.5 FL10441.4 7870 - 7/6"DIA -BOLT (20) V4" x 2 12" SDS - SEE SIMPSON CATALOG FOR ANCHOR BOLT LENGTH NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCH/SP. PINE TIMBER. 2) NAILS SHALL BE INSTALLED IN LOWER -MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF THE STRAP, 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPDXIED THREADED RODS SHOWN ON SCHEDULE. 4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS. 5) # INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR, SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH n e I° . Q Simpson Strong Tie HETAL Q Simpson Strong -Tie HETA Q Simpson Strong- DOUBLE FGTR Q Simpson Strong -Tie HGAM10 *GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES. BEAMSCHEDULE COORDINATE COORDINATE MASONRY OPENINGS WITH WINDOW MNFR & N.O.A. ~'1 *FOR ARCHED BEAMS ADD (2) # 5'S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRAWIDTH. ELEVATION SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 2#5 MIDDLE FOR EVERY ADDITIONAL 12" OF DEPTH REQUIRED YPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH LONGITUDINAL CONTINUOUS IN EACH COURSE. LAPS TO BE 30". USE (2) #5x30"00" CORNER BARS AT EVERY CORNER, T-INTERSECTION OR VERTICAL TRANSITION. _ • i *FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 o *"PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 13-0321.07 *TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. *BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED.IF NO END TIES SHOWN, USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM. *GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS. COORDINATE WITH GLAZING MANUFACTURER. SECTION REINFORCEMENT TIES CODE WIDTH DEPTH ELEVATION TOP MID BOTTOM SIZE END SPACING BALANCE REMARKS PCL 8 8 1 # 5 - PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEL BB 8 16 FRAMING PLANS 1# 7 1# 7 B101 12 19 +11'-1" 3#5 - 3#5 #3 24" B102 12 16 +9'4" 3 # 5 - 3 # 5 #3 24" B103 8 14 +9'-4" 2 # 5 2 # 5 #3 (12) # 3 @ 5" O/C 24" B105 8 35 +11'-1" 2# 5 2 LAYERS OF 2# 5 1 2# 5 #3 24" B106 +1114" SEE DETAIL. 3/S2 6107 12 24 +9'-4" 3 # 5 3 # 5 # 3 24" CONCRETE BEAM PER FRAMING PLANS (REINF. NOT SHOWN FOR CLARITY). BEAM POURED MONOLITHIC WITH COLUMN. SEE COL SCHED. ACI STD. HOOK ALIGNED W/ FOOTING BOTTOM REINF. i n w 0 z Y O SEE FOUNDATION ELEVATION M PLAN FOR FOOTING TYPE (GRADE BEAM, MONOLITHIC OR STEMWALL). °w x U Co EEm tx �n N � tV #4� ^ W� 2 U N OL SCHED #3 TIES - in 'v SEE COL 6c° SECTION CUT SCHED. O"p FEN 0- O m l CONC. COL. (E54 ANCHORAGE. S2 SCALE: 1 /2" = 1' #8 iD w 4" �6 #7 #6 rn I STANDARD HOOKS SCALE: 1/2" = 1' P.A. EmIIIIi ru. U �^ � v J U U M CC3 0 .1..1 .-t rUyJ, o S2 GL! DRYWALL TYP. ALUM WINDOW OR S.G.D. JAMB ATTACH TO CONC. THRU BUCK W/ 1/4" DIA. X 1 3/4" EMBED. PHILLIPS HEAD TAPCONS SPACED PER PRODUCT APPROVAL HILTI'CRS' 099-122 COIL NAILS @ 8" O/C 4" FROM CORNERS P.T. 1x 3 BUCK (WINDOWS) P.T. 1x 4 BUCK (DOORS) CAULK (TYP.) STUCCO NONSTRUCTURAL BUCK TYP. WINDOW & SLIDING 1 GLASS DOOR JAMB DETAIL S3 SCALEXT.S. WOOD DRYWALL r FURRING ISPACER FRAME ATTACHED TO 2x BUCK PER NOA'S SPECIFICATIONS. O o DOOR w� U� 0 O wa g BRICK IL MOLD WOOD BUCK: ATTACH TO STUCCO CONC. W/ 1/4" DIA. X 1 3/4" EMBED @ 12" O/C, 6" E.E. PROVIDE MIN 2 1/4" MASONRY EDGE DISTANCE TYP. SWING DOOR 2 BUCK DETAIL S3 SCALE:N.T.S. DRYWALL TYP. ALUM WINDOW OR S.G.D. JAMB WOODSCREW ATTACHMENT SPACED PER PRODUCT APPROVAL 1/4" X 3 1/4" PHILLIPS HEAD TAPCONS AT 12" O/C 4" FROM CORNERS P.T. 2x4 STRUCTURAL BUCK CAULK (TYP.) )CCO STRUCTURAL BUCK TYP. WINDOW &SLIDING 3�GLASS DOOR JAMB DETAIL S3 SCALEXT.S. FASTEN GARAGE BUCK WITH 1/4"X3-1/4" TAPCONS @ 8" O/C STAGGERED, 4" EACH END. PROVIDE GARAGE 1" DIAMETER WASHERS ON TAPCON. DOOR i--P.T.2x6 l� ❑ ❑ (TYP j LAN) CONC. BLOCK STUCCO FINISH FILLED CELL OR POURED COL. (SEE PLAN) 4 GARAGE BUCK DETAIL S3 SCALEXT.S. PRE -NOTCHED CONC MASONRY BLOCK. TYPICAL @ CONTROL JOINT LOCATION PREMOLDED JOINT FILLER L— TYPICAL VERTICAL REINF @ EACH SIDE OF CONTROL JOINT IN SOLID GROUTED CELLS 5 MASONRY WALL CONTROL JOINT S3 SCALE: N.T.S. WINDOW PER PLAN BUCK, SEE BUCK — DETAIL MIN. 8"xB" POURED CONC. SILLw/ UP TO12' OPENING WIDTH: (1) #5 CENTERED UP TO 15' OPENING WIDTH: (2) #5 AS SHOWN MIN. 8"x12" POURED CONC. SILL w/ UP TO 19' OPENING WIDTH: (2) #5 TOP & BOT CAULK RAISED SMOOTH STUCCO 1.5" MIN CLEAR CONC. WINDOW 6 SILL DETAIL S3 SCALE: N.T.S. REQUIREMENT OF THIS SECOND REBAR VARIES, SEE NOTE THIS DETAIL. VERTICAL REBAR IN CMU CELL UNDER WINDOW SILL. SPACED @ 48" O/C MAX. END WITH ACI HOOK INTO SILL AS SHOWN. (2) CORNER BARS TOTAL INSTERSECTING WALL CONDITION (4) CORNER BARS TOTAL 7 OND BEAM CORNER BARS 83 SCALE: 1 /211 = 1' 8x16 GROUTED BOND BEAM (FORMED WITH TWO COURSES OF KNOCK -OUT BLOCK). PROVIDE (1) # 7 TOP AND (1) # 7 BOTTOM. CONC. BOND BEAM, SEE BEAM SCHEDULE FOR SIZE & REINFORCEMENT. L-8"x8" FILLED CELLS SEE PLAN AND COLUMN SCHEDULE FOR REINF. 8 TYPICAL CHANGE IN S3 BOND BEAM HEIGHT SCALE: 1/2" = 1' REINFORCED FILLED CELL SEE PLAN FOR SIZE AND SPACING. 9 GAUGE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) 8"x8"x16" CONCRETE MASONRY UNITS CMU TYPICAL 9 REINFORCEMENT DETAIL S3 SCALE: N.T.S. DISCONTINUE BOND — BEAM BLOCK TO ALLOW FOR POURED CONC. BEAM. (2) # 7 MUST CONTINUE THROUGH CONC. BEAM UNINTERRUPTED. MIN. TYP. CONCRETE BEAM SIZE AND REINF. PER CONC BEAM SCHEDULE TOP BARS MIDDLE BARS (IF REQUIRED BY BEAM SCHEDULE) BOND BEAM: TYPICAL BEAM DROP 10 OVER OPENINGS 83 SCALE: 3/81, = 1' BLOCK COURSES OVER 8x16 GROUTED BOND BEAM PRECAST LINTEL (FORMED WITH TWO COURSES OF w/#4's @ 32" O/C. KNOCK -OUT BLOCK). PROVIDE (1) 24" LAPS. 5/10/2019 :pp010 fp P P. CLASSIC Structural Engineering # 7 TOP AND (1) # 7 BOTTOM. ROOF WIND ZONE DIAGRAM ZONE 1 . -41 15 PSF ZONE 2 : -68.94 PSF o _ ZONE 3 : -103.1 PSF l'J o 3 A -ZONE : 5.40 FEET P ECAST LINT L BY CAST ETE 4 10" 4'-1 4" INN BEARING TYP. (tJ� ON PRECAST LINiOLLED 12 WIND ZONE PRESSURE DIAGRAM S3 32'=1' 0' S' 10, 20' TYPICAL PRECAST LINTEL 11 OVER OPENINGS 83 SCALE: 3/8" = 1' SYMBOLLEGEND SYMBOL DESCRIPTION 4@6B-INNER STEEL REINFORCEMENT LEGEND: 4@6T-INNER -4@6 : #4's @ 6" O/C -B : BOTTOM 4@6T-OUTER -T: TOP -OUTER: OUTERMOSTLAYER -INNER: INNERMOST LAYER 4@6B-OUTER -TEMP: TEMPERATURE AND SHRINKAGE REINF. 3 SECTION MARK - DETAIL NUMBER / SHEET NUMBER ROOF RIDGE LINES 4 FLOOR STEP FB-3-3-31 CONCRETE BEAM CALLOUT - SEE SCHEDULE SC1 STEEL COLUMN ABOVE FLOOR LEVEL C1 STEEL COLUMN BELOW FLOOR LEVEL REVISION NUMBER - SEE TITLE BLOCK FOR DATE /Q � ` REVISION CLOUD ABOVE BELOW STEEL COLUMN rwJOISTS OR TRUSSES - SEE SHOP DRAWINGS PARTITION CONCRETE COLUMN - SEE CONC. COL SCHED. ABOVE BW 6 FILLED CELL - SEE CONC. COL. SCHED. 0 CMU WALL CURRENT LEVEL CMU WALL ONE LEVEL BELOW NEW CONCRETE SLAB NEW CONCRETE BEAM NEW CONCRETE FOOTING T-yP. WELD SYMBOLS F q da TIE BEAM TRANSITION SYMBOLS + + UPLIFT FORCES & CONNECTORS -SEE STRAP SCHED. ELEVATION MARKER - SEE ARCH PLANS FOR +0'-0" +55.06 WIND PRESSURES ON OPENINGS (GIVEN IN PSF) 88.88 CONCRETE WALL VERTICAL REINFORCEMENT. SEE FOUNDATION / FRAMING PLANS FOR LOCATIONS 7�-�'T r THICK DASHED LINE REPRESENTS OPENING ON 1._»_J STORY BELOW REINFORCED MASONRY WALL ZONE A: NAILING SCHEDUL BUILDING BOUNDARY ALL OHTER PLYWOOD EDG FIELD ZONE B: NAILING SCHEDUL BUILDING BOUNDARY ALL OHTER PLYWOOD EDC FIELD 01 O O REVISIONS BY DATE FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM PROJECT# - FARID@PROJECTCLASSIC.COM 1275 - 08 O O 0 c O 101 O SPLICE TOP BARS ONLY OVER THE MIDDLE OF THE BEAM IN BETWEEN -- NOTE: SEE REINFORCEMENT SPLICE INTERMEDIATE SUPPORTS (IF A CHART INCLUDED IN THIS SET OF 90 DEGREE ACI STANDARD HOOK SPLICE IS REQUIRED) STRUCTURAL PLANS FOR @ BEAM END SPLICE BOTTOM BARS ONLY A DETERMINING APPROPRIATE BEAM SPLICE LENGTHS. OVER THE INTERMEDIATE BEAM SUPPORTS (IF A SPLICE IS REQUIRED). TO EXTERIOR FACE OF STD. HOO j w :=�= —h ' \ \ — SEC. A-A� INTO SUPPORTS STIRRUPS w A 1-1/2" CLEAR CONC COVER L1 = CLEARSPAN TO THE TIES ON ALL ELEVATED BEAMS 3" CLEAR CONC COVER TERMINAWITH v ON ALL GRADE BEAM 90 DEG. ACI STANDARD HOOK iv SIDES CAST AGAINST SOIL 14 TYPICAL MULTI SPAN BEAM REINFORCING DETAIL S3 SCALE: N.T.S. • PLANS DRAWING USED BY, OR ➢ISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOTT, ARCHITECTS, PA WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, 1. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDM13NS SHOWN BY THESE ➢RAVINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 0DO9. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. S3 STRUCTURAL NOTES CONCRETE TESTING 2x4 BLOCKING IN BETWEEN TOP REVIUM BY DATEQUALIFIED FIELD TESTING TECHNICIANS SHALL PREPARE SPECIMENS REQUIRED FOR CURING UNDER FIELD CONDITIONS CHORDS OF TRUSSES TO ,11\111 I If {7//j GENERAL AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING SPECIMENS FOR LABORATORY STRENGTH PROVIDE SUPPORT FOR ��� u,,, FAR I D AB U GATTAS P.E. PLYWOOD DECKING AT CHANGE Ne g®.•••••�` i 1` ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALLTAKE PRECEDENCE TESTS. OF FACE GRAIN DIRECTION. �� CEN1 ATTACH TO EACH ENDW/(2)16d �•' `' F'°°' 00 STRUCTURAL ENGINEER - - OVER STRUCTURAL ITEMS IN OTHER TRADES' PLANS . ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, ONE TEST (CONSISTING OF BREAKING (2) 6"0 TOE NAILS. 6 +� EXCEPTION: NOTES IN OTHER TRADES' PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM CONCRETE STRENGTH FOR DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES, MOLDED AS PER ASTM C31 AND TESTED PER ASTM C39) SHALL BE PLYWOOD 7� 731 8 TEXAS TRAIL FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN. PERFORMED ACCORDING TO THE MOST FREQUENT OF: FACE GRAIN PLYWOOD -ONCE A DAY FACE GRAIN _ - BOCA RATON, FLORIDA 33487 ---- ------ _ --- , PROJECT SPECIFIC CODES USED: ONCE EVERY 150 CUBIC YARDS P CLASSI C PHONE: 954 667 - 7803 FAX: 561 665 - 5438 - _-- -- -ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA WOOD ROOF TRUSSES SEE APPROVED SHOP �� '••.,•,q •'®��. P.E. LICENSE # 72471, CA#29407 -- ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE, 2014. THIS IMPLIES 7 DAY, 14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. DRAWINGS FOR !�.......... �0 % Structural Engineering WWW.PPROJECTCLASSIC.COM PROJECT# THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTING ITEMS). THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT THE TIME OF CONCRETE POUR AND OVERNING LAYOUT / '�AL ry Y� 5/10/2019 GRAVITY LOADING (ASCE 7.10, CHAPTER, TABLE C3-1 & C3-2) INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TESTING. ' /1 11111111` FARID@PROJECTCLASSIC.COM 1275 -- SEE GRAVITY LOADING CHART FOR DESIGN LOADS. IF LESS THAN 50 CUBIC YARDS ARE USED FOR A SINGLE CLASS OF CONCRETE, TESTING IS NOT REQUIRED IF SUFFICIENT EVIDENCE IS PROVIDED TO THE BUILDING OFFICIAL. PRE-ENG. ROOF DEFLECTION DESIGN CRITERIA TRUSSES @ 24" O.C. ALL MEMBERS (BEAMS, SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND SHALL BE WOOD TRUSSES (PRE-ENGINEERED) SEE APPROVED �( DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR: BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG ANY PANEL POINT. SHOP DRAWINGS. Q`I: • TOTAL LOAD: SPAN / 240 TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE WORKERS PER FBC TABLE 1607.1. 12 • REINFORCED CONCRETE ELEMENTS: LIVE LOAD+ LONGTERM SPAN / 360 INSTALLA PAIR OF SIMPSON NOTE: SEE ARCHITECTURALS • WALL / MULLIONS: L/ 175 SHEATHING PER PLAN GBC CLIP ANCHOR EACH CLIP SEE STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES, GIRDERS AND ANY CONNECTIONS REQUIRED BETWEEN THEM ARE FOR ROOFING TYPE. • OTHER ELEMENTS: LIVE LOAD: SPAN 1480 TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THE FORM OF SIGNED AND SEALED SHOP W/ 5-Sd NAILS TO TRUSS ARCH • ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS: LIVE: U240, TOTAL: U180 PER FBC TABLE 1604.3 DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGINEER OF RECORD FOR GENERAL COMPLIANCE WITH INITIAL AND 7-8d HAILS TO KICKER W LAYOUT AND DESIGN PARAMETERS. BEARING WALL, CMU OR OTHER, A WIND LOADING (ASCE 7-10) SEE FRAMING PLAN FOR SPECS. SEE PLYWOOD NAILING DETAIL /H\ WIND SPEED=170 MPH (3 SECOND GUST) TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING PLANS BY THE FOR NAILING PATTERN. - EXPOSURE = D ENGINEER OF RECORD. BUILDING TYPE= ENCLOSED, RIGID PRE NO. TRUSSES (I `� ��-•�( MRH= 14.95" TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING PRESSURES. @ 2 " O/C >r T/ TIE STRUCTURE CATEGORY = II KD=0.85 - EITHER ASD OR LRFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR DESIGNING THE VARIOUS DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN 1 PLYWOOD BEAM •I � Q � STRUCTURAL ELEMENTS IN THIS PROJECT. ACCORDANCE WITH THE FOLLOWING STANDARDS. INTERNAL PRESSURE COEFFICIENT=+/_ 0.18 2"x4" KICKER @ 24" GC 2"x4" KICKER @ 24' GC FRAPLAAGN BOTTOM CHORD BRACING ( Fr1 DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN SPECIFICATIONS FOR S4 S U P P O RT BLOCKING AND LATERAL RESTRAINTS F�-•I r7 ' COMPONENTS & CLADDING DESIGN WIND PRESSURES: METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: COMMENTARY SEE TYPICAL DETAILS. /•� WALLS: AND RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS SCALE: N.T.S. 2"x4"BLOCKING V J ^ 9'-4" HEIGHT (HIB-91)' @ 24" C/C W/ BOND BM OR TIEBEAM Tr1 ZONE 4=+41.92 PSF, -45.81 PSF 2-16D EACH SEE ARC U-I DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE BELOW REQUIREMENTS. ZONE 5=+41.92 PSF, 53.53 PSF CMU WALL MATERIAL SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD OR 3/8" PLYWOOD. W/ 11'-1" HEIGHT W/ #9 LADDER ZONE 4=+41.43 PSF, -05.31 PSF TYPE REINF FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 717.4.3 SUCH THAT ANY HORIZONTAL AREA DOES NOT SIMPSON HETA16 ZONE 5=+41.43 PSF, 5EXCEED 3000 SQFT. 2.53 PSF EVERY OTHER n ,r FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. SUCH THAT ANY HORIZONTAL AREA DOES COURSE HURRICANE TIES. TYPICAL i FF`.�1•-/�1 1-1�1-1 ROOF: SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT, SIZE AND PRESSURE. NOT EXCEED 1000 SOFT. SEE STRAP SCHEDULE REQUEST FOR INFORMATION MASONRY (TMS402-11/AC1530/ASCE 5, ASD) BOND BEAM ROOF C PLEASE USE HAND SKETCHES AND OTHER VISUAUWRITTEN METHODS TO COMMUNICATE A CONSTRUCTION QUESTION. GROUT ALL f r THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI CELLS BELOW TRUSS TO ^ N O SEND TO US VIA EMAIL OR FAX. 2 530-05/ASCE 5.05/TMS 402.05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON F.F. TYP. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 0 6 WALL BRACING DETAIL �T CONTRACTING NOTES GO PAVERS ON SAND /� REINFORCED CMU WALL Cn MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF my S4 SCALE: 1 /2" - 1 PSEE LAN FOR VERTICAL LND FRAMING BOND BEAM • GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY INTERACT WITH INDIVIDUAL UNITS PER FBCR 606.4. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. ALL - - - ID ETAI L OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC). ALTHOUGH TRADE COORDINATION HAS BEEN REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM REINFORCEMENT DIAMETER AND DESIGNATION A-615 GRADE 60. FIN. GRADE. w PERFORMED, THIS OFFICE SHALL BE CONTACTED IMMEDIATELY IN CASE THE CONTRACTOR FINDS ANY.AIISSINGI REINF � � LOCATION. AMBIGUOUS UNCLEAR OR CONFLICTING INFORMATION. �', g PER SEE TYPICAL DETAIL FOR SN� SCALE: 3/4" - 11 • THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED STRUCTURAL ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE - iv SCHED. - LADDER TYPE REINFORCEMENT. M PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS. STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. MORTAR MAY 0 • ALL OPENINGS BELOW 60'-O" TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS BE RE -TEMPERED WITH WATER TO REGAIN WORKABILITY FOR NO MORE THAN 2.5 HOURS AFTER INITIAL MIXING. - jay O • GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY. • CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS IN EXCESS OF GROUT SHALL BE A HIGH SLUMP MIX (W-11") IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM THEIR CAPACITY. COMPRESSIVE STRENGTH OF 3000 PSI. NO TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. SCHEDULE • THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE FLORIDA BUILDING CODE. AND THE APPROVED STRUCTURAL PLANS. FBCR4407.4.1.6: PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND PROJECT PLANS DETAILS &ARCHITECTURAL BACKGROUNDS COURSE FOR ALL EXTERIOR WALLS. THIS REINFORCEMENT SHALL EXTEND MINVINTO ALL CONCRETE COLUMNS. 2 CMU AND PAVERS REBAR NOT SHOP DRAWINGS: (6) #3 FULL HEIGHT SHOWN ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED. DETAILS THAT FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES HAVE STAMPED AND: S4 TIES REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL CONFLICTING GENERAL CONTRACTOR HAS VERIFIED: SCALE: 1 I2NO = 1N FOR CLARITY ITEMS. -FIELD DIMENSIONS ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADE'S DRAWINGS (ELEVATIONS,. PARTITION LOCATIONS, ETC) -AS BUILT VARIATIONS WHICH MAY AFFECT CONNECTION DETAILS STEEL ANGLE: HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY. REFER TO THE CORRESPONDING TRADE'S -GENERAL COMPLIANCE WITH THE APPROVED PLANS AHU HANGER: L3x3X1/4x8" (6 ) #5x30"x30" PLANS FOR FINAL LAYOUTS AND DETAILS. • ARCHITECT HAS VERIFIED: 3/8"O HEADED RODS AT UNDERSIDE. BEAM CORNER ELDED OR (3) 1/4'PJ THROUGH BOLTS. DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION NEEDED IS -INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILINGTHREADED END AT TOP, SECURE WITH NUTWBARS ( HEIGHTS, COFFERS, VAULTS UNAVAILABLE, PLEASE CONTACT THIS OFFICE. AND ANY OTHER GEOMETRICAL CEILING FEATURES. OTHERWISE LOCKED TO ROD) -LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH 4 TOTAL TO SECURE TO 2 TRUSSES - SHALLOW FOUNDATION (SOIL PRESSURE:ASDMINIMUM AREAS DESIGNATED FOR STORAGE SPACES., FOOTING DESIGN: LRFD) _EXTERIOR WALL RECESSES DIA. HILTI "HAS" THREE BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,500 PSF. THREADED 13/16"ROD PER U SITE PREPARATION (ANY DE-MUCKING,DE-WATERING, PRE -CONSOLIDATION, COMPACTION, PRESCRIBED TESTING OR ANY GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY SIDE, DRILL EPDXY DIA. THE DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANTICIPATE FOR TIME OF REVIEW, ADJUSTMENT AND X 6" AND EPDXY IN 0) .a1 OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED IN THE SOILS REPORT) TO BE PERFORMED PER (HILTI HY150 '~ RESUBMITTAL. SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH THE DESIGN PARAMETERS SPECIFIED IN THESE TRUSS TOP ) SOILS AND SUBSURFACE INVESTIGATION: ' PLANS BUT IN NO CASE LESS THAN THE MINIMUMS REQUIRED BY THE ABOVE MENTIONED CODES. DESIGN PARAMETERS USED AND ALL LOADS FROM SPECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED GFA INTERNATIONAL INC. JANUARY 8, 2014 IN THE REVIEW PACKAGE. TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12 BELOW FINISHED GRADE. ABBREVIATION LEGEND: LW - LONG WAY PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES. ADDL -ADDITIONAL LRFD - LOAD AND RESISTANCE FACTOR WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS, BASE OF FOOTINGS SHALL BE DEEP ENOUGH AS TO BE LEVEL AB - ANCHOR BOLT DESIGN (� WITH THE FOOTING/BASE OF THE ADJACENT RETAINING WALLIPOOL. ACI - AMERICAN CONCRETE INSTITUTE LL - LIVE LOAD V ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT U.N.O. AISI - AMERICAN IRON AND STEEL LLBB -STEEL ANGLES WITH LONG LEGS THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE, INSPECT, VERIFY AND/OR CORRECT ANY INSTITUTE BACK TO BACK SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE. AISC - AMERICAN INSTITUTE OF STEEL MC.) - MASONRY CONTROL JOINT THE CONTRACTOR SHALL DE -WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY SOIL. CONSTRUCTION MO - MASONRY OPENING STEEL CHORD M U j ? / Z n -J 114" STL PLP E r l AL - ALUMINUM MFR -MANUFACTURER STUD: U.N.O. ^ v •"� ANCHORING SPECIFICATIONS ASD - ALLOWABLE STRESS DESIGN MIN - MINIMUM 40OS200-68 I 1 Lo BAL- BALANCE,REMAINING MISC -MISCELLANEOUS (4"0.2"-14GA) - - H r r_'-, EPDXY SHALL BE HILTI HIT HY 150 MAX BP - BASE PLATE NTS - NOT TO SCALE 2 PL-W-_ CONCRETE SCREWS SHALL BE HILTI KWIK-CON II (NOA#12-0625.05) BOT - BOTTOM O/C - ON CENTER SPACING FIELD MEASURE BEAM Y 3 Vy+1" l_`, 1-, l EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTI KWIK BOLT 30R EQUAL. CANT - CANTILEVERED OD - OUTSIDE DIAMETER DROP TO ALLOW FOR 3 PLY =W= 5%4 PLY -W-7Y"" �� 1l4" �u•.( CIP - CAST IN PLACE PT _ PRESSURE TREATED WOOD - 5" LOWER BOLT I 3000 PSI CONCRETE (ACI 31841, 315-08, LRFD) CL -CENTER LINE PSI 1 LB PER SQUARE INCH EDGE DISTANCE CLG - CEILING PSF • 1 LB PER SQUARE FOOT TOP VIEW READY MIX CONCRETE TO ACHIEVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI FOR ALL STRUCTURAL ELEMENTS CUR - CLEAR PLF - 1 LB PER LINEAR FOOT U U (INCLUDING, BUT NOT LIMITED TO FOOTINGS, SLABS, BEAMS, COLUMNS) UNLESS OTHERWISE NOTED ON THE STRUCTURAL CONC -CONCRETE R.S.-PLATE TRUSS BOTTOM CHORD PLANS. SLABS ON GRADE SHALL BE PERMITTED TO BE POURED WITH 2500 PSI CONCRETE AND 0.5 WATER TO CEMENT CJ - CONTROL JOINT / CONSTRUCTION R.-RING SHANK NAIL UA H UUNIT 8" MIN DEPTH JOINT RC - REINFORCED CONCRETE PROVIDE 314" CDX PLYWOOD SEE STEEL GIRDER BUCKET r�--tRATIO. SDS - SELF DRILLING SCREW SERVICE FLOORING TO CONCRETE OR GROUT V CONN. -CONNECTION ISOMETRIC PER TYPICAL DETAILSLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC: SHALL COMPLY WITH ASTM A-185. FABRIC SHALL BE CMU -CONCRETE MASONRY UNIT STD -STANDARD BEARS OVER TOO SERVICE AHU. OOD O U N T I N G DETAIL FILLED CMU SLBB -STEEL ANGLES WITH SHORT LEGS 3 1/4" �B DBA -DEFORMED BAR ANCHOR BOTTOM CHORDS AND PLACED } FROM THE TOP OF THE SLAB. LAPS SHALL BE 6" MIN. WWM SHALL BE OVERLAPPED 30" AT PERIMETERS. DIET - DETAIL BACK TO BACK FASTENED WITH Bd's @ 6" O/C. SCALE: N.T.S 1 1/4" CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE MIX IS TO BE PLACED. DL -DEAD LOAD SCHED- SCHEDULE DIA -DIAMETER SJI - STEEL JOIST INSTITUTE 31/2" 11/16"DIA. HOLES CONCRETE REINFORCEMENT (ACI 318-11, 315, LRFD) EA -EACH SDI - STEEL DECK INSTITUTE W1.4 X W1.4 - 616 WWM SLOPE PER PLAN GRADE 5„ FOR 5/8" DIA. E.E. -EACH END SW - SHEAR WALL OR FIBERMESH CONCRTHROUGH BOLTS SW -SHORT WAY TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED IN ALL AREAS OF THE SLAB AND RUNS E.W. -EACH WAY T.O.S _ -� 1 PERPENDICULAR TO THE MAIN REINFORCEMENT. EWTB -EACH WAY, TOP AND BOTTOM TON - 2000 LB SEE PLAN = _ EF - EACH FACE T/ - MEMBER'S TOP ELEVATION a - - - - - c STEEL BACK PLATE 114" CONCRETE REINFORCEMENT BARS, STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615 (GRADE 60). EJ - EXPANSION JOINT TS - TUBE STEEL (HOLLOW ----- _ _ co FOR BUCKET93 REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL STEEL SHALL CONFORM TO ASTM FBC -FLORIDA BUILDING CODE STRUCTURAL SECTION) A-706 (GRADE 60). REINFORCING BARS CONTAINING A LIGHT COAT OF RUST SHALL BE ALLOWED. FTG - FOOTING TOS -TOP OF SLAB 6" LAPPED AND TAPED _. _.. __.. p a Job No. 1306083 GA -GAUGE TOB TOP OF BEAM UNDISTURBED TERMITE - ^N -" _ - UNLESS NOTED OTHERWISE 6 MIL. V.B. OVER ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT. HS HEADED STUD /NELSON STUD U=0 UPLIFT VALUE IN LB 1 #4 CONT. REINF. -_ 8' STEEL BUCKET PER " GC GENERAL CONTRACTOR " FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX. VIF -VERIFY IN FIELD TREATED SOIL - HC-HOLLOWCORE _ ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES. HDG - HOT DIPPED GALVANIZED W/ -WITH _ 13/16" DIA. HOLES 0WELDED REINFORCEMENT SHALL CONFORM TO AWS DIA OR BE ASTM A706 GRADE 60. HSS • HOLLOW STRUCTURAL SECTION W WF - WELDED WIRE FABRIC 4 XTERIOR SLAB THICKENED EDGE � _ FORS/4"DIA ANCHORS o ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO). KLF - 1000 PER LINEAR FOOT _ FL-=05 FE M-AAOM ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. KO - KNOCK -OUT 9 -DIAMETER S4 SCALE. 3I4" - 1 w ALL IDEAS, DESIGNS, ARRANGEMENTS, L PLANS KSI - 1000 LB PER SQUARE INCH 1 KIP - 1000 LB _ INDICATED OR REPRESENTED BY THIS DRAWING o ARE OWNED BY, 6 THE PROPERTY OF THIS CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE: ; °• j OFFICE. 6 WERE CREATED, EVOLVED, 6 DEVELOPED FOR USE ON, 6 IN CONNECTION WITH THE CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUND: PRE-ENG. ROOF TRUSSES @ 24" O.C. m Z DESM, AREDARRANGGEEMENTS, OR OPLANS SHALL OF SUCH UB SEE APPROVED SHOP DRAWINGS. 07 g USED BY, OR DIs°sED TO ANY PERSON' FIR"' ALL BAR SIZES 3" LU 0.OR CORPORATION FOR ANY PURPOSE WHATSOEVER V D. WITHOUT THE WRITTEN PERNISSION OF RANDALL FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL: w w c 0 E. STOFFT, ARCHITECTS, PA WRITTEN DIMENSIONS #5 BARS OR SMALLER t-1/2• 4" THICK CONC. SLAB WI (1) w O I ON THESE DRAWINGS SHALL HAVE PRECEDENCE 12 O_ -I OVER SCALE MENSIONS. CONTRACTORS SHALL LAYER OF W1.4 X W1.4 - 6/6 N VERIFY & BE RESPONSIBLE FUN ALL DIMENSIONS ALL OTHER BAR SIZES 2" 4 - , _ L CONDITB]NS ON 111E JOB, 4 THIS OFFICE MUST SEE NOTE: SEE ARCHITECTURALS WWM (OVERLAPPED @ PERIM) w BE NOTIFIED OF ANY VARIATIONS FROM THE FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND (- y, ARCH FOR ROOFING TYPE. DIMENSIONS AND WNDITIONS SHOWN BY THESE SLABS, CAST IN PLACE WALLS a ' ' -r DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE T.O.S BEAMS AND COLUMNS 1•1/2" SEEP - MUST BE SUBMITTED TO THIS OFFICE FOR 1 y APPROVAL BEFORE PROCEEDING WITH 01% COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS. , , 3/8" STL. PLATE FABRICATION BRIS RESERVED V ITEMS SO NOTED. © ARC ALL ADD 2 # 5's - ` _ _ _ _ _ RIGHTS RESERVED RAN➢ALL STOPFT ARCHITECTS THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1 %AMOUNT OF REBAR TO BE USED AT THE DISCRETION OF THE - v LU STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS FOUND TO BE CRITICAL DURING CONSTRUCTION. 6 MIL. V.B. OVER w 4 SIDE VIEW COMPACTED TERMITE - ALL OTHER TRADES PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS, RECESSES, PIPES, SEE ARCH Adk TREATED SOIL - - -- LU FRONT VIEW PENETRATIONS, SLEEVES, ETC. ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH CONCRETE EPDXY TRANSVERSE REINF. - CONT. REINF. BONDING AGENT APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS. SEE PLAN FOR SIZE SEE SCHED. SEE PLAN FOR SIZE ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT, LAITANCE, DEBRIS, ETC, PRIOR AND SPACING AND SPACING 8 CORNER BUCKET_ S4 Q TO THE PLACEMENT OF ANY CONCRETE. �./ SECTION CONCRETE STEP DOWN AT EXTERIOR DOOR S4 SCALE: 1-1/21'= 1' CONCRETE PLACEMENT S4 SCALE: 3/4" = 1BEAM SEE AC1347.2R-10, 4.5: NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE PLACEMENT. SCHEDULE S4 SCALE: 3/4" = 1 N OF 04 CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS. AIR HANDALING UNIT fill 16F-- HATCH LEGEND' 11' 1" CLG 9'-4" A.F.F. 11'-1" A.F.P. 57'-4'rX 164" 0 cV 06 0 N I,.L06 _ .. O b N N 0 ni �I 0 ---..- -N 164 — — <V �— - " CLG. 9-4— - HT. N — �o N _o - N 1' 11 5/8" 9"' " CLG. /.' 00 HT. n y 45' 6" 29' 2" i I 13' 6" ' \ 2' 0" 2' 0" - 2 0" 2' 0 2' 0" TO" 2' 0" 2' 0" 2' 0 N B M 19A _Fq --: N 9-4' CLG. C) i } J9 i 11 — U w N J9 CJ3 G] , U HT. 2142' 0" 2' Dl 2' 0" 2' 0" " 2' 0" 2' 0" 2',0" 2' 0" ,e B HT. 13' 4" 6 2 6' 4" 59' 0" CJ5 B09G N / t / 1 9'_4" CLG. / 1 HT. .K I q' 111 Boi 22T„ B06 _ 1 / — 1 If -- — B05 B05' ti B05 —� L---== 0 N o' N 0 N 0 Ni 0 r\ i 9'4" CLG. -- _ HE J -- L 1I N I ® ti ti 22' 4" APPROVAL MARK INDICATES THAT SPECIALTY LOADS IMPOSEDBY THE MEMBERS SHOWN IN ' P. THESE *. r.. ,. COMPATIBLE f ! DESIGNEDADEQUATELY SUPPORTED BY THE STRUCTURE STRUCTURAL ENGINEER BY • .. • ENGINEER ;. RECORD. : TEXAS TRAIL ® APPROVED REVIEWED �. r. r aFLORIDA . F• P.E. LICENSE 72471, a •.f RESUBMIT WITH CORRECTIONS I Structural Eng' Tra WWW- .. "' ! r K + N O QQ�z �:�QZ -�w � O U r.z Fi H O w x F. W _ cn RANDALL L STOFFT ARCHITECTSo PJL 79 AR#0011105 APPROVED ® REVISE & RESUBMIT APPROVED AS CORRECTED REJECTED This review is only for general conformance with the design concept of tie pfect and general compliance with the information given in the contract Gorraetions or comments made on the sfwlp drawings during this review do not relieve the contractor from compliance vAth the require- rdthe r,,tars and specifications. Approval of a speft Itarn shall not include approval of an assembly of whd the item is a component. CuTt- tractor responsible for: Dimensions to be confirmed and coms4ated at the job sitar Infurnklion that pertains solely to the fabrication processes or to ties means, methods, techniques, sequences end procedures of construc- tion: ceordma#lbn of the wo* of all oihar trades: and for performing all work in a soft and atisactory manner. ,A: 05.07.19 �* Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> 1,000#) Horizontal (> 350#) * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO = o LEDGER CONNECTIONS BY BUILDER d d p (UNLESS NOTED OTHERWISE) E * NOTE: ALL CEILING DROPS BELOW BEAM ARE d a ,o E BY BUILDER (UNLESS NOTED OTHERWISE) p 3 * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW y E p p TRUSS I.D. AND TRUSS LOCATION ONLY. r THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN E = p OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. > > REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS s a z e FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER o Y d N o o o _ E 1u a TO BCSI-03 AND/OR ENGINEER OF RECORD 0 o p m REPRESENTS THE LEFT SIDE OF C1 EACH TRUSS DRAWING d 07 o p I ( NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS) A JUS24 H THD46 Q --- B JUS26 J MSH422 R C THD26 K MUS26 S --- D THD28 L - -- T --- E THD26-2 M GTWS2T U - - - F THD28-2 N - - - V - - - G IJUS46 P --- X - -- HBB I HANGER BY BUILDER BBB', BEAM BY BUILDER Z LSTA 12 @ TC & BC * NOTE: LSTA STRAP Zt LSTA 12 @ TC INDICATED TO BE USED IN CONCORDANCE WITH Zb LSTA 12 @ BC CORNERSEf DETAIL LOADING ROOF FLOOR WIND LOAD c LIVE LOAD 20 ASCE 7-10 c=i DEAD LOAD 28 170 MPH EXP D LIVE LOAD 10* CATEGORY II 00 m 0 DEAD LOAD 7 ENCLOSED d�`EoaQo = r L a r o c N- _ L 2 r s p d s o E o r �• y .- rn S_- a i c c 4 a L C C i o m o o rn 3 r p Q y 9 a= C=� = d d 0 0 0 d p E a E a d a 3 t o a a a E c c o r o z � o o 0 E c� v m E O TOTAL LOAD 55 FBC - 2017 a o a `!Ei DURATION FACTOR 1.25 TPI - 2014 o w� o E= c v c REV I DATE BY REMARKS a 2 E! m E = m = m ya y a3-oo >� s .r a s c +>- 8 m 0 o = 15 E It is understood that above E r TI conditions have been reviewed APPROVED p, c r 2 m p d N p & are acceptable for the p fabrication at trusses, APPROVED AS NOTED elevations, pitches, overhangs p p a fascias,ceiling REVISE AND RESUBMIT ^ E elevations/pitches, bearing d d m = REJECTED conditions & all detail pertaining M e o w p a to this truss placement plan. No back charges will be accepted without previous written DATE� approval from an A-1 Roof = E Trusses representative. REVIEWED BY _ ¢ a o • ` o M y p E PLAN DATE ARCH: 03/14/2019 STRUCT: 04/11/2019 CUSTOMER PHOENIX REALTY HOMES a o a o JOB NAME MODEL A 1,16 Ip c E p a OPTION(S) EXT LANAI d .Y d N O OJ N C Z N d c o c t COMMNTY TARPON FLATS s — " � p a 6C p 1 C C /LOT# �`� E t c=« o 0 0 CITY - o��pp= 3 o> COUNTY a = _ BLDG GARAGE BLDG o Z o � d E TYPE RIGHT # o o S, r= y p 2 N r E JOB # MASTER WPRHTFAL = r a DRAWN SCALE a 3 p = a DATE 05/03/2019 d r p a L W C W O r p ICE RH N.T.S. o G p r IQ E A-1 ROOF TRUSSES s sE o A FLORIDA CORPORATION o Ph 772-409-1010 / Fax 772-409-1015 >a O N O > O http://www.a1truss.com 7; , 21 011 HATCH LEGEND Ali 11' 1" CLG 19'-4" A.F.F. 11'-1" A.F.F. 57'-4" Y 9'-4" CLG. HT. 45' 6" 9'-4" CLG. I-H. am APPROVED REVIEWED B VN . APPROVED AS f ! • ■ RESUBMIT WTH CORPECTtONS P S P. CLASSIC Structural Fsrgttteerirg ----- 13' 6" B09G 9'-4" CLG. HT. FAR1 a ABUGATTAS, P.E. i 1 ENGINEER • TRAIL N r FLORIDA Oi s ♦! 33487 P.E. f WVWV-PROJECTCLASSIC,COM ` s s" w NiA[tL DATE 05.07.19 BY ip . Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> 1,000#) Horizontal (> 350#) 0 G a * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO o LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) = p 0 * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) a' * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN o E OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. T REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS a a a FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND//ORR ENGINEER OF RECORD " < " REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING ( NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS ) A JUS24 H THD46 Q - - - B JUS26 J MSH422 R - - - C THD26 K MUS26 S --- D THD28 L--- T --- E THD26-2 M GTWS2T U - - - F THD28-2 N - - - V - - - G JUS46 P - - - X HBB HANGER BY BUILDER BBB BEAM BY BUILDER Z LSTA 12 @ TC & BC * NOTE: LSTA STRAP a =.o a = d INDICATED TO BE USED IN d Zt LSTA 12 @ TC o a d d a _ CONCORDANCE WITH m 's s 4 Zb LSTA 12 @ BC CORNERSET DETAIL E LOADING ROOF FLOOR WIND LOAD 13 LIVE LOAD 20 ASCE 740 a of c=j DEAD LOAD 28 170 MPH EXP D 10* o LIVE LOAD CATEGORY II 00 7 m L)j DEAD LOAD ENCLOSED TOTAL LOAD 55 FBC - 2017 DURATION FACTOR 1.25 TPI - 2014 REV DATE BY REMARKS Ali - -'/--/---- - - It is understood that above conditions have been reviewed APPROVED & are acceptable for the fabrication at trusses, APPROVED AS NOTED elevations, pitches, overhangs, fascias,ceiling REVISE AND RESUBMIT elevations/pitches, bearing conditions & all detail pertaining REJECTED N E .o a o a to this truss placement plan. No 9 = = m ~ c^ back charges will be accepted - c a a> DATE without previous written " o = " e = approval from an A-1 Roof E y � ` o a l Trusses representative. REVIEWED BY N a E rn c s s 3 0 E PLAN DATE ARCH: 03/14/2019 STRUCT: 04/11/2019 c oV s .E CUSTOMER PHOENIX REALTY HOMES e a a a o s E m d > u a ¢ ` JOB NAME MODEL AE. a m OPTION(S) EXT LANAI a o L o y o an d a z COMMNTY r o w o cTARPON FLATS / LOT # s o o CITY o> d 3 o o v o N rn y COUNTY � L w BLDG GARAGE BLDG o o d E o Q TYPE # _ _ o = o ` RIGHT " = a L E O 01 E --Ed r C p 'O E c_ C O JOB # MASTER WPRHTFAL O DRAWN SCALE s 3 a= a o DATE 05/03/2019 o " o L a E _ '-' RH N.T.S. LLI � O O a w0.. Ol a o o d av m c o m c A-1 ROOF W o o o TRUSSES W a a= a=_= E a d E o s A FLORIDA CORPORATION d g o m o o ,o o Ph 772-409-1010 / Fax 772-409-1015 N a a http.-IAlvww.altruss.com � 0" HATCH LEGEND =11' 1" CLG 9'4' A.F.A 11'-1" A.F.F. J�a 'U�ac W jpaa m/�fiy • 1 °B`tgP�/ �d , ykb. 45, A," v_-- 164 V2" 1316" / r .. 1 C \ \\ _ -- - =_ --- = - - = -- - - C01G N HT.' N _ I ec��rr77ff e7+ te�� egg o N @ 108 —� M JA Fa 16' 4" $ 2' 0" 2' 0" 2' 0" 210.1 2' 0" 2' 0" 10" 24 04' Z 0-f N 0 ~ f A 7 u N \ h ti 4�. 'Al yj - @ A 9'•4" CLL. .A Q A N \\ 1 < O 9 @ 0-6 rY @ � Q U ry A A -- 5 BHT. / 1 9 \ N / / �914, CLG. HT. \ \\ K b „ _ 16' 4" 2' 4" 2' 0^ 2' t � T 0" 2' 0" - 2' 0" 2' 0" 2 " 2' 0" � I 22 --- 4" A _� ~ / _ do —_— \Ln jR \ K C~ WF 1'113 8" -- — - - (301 - ---- 9 �� CLG HANC 9UI 2R I DER, _ �\ ," .. p w w ,"' 5 ,, --- Q���� CI,.G. HT, F o HT. w -- -4" CLG 2 C33 HT. N €D 1 - x x kti xX .x 0 w - g - 3 3 61-1 C 11 224" 10,10" 13' 4" 6' 2" 6' 4" k - 59' 0" I APPROVAL MARK INDICATES THAT SPECIALTY LOADS IMPOSED BY THE MEMBERS SHOWN IN THESE SHOP DRAWINGS ARE COMPATIBLE AND ADEQUATELY SUPPORTED BY THE STRUCTURE DESIGNED BY THE STRUCTURAL ENGINEER OF RECORD. ® APPROVED REVIEWED BY: F.A ❑ APPROVED AS NOTED 05/07/19 ❑ RESUBMIT WITH CORRECTIONS t11111 I tl i is STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATAN, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 3438 P.E. LICENSE 72471. CA#29407 WW W. PROJ ECTCLASS IC.COM FARID@PROJECTCLASSIC.COM WINDALL Et, 81 OP-Ti 3372 9 11106 ❑ APPROVED ❑ REME & RESUBMIT 5 APPROVED AS CORRECTED ❑ REJECTED This review is rhnlyfor genera' conformance with the design cru ew of the pqe,i and goner compliance with the information given In the attract d=rers. Corradma or comments trade on the shop drawings dutmg Otis review do not relieve #fie contractor from compliance with the raquiree- m- is of the plane mid specfttbns. Approval of a sperm item shall ml mckide appmvat a an assembly of vtxh the item is a compons — Ci. 1- uador is resix"Ible for.. Dimensiens to be wnfimred and ccrmiated at the job sote; tnfomatim that pertain savvy to the fabrtlttcn arcWssrs ort0 *$ a tuns, me<tlods, terhntgties, sWrices and pt Wures of construc- tion: wardhattt n of the wink of all D#w trades: and for performing ell work in a sate and safi*ctM manner. DA1E:05.07.19 BY: Truss Load Alert Box --� Truss I.D. Gravity (> 5,000#) / Uplift (> 1,000#) Horizontal (> 350#) SCANNED BY St. Lucie County 1?45-0391%1). * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO N LEDGER CONNECTIONS BY BUILDER m b (UNLESS NOTED OTHERWISE) ® o = .� * NOTE: ALL CEILING DROPS BELOW BEAM ARE m JS a o — a m o a BY BUILDER (UNLESS NOTED OTHERWISE) o N a S r a B w m v o ,• * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW tE TRUSS I.D. AND TRUSS LOCATION ONLY. a " ;9we THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN e c = „ e a•" OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. - E > ' r = b ", REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS 2m o FOR GRAVITY AND UPLIFT LOADS, a s FOR BRACING &ERECTION DETAILS REFER � a •= m ^ _ � � TO BCSI-03 AND/OR ENGINEER OF RECORD m d 2 m s app p— N O m C i 20 w a REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING p ' �_ o a 00 'g ( NOTE: REFER TO USP CONNECTOR CATALOG xt FOR INSTALLATION DETAILS (A j JUS24 �H) THD46 I CQ> !B j JUS26 \/J� MSH422 (R—\/ - - - o = .o t0 4 o (CTHD26; MUS26 Si ! d THD28 O-- �E THD26-2 ® GTWS2T U� - - - m a -E a d THD28-2 �'_`1 -- cV --- �° _ ". io m o F m O JUS46 BB HANGER BY BUILDER BB BEAM BY BUILDER m m - t c E - N ZO LSTA 12 C� TC & BC * NOTE: LSTA STRAP m " % „ 2 INDICATED 70 BE USED IN a N ` — Zt LSTA 12 Q TC u o a d m 9 CONCORDANCE WITH m m tJ LSTA 12 @ CORNERSET DETAIL 79 r- o ' t '- LOADING ROOF FLOOR WIND LOAD m o = > m -- a LIVE LOAD 20 - ASCE 7-10 & ~ w DEAD LOAD 28 - 170 MPH EXP D _ a F LIVE LOAD 10* - CATEGORY II we `- m v DEAD LOAD 7 ENCLOSED --------_.— m TOTAL LOAD 55 - FBC - 2017 -bs4 k w DURATION FACTOR 1.25 TPI - 2014 REVI DATE I BY REMARKS o c f �. i N E o c Ni=Bz,b=A= m p m O F m m j G 3 m m ../._/..•_ _CD G y b O a.2 me v r o It is understood that above " _ A t 9 1 '5 E conditions have been reviewed ❑ APPROVED E _ N Y F & are acceptable for the m m m o b = APPROVED AS NOTED „ fabrication at trusses, _ ;s elevations pitches overhangs b 9 = m d REVISE AND RESUBMIT N g _ d e i fascias,ceiling ❑ G > elevations/pitches, bearing ❑ g m a a REJECTED _ :5 conditions & all detail pertaining m m e g a ci m to this truss placement plan. No a back charges will be accepted - DATE without previous written -g p = p o m m approval from an A-1 Roof a 0 9 Trusses representative. REVIEWED BY a m N = V m E PLAN DATE ARCH: 03�/1. 4/20mb, a N m mo E - p = p p O O t CUSTOMER PHOENIX REALTY HOMES JOB NAME MODEL A = a m= m m w s c=s ' OPTION(S) EXT LANAI �Hm-e m N ym O V m COMMNTY 1TARPON FLATS / LOT # a v L„ 9 a T= O V O N r=® E C _C O m m, _ = m CITY - o Oa-�3N - o m d a COUNTY m s m BLDG GARAGE BLDG RIG HT �jr TYPE R GH # «s- = JOB # - MASTER WPRHTFAL in m m DRAWN SCALE e a ;� b e m DATE 05/03/2019 RH N.T.S. oe�^'c�`w> --- ---- z - m c aQoom���� is r e' a m A-1 ROOF Yi G m p w TRUSSES W _ 9 = _ = E m A FLORIDA CORPORATION d o o m Ph 772-409-1010 / Fax 772-409-1015 > hftpJlwww. a 1 truss. com �c V :n 1A HATCH LEGEND 11' 1" CLG %///�//19'-4" A.F.F. k 11'-1" A.F.F. 16' 4" c 9'4" CLG rN HT. s N fV 0 iV 0 lV 1' 1115/$ 10,10" CLG. HT. 45' 6" 29' 2" 94' CLG. HT. o N O ry ,u " �t; 0 21/2" 210" 21011 2101' 210" TO" 10" 210" 70i, �� N a i L� 9'4" CLG. o U c L 9 1 CLC C^ V-------- 4% N I KI �— 'n_o / l HT. FO / / 1 I 1 w K) N Ce . _... _ B' : 2' 4" 2' O" 2' - T O" 2'0" � I T 0:' I 2' 0" 2 11 210 13' 4" 1. 61211 590" 61411 F 0 F 221411 9'-4" CLG. HT. 6' 8" 0 " 90 Dun Ow�vj z O Q Gaw0 W`nr 0 U)��Ci C) 10 F- F M " C Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> 1,000#) Horizontal (> 350#) 6003 311a 4: ❑QB * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) N * NOTE: ALL CEILING DROPS BELOW BEAM ARE a BY BUILDER (UNLESS NOTED OTHERWISE) e N * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW a TRUSS I.D. AND TRUSS LOCATION ONLY. e THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN E OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS = FOR GRAVITY AND UPLIFT LOADS. a FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD „ ~ — Q " " REPRESENTS THE LEFT SIDE OF ,,,/� `�. EACH TRUSS DRAWING d ( NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS) a w 'JUS24 Hi THD46 - O © JUS26 MSH422 ® e © THD26 OK MUS26 OS Q THD28 Q THD26-2 OM GTWS2T OU - - - s FF THD28-2 ON - - OV - - - m GO JUS46 BB HANGER BY BUILDER BB BEAM BY BUILDER s ZO LSTA 12 @ TC & BC * NOTE: LSTA STRAP d INDICATED TO BE USED IN 2t LSTA 12 @ TC CONCORDANCE WITH CORNERSET DETAIL =_ LSTA 12 @ BC LOADING ROOF FLOOR WIND LOAD m a LIVE LOAD 20 ASCE 7-10 00 v DEAD LOAD 28 170 MPH EXP D s o LIVE LOAD 10* CATEGORY 11 0 m = DEAD LOAD 7 ENCLOSED TOTAL LOAD 55 FBC-2017 L DURATION FACTOR 1.25 TPI - 2014 REV DATE BY REMARKS 1 05/08/2019 RH I REVISED DIMENSION LINE@GARAGE e N d O e s m a O L_ It is understood that above ❑ APPROVED " conditions have been reviewed E & are acceptable for the ❑ APPROVED AS NOTED m fabrication at trusses, elevations, pitches, overhangs, ❑ REVISE AND RESUBMIT e fascias,ceiling V elevations/pitches, bearing REJECTED ❑ e conditions & all detail pertaining to this truss placement plan. No = back charges will be accepted ~ DATE without previous written N approval from an A-1 Roof Trusses representative. REVIEWED BY = E PLAN DATE ARCH: 03/14/2019 STRUCT: 04/11/2019 CUSTOMER PHOENIX REALTY HOMES e t _ JOB NAME MODEL A d _ 0 OPTION(S) EXT LANAI e COMMNTY TARPON FLATS/ LOT e / LOT # CITY DUNESIDE DR, FORT PIERCE, FL _ COUNTY ST LUCIE BLDG GARAGE BLDG TYPE RIGHT # _ JOB # 76423 MASTER WPRHTFAL DRAWN SCALE DATE 0510312019 RH N.T.S. v_ Ila A-1 ROOF - TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http //www.a 1 truss. com .............. ...... `e a ce E `o d r w u = 6m ~ O F N O w G] — ti O N O i O O - „ N O O _ _ r C �.A V... e a e e E C v' O N O 'O C e E e e c e v o = e o a m _ M E `m H � •- _ _ = e C C t ~~ e N N W �.G L c u d •_ _„ I_ _O O H m rn d t c E v .e o N L m v . `m = O O C. •e u L e e a = c = C ve: y L y p F N e e � m - _ „t d � N9•� O « y d•p _ e % C 'a T C O d N O Y O O O a c E 9 E a m 8 3 M M E t o 0 o e e rn ?'- a c � c c o e E S '- o d^ R e a«Ei e d e e o a c E 3 o -5 rn o c ze rn m e & 3 E e e rn 3v >a` .y W O)6 = ,r O rni d H O� d C 0 > •' m la M E m j- rn d o � •= a .= 0 `y E� _ rn rn�n N O e y C a m e '- '^ e y0 d d C d E & = o e m y E e d • � o c a, = y N a v e e s � E v E _ = e c 0 3 e• � � d O d u w N�oo d e 'rnY O N o N � y > o e s = E - c e y c c« o c E a e e C 3 M o = e a -°�' d 1r. = t r y r" � W e e c� y E .✓'- ` o - � o e _ `e y �- s v y e. d do<o_ 3-9 = N o e w � O p 0 d = u e c W u O e o rnv o e W = _ = C E w e � o av =a t G c rn= e eom d y O O Y