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HomeMy WebLinkAboutBUILDING PERMIT APPLICATIONa s� ABBREVIATIONS ABV. ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING' ACOUS. ACOUSTICAL HDWD. HARDWOOD RWD. REDWOOD ADJ. ADJUSTABLE HDWE. HARDWARE R.W.L. RAIN WATER LEADER AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED, SCHEDULE BD. BOARD I.D. INSIDE DIAMETER SHT. SHEET BLDG. BUILDING INCAND. INCANDESCENT 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 MFR. MANUFACTURER TEL. TELEPHONE CTSK. COUNTERSUNK MIN. MINIMUM T&G. TONGUE AND GR'__;OVE DECOR. DECORATIVE MISC. MISCELLANEOUS THK. THICK DIET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DIA. DOUGLAS FIR MTO. MOUNTED T.O.FR. TOP OF FRAMING DIM. DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER ON. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE D.S. DOWN NO. NUMBER T O.PL. TOP OF PLATE DWG. DOWN SPOUT N.T.S. NOT TO SCALE TYP. TYPICAL EA. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE EL. EACH OBS. OBSCURE VERT NOTED VERTICAL ELEV. ELEVATION O.C. ON CENTER VEST. VESTIBULE ELEC. ELEVATOR O.D. OUTSIDE DIAMETER V.G.D.F. VERTICALGRAIN EQ. ELECTRICAL OFF. OFFICE W/ WITH EXH. EQUAL OPNG. OPENING WIO WITHOUT EXP. EXHAUST OPP. OPPOSITE W.C. WATERCLOSET EXT. EXPANSION PL. PLATE WD, WOOD EXIST. EXTERIOR PLAS. PLASTER WDW. WINDOW F.F. EXISTING PLYWD. PLYWOOD W.H. WATER HEATER FLASH. FINISH FLOOR PR. PAIR WSCT. WAINSCOT FLUOR. FLASHING PRCST. PRECAST WT. WEIGHT FT, FLUORESCENT P.T.D.F. PRESSURE SYMB. SYMBOLS FTG• FOOT/FEET PTN. TREATED & AND GA. FOOTING Q.T. PARTITION ANGLE GALV. GAUGE RAID. QUARRYTILE @ AT GL. GALVANIZED REINF. RADIUS 4 CENTERLINE GR. GLASS REQ. REINFORCE 0 DIAMETER OR ROUND GYP. GRADE RM. REQUIRED # POUND OR NUMBER H.B. GYPSUM ROOM HOSE BIBB IV Q�gMOG3 a 0000 000009 00000 0000 /%Hp OIEHIEML [2[E Ow�0�00 O�OoO� P&MHIEUM0 I, PERMITSTSIS PERMIT SETS ISSUED OQ BLDG. DEPT. REV #1 RECEI", .� JAIJ 13 2016 r� BUILDING CLASSIFICATION; FBC 2014 CHAPTER 3, GROUP R•3 OCCUPANCY TABLE 503, - TYPE V-B LIMITED TO 3-STORIES AND UNLIMITED S.F. PER FLOOR W _ _ - WIND LOADS AS PER FLORIDA BUILDING CODE, 2014 EDITION sa s --- ----------- -- SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DESIGN PARAMETERS, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-11. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASO 13th EDITION. BUILDING CODE REQUIREMENTS AND SPEC'S FOR MASONRY STRUCTURES (ACI 530-1 VASCE 5-11/TMS 402-11). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSVNFOPA NDS-2012). CONCEALED F4T'ENERS OR ATTACHMENTS ARE THE RESPONSIBILPOFTHE CONTRACTOR OF RECORD Li Lu I� ALL MAKWAMMU LAMM SHOWING U EACtOF18 AND SHOO OOMPUANCE WITH FBC ENEHUY CM MUST RIMAIN ON ALL OOOR8 AND WINDOWS UNTIL INSPIECT1ONS ARE APPROVED RESIDENTIAL CODE INFORMATION ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH THE SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2014 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2014 FBC-RESIDENTIAL 1, MUST MEET THE REQUIREMENTS AS OUTLINED IN SECTION R4501.17 - RESIDENTIAL SWIMMING BARRIER REQUIREMENT. 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET REQUIREMENT #1 (EXIT ALARMS) OR #2 (SELF -CLOSING, SELF LATCHING DEVICES) OF SECTION R4501.17.1.9. 3. ALL DEVICES OUTLINED IN SECTION R4501.17.1.9 SHALL BE MOUNTED AT 54" MIN. ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. THE G.C. IS:TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE REQUIREMENTS SET FORTH IN DRAWING NOT TO SCALE CHAPTER 45 OF THE 2014 FBC-RESIDENTIAL. ARCHITECT'S STATUS EARTH WOQK' TRUSSES* ROUGH CARPENTRY: TIMBER A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS. A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH 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 NATURE, HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH B, FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A:SOIL THE ASSUMPTION THAT THE FRAMIIN G 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 pF 2500 PSF AL WRITTEN R TION-SHALL BE SENT BEARING CAPACITY IT EN VE IFICA T TO THE FINAL TRUSS MFG. LAYOUT. THIS FIR NMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE AND MASONRY. CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE .FIN OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. BEARING POINTS, ETC.) CAN BEM DIFIED ONLY AFTER OBTAINING PERMISSION FROM AR ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS THE PRIME PROFESSIONAL OF REC RD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2'X4" STUDSMINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND OR OMISSIONS OF THE CO CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, MAKE STRUCTURAL E VISIONS ACC R RDINGLY. FINAL SIGNED AND BELLED ENGINEERING UNLESS OTHERWISE NOTED. ' CODES AS SPECIFIED BELOW: EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. APPLY VIBRATORY OOMPACTOR WITH A MINIMUM OF FOUR PASSES. TRUSS DRAWINGS MUST BE SUBMIT FED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; POURING OF FOUNDATION. D. ALL SUB -SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2 %4"s. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR CODE S ° PACTED TO LTOR ASTM D155 AL FLED PRO TO A DISTANCE D. SOIL SHALL BE O@M ( 7) - TR AMERICAN PLYWOOD CONSTRUCTION;ASSOCIATION,PLYWOOD DESIGN WOOD CONS OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE B. WOOD ROORTRUSSES RE A TO B DESIGNED FOR H WO WOOD BY A E. DOUBLE 2'O(4's SPIKED TOGETHER HER w/ 16dS 5' O/C STAGGERED MAY BE USED IN LIEU @ T SPECIFICATION. � AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS NATIONAL A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE - H 2 ARE FEET F A. DENSITY TESTS A PERFORMED F - AC 500 SQUARE O ARE RE TO BE MADE 12 E ORE PROFESSIONAL SPECIALTY CIALTY ENGINEER REGISTERED IN S THE T STATEOF FLORIDA. TRUSS 0 L OF 4'X " 4 POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NO NOTED LUMBER MANUFACTURERS ASSOCIATION NATIONAL DESIGN SPECIFICATION FOR STRESS CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD FABRICATOR TO PROVIDE PRE-FABF ICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. SHALL VERIFYALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE C. DESIGN, FABRICATION, AND INST kLLATION OF WOOD TRUSSES AND SHEET METAL F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 CONNECTORS SHALL BE IN ACCORD NCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. VS) WITH LESS THAN 12%PASSING 200 SAVE. FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF NOT MORE THAN 12' AND COMPACTED AS ABOVE. D. DESIGN SPECIFICATIONS FOR ME TAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI FOR REINFORCED CONCRETE (ACI 318.08 EDITION). (AMERICAN INSTITUTE OF STEEL F. TERMITE DAMAGE IS CLASSIFIED AS "VERY HEAVY" PER 2014 FBGRESIDENTIAL, TABLE 85); DESIGN SPECIFICATIONS FORM TRUSSES (FLODRXPCT 80); BRACING 7TAL PLATE CONNECTED PARALLEL CHORD ROOF WOOD TRUSSES: COMMENTARY G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH CONSTRUCTION) AISC AS0/13TH EDITION. BUILDING CODE REQUIREMENTS AND R301.2(1) AND PROTECTION SHALL BE IN ACCORDANCE WITH 2O14 FBC-BUILDING, SECTION RECOMMENDATIONS (BWT 76); HAN AND LING AND ERECTING WOOD TRIM AND CAREFULLY APPLY SO AS TO FORMA WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.08/ASCE 5-08/TMS 402-08). BUILDING 1816 & 2014 FBCRESIDENTIAL, SECTION 301.2 & R318. TRUSSES: COMMENTARY OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD AND RECOMMENDATIONS (HIB-91). ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS CONSTRUCTION (ANSI/NFOPA NDS-2005). CONCRETE: I THE PASSAGE OF WATER BEHIND THE FRAME. USE TREMCO 260 FLUID APPLIED WATER OF AMERICAN PLYWOOD ASSOCIATION. CONCRETE UNIT MASONRY: PROOFING. SEE WINDOW &DOOR DETAILS. B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY A. GENERAL ALL GiN4CRE1E 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. 318-11, A. THIS PROJECT IS DESIGNED AS E GINEERED UNIT MASONRY. FBC R4407.5 STRUCTURAL H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN DESIGN SHALL BE IN ACCORDANCE ITH ACI 530-1 VASCE 5-111TMS 402-11,.. BUILDING CODE HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE' OF. ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. B. PORTLAND CEMENT: ASTM C-150 TYPES I OR IT. LOW ALKALI, SILL TESTED AND REQUIREMENTS FOR MASONRY STRI JCTURES AND THE COMMENTARY ON BUILDING CODE WINDOW AND DOOR OPENINGS. CERTIFIED. USE TYKE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF REQUIREMENTS FOR MASONRY STR CTURES. - G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) _. PERMITS: MORE THAN 0.2 PERCENT. 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. C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 46 BAR DIAMETERS AT SPLICE GRADE, 4 PLY, IDES 2410, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDtNG OR OTHER DELETERIOUS MATERIALS. IN WALL REINFORCING, LAP HOE¢ TAL REINFORCING A MINIMUM OF30" AROUND AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS CORNERS. HORIZONTAL BARS SHAJ L BE TIED TO VERTICAL BARS AS THE WORK JHANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED MFABRICATED STEEL OF A. SOLID WOOD DOOR, MIN. 1-31W THICK, EQUIPPED w/ SELF -CLOSING DEVICE REQUIRED D. AGGREGATES: ASTM C33 FOR SLABS ON GRADE. PROGRESSES AND SHALL BE EMBE DED IN GROUT. PLACING OF HORIZONTAL THE. TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED ENDED BY BETWEEN GARAGE &MAIN HOUSE, PER 2014 FBC-RESIDENTIAL, SECTION R302.5.1. .JOB CONDITIONS: E. SAND: ASTM C-39 FOR SLABS ON GRADE. REINFORCING IN JOINTS OR MORTA REINFORCING. R WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. B. SAFETY GLAZING: (TEMPERED GLASS) DOOR SIDE -LIFTS WITHIN 12" OF DOOR GLASS TUB AND SHOWER ENCLOSURES WINDOW AND MIRRORS AT TUB AND SHOWERS WITH " A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND! F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6. F LNG: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1000 SIR IN SILLS LESS THAN 60" A.F.F. FRENCH DOORS, OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE SOILS REPORT. VERTICAL TO ALIGN WITH BLOCK CO E. CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AS OVER 9000 SIF ATTICSICSFOROR AREAS C. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. G. VAPOR BARRIER! BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. D. CLEAN OUT OPENINGS SHALL BE DROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, TOOLS. THEY !'HALL PROVIDE A NET CLEAR OPENING OF NOT LESS 20" WIDE, 24"HIGH BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION 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, AND 5.7 SQUARE FEET MINIMUM AREA, GRADS FLOOR OPENINGS 5.0 SQUARE FEET. THE DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. & 2,5W PSI FOR FOOTINGS 8 SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 E. MASONRY UNITS SHALL BE ASTM -90 TYPE 11 WITH MINIMUM COMPRESSIVE STRENGTH COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54' ABOVE FLOOR (MAX). PER 2014 FBC-RESIDENTIAL, SECTION R310. DAYS. ALL CONCRETE WORK SHALL COMPLY THE REQUIREMENTS OF THE ACI BUILDING OF 1900 PSI ON NET AREA OF INDIVI UAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF CHIMNEYS, FLOOR JOISTS OR TRUSSES. - B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS, DO NOT SCALE DRAWINGS. CODE (ACI 318-11) THE ACI DETAILING MANUAL (ACI 3151LATEST EDITION), AND THE SPECS. FOR STRUCTURAL CONCRETE TE FOR BUILDINGS (ACI EDITIONS CONCRETE MORTAR IN RUNNING 80N0 U.N.Q. L REINFORCING STEEL DRILL BE MANUFACTURED SHOP DRAWINGS: D. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FL ENERGY COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI REQUIRED BY FROM HIGH STRENGTH BILLET STEE CONFORMING TO ASTM DESIGNATION A-615 GRADE CODE. C. IF WORK IS BEING PREFORMED AN EXISTING BUILDING AND / ADDITION SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON 60. A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL E. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND IL EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALLEXISTING SHALL E IF IN ALTERATION(S)WITH GRADE LAP ALL WWF A MINIMUM OF 61NCHES U.N.O. ALL REINFORCING STEEL SHALL BE F. ALL MORTAR SHALL BE TYPE S IN CCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FORyARCHITECT'S REVIEW PRIOR TO FABRICATION TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE E CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 A MINIMUM COMPRESSIVE STRENGT STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A AND GRADE 60. LAP ALL BARS MINIMUM 48 DIA U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN IS REQUIRED FOR THIS P OJECT. DOOR THAT HAS A MIN. 29" CLEAR OPENING, PER 2014 FBC-RESIDENTIAL, SECTION R320.1.1. CONSTRUCTION DOCUMENTSTO THE ARCHITEC PS ATTENTION IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. WRITING PRIOR TO THE SUBMISSION OF BIDSGHT OR CONTRACT NEGOTIATIONS. THE G. GROUT SHALL BE A HIGH SLUMP IX (8"-111 IN ACCORDANCE WITH ASTM THERMAL MOISTURE PROTECTION: CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, REINFORCING STEEL: SPECIFICATION C476 HAVING MINI UM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN TESTING FOR GROUT STRENGTH IS I EQUIRED FOR THIS PROJECT. A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FLORIDA MODEL COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SE7 FORTH IN THE "MANUAL OF K SHALLE SECTION AND DETAILS ENERGY CODE, SECTION 9. MINIMUM OF R-19 BLANKET INSULATION AT ROOFS AND R-11 AT DOCUMENTS. STANDARD FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED H. PROVIDE 9 GAUGE HORIZONTAL J INT REINFORCEMENT (LADDER TYPE ONLY),AT FRAME WALLS: R4.2 ON MASONRY, UNLESS NOTED OTHERWISE. PROVIDE THERMAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND BY THE CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING AN EVERY SND COURSE FOR ALL E SECOND ERtORWALLS. ALL DETAILSSECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE , INSULATION AT ALL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTEDD. NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. REQUIREEMEMENNTT S ARE SPECIFIED IN THE CONTRACT DOCUMENTS. 1. 1ST AND 2ND CONSTRUCTION SH L BE IN ACCORDANCE WITH THE FLOOR -TIE -BEAM TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. TIGHTLY BETWEEN STUDS. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FLORIDA MODEL ENERGY CODE AS SUBMITTED. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. "SPECIFICATION FOR THE DESIGN A D CONSTRUCTION OF LOAD BEARING CONCRETE WORK NECESSARY TO . SLAB ON VAPOR BARRIER 2' (ELEVATED 1 X-) Q *BEAMS MASONRY" PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. PLUMBIN G FIXTURES: B. FINISH ROOF MATERIAL: SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY COMPLETE CONSTRUCTION: AND COLUMNS 11/2" ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S LATEST NOA ' FORMED CONCRETE BELOW GRADE 2" DOCUMENTATION AND THE 2014 FBG-BUILDING. AT THE COMPLETION OF THE WORK, THE A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE ` UNFORMED BELOW GRADE 3" A ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION .� CONTRACTOR ISHALL FURNISH A ROOFERS WRITTEN GUARANTEE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) ' FOOTING 3"CLEAR AT BOTTOM & SIDES 2'CLEAR OF TOP ' STRUCTURAL STEEL: COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. CLEAN UP / REPAIR: * SLABS 3/4" CLEAR AT STIR), 1 Yz"CLEAR AT TOP (EXTERIOR) BEAMS 11/2" CLEAR T STIRRUPS A. WORKMANSHIP: WORK SHALL CC MPLY WITH A.I.S.C. LATEST EDITION, UNLESS MORE A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE ° COLUMNS 1 1/2" CLEAR TO TIES EXACTING REQUIREMENTS ARE SPE IFIED IN THE CONTRACT DOCUMENTS. CLEAN AND FREE OF ALL TRAIN, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY B. ALL STRUCTURAL STEEL SHALL FABRICATED AND ERECTED IN ACCORDANCE WITH E , ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CODE. STRUCTUR L STEEL SHALL CONFORM TO ASTM SPECIFICATION CL CLEAN AND R ND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. A36. ALL STEEL TUBING & PIPE SHAD CONFORM TO ASTM SPECIFICATION A-500 GRADE B ® MASONRY WALL O WALL ABV OR BELOW D. GENERAL BEAM NOTES: (FY=46KSI). ALL STEEL TO HAVE A SF OF COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STIR. SEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. FIELD WELDING SHALL BE PERFORM 'AMERICAN WELDING SOCIETYS ST D BY WELDERS QUALIFIED, AS DESCRIBED IN NDARD QUALIFICATION PROCEDURE" GROUT FILLED CELL IN POTSHELF HEIGHT AS PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO BEAMS. (ASB D70X TO MASONRY WALL NOTED MATCH ADJACENT AREAS AND SURFACES, 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STIR. BEAM PER PERFORM THE TYPE OF WORK REQ ELECTRODES. IRED. ALL STEEL WELDING RODS SHALL BE E70XX POURED CONCRETE COL. ' CLIMATE & GEOGRAPHIC DESIGN CRITERIA: STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8- MAX.) TO FIT BLOCK WORK AND ® POURED CONCRETE COL. IN MASONRY WALL IN MASONRY WALL WINDOW AND DOOR HEADS. (�( NON -BEARING FRAME NON -BEARING FRAME A. PER 2014 FBC-RESIDENTIAL, TABLE R301.2(1),'SUBJECT TO DAMAGE' FROM 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM L.J WALL WALL WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS 'VERY DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO FRAME BEARING WALL SUPPORT U.N.O. INSULATED WALL IgSEp4ANSAND'ALLPROPOSED WORK $y wtyoIWYCORRECTIONS 4 UIREDNVPIELQINSPECTOR§THAT, Yxv>wumn MAYBE NECESSARY IN.ORDER TO: REiF11E�'FD si' r DATE • PL C BL E „0 D ES. A A PLAT H LL 0 _ ._.__W..�-- .. P ,. LAN$ AN PE Rh I MUS O • R A 0 INS EC7IOVWu,LB In r P CN Po r 0 x ;•$ - ARCH ITECTLRAL CS COVERSHEET SP SITE PLAN A101 FLOOR PLAN ROOFPLAN A201 A301 FRONT & RIGHT ELEVATIONS A302 REAR& LEFT ELEVATIONS A303 BUILCING SECTION A -A & WINDOW/ DOOR SCHEDULES REFLECTED CEILING PLAN Xx A401 A501 TYPICAL WALL SECTIONS A601 WINMW & DOOR DETAILS TYPICAL DETAILS, PLUMBING RISER & NOTES A7011 E101 ELECTRICAL PLAN, RISER, & SCHEDULES STRUCTURAL S1 FOUNDATION, 1st FLOOR FRAMING PLAN, & DETAILS S2 ROOF FRAMING PLAN & DETAILS S3 STRUCTURAL DETAILS S4 STRUCTURAL NOTES & DETAILS PROJECT TEAM ARCHITECT: RANDALLSTOFFTARCHITECTS 42 NORTH SWNTON AVE., SUITE 1 DELRAY BEACH, FLORIDA 33444 TEL: 561.243,0799, FAX: 561.243.0299 CONTACT: DON DURANTE EMAIL: DON@STOFFT.COM STRUCTURAL ENGINEER: PROJECT CLASSIC STRUCTURAL ENGINEERING 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 TEL: 954.667.7803, FAX: 561.665.5438 CONTACT: FARID ABUGATTAS, P.E. EMAIL: FARID@PROJECTCLASSIC,COM 1 15'-0" REAR SETBACK I J I ra O LINE OF REAR BUILDABLE EXTENTS LOT 22 125.001 Y co W m r (p F 59'-10" ]LOT 23 MIN. E.F. ELEVATION 7.70' N.G.V.D. (6.21' N.A.V.D.) (ENSURE ELEVATION IS MIN. 18" ABOVE CROWN OF ROAD) w o 4wp` zo w r�1- Q 0 0 — 125.001 z 0 9 LOT 24 A MINIMUM FLOOR ELEVATION 6.50 FEET (NGVD) = 5.01 FEET (NAVD) MINIMUM CROWN OF ROAD ELEVATION 5.00 FEET (NGVD) = 3.51 FEET (NAVD) FLOOD ELEVATION THE OVERALL SUBJECT PROPERTY LIES WITHIN THE FOLLOWING FLOOD HAZARD ZONES PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12111C0093J, DATED: FEBRUARY 16, 2012: ZONE AE - BASE FLOOD ELEVATION = 4 FEET (NAVD) ZONE X - N/A A.C. COMPRESSOR ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD (MAINTAIN 6" MIN. ABOVE ADJACENT GRADE m 10'x10' UTILI EASEME EXISTING FIRE HYDRANT EXISTING WATER METER 33'-4" WATER METER 25'-0" FRONT SETBACK 25'-6" 10'-0" ACCESS & UTILITY EASEMENT 9 I WATER bo I METER I i I 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. +/-9,375 S.F. LOT COVERAGE (SEE CALCULATIONS, THIS SHEET) 30% = 2,812 S.F. (MAX) 28.79 % = 2,699 S.F. ROADWAY FRONTAGE 30'-0" (MIN) 59'-0" FRONT SETBACK 25'-0" (MIN) VARIES (25'-6" MIN.) REAR SETBACK 15'-0" (MIN) VARIES (42'-2" MIN.) SIDE SETBACK 7'-6" (MIN) 8'-0" LEFT/ 8'-0" RIGHT STRUCTURE HEIGHT 35'-0' (MAX) +/-15'-5" 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. 10 a I �EXISTINGI MIAMI CURB 20'-0" CL i AREA CALCULATION FOR LOT COVERAGE FOOTPRINT 2699 SF 2699 SF I I I EXISTING W MIAMI CURB j I T I � ' 20'-0" 0 N Q � Z ] w w¢ x EXISTING SANITARY SEWER MANHOLE CONCRE E DRIVEWAY PAVERS ON SETTING SAND ON 6" CRUSHED CONCRETE (COMPACIfED TO 98% AASHTO T-180) ON, WELL COMPACTED PROPOSED 4'-0" WIDE CONCRETE SIDEWALK ----------------- ;------------1 a I I 4 I I 0 a n SITE PLAN W r NCN I.f W a w 1s-z x QUEEN II 1 0�� 1" A3oz �. 103 113 112 5'4" 1 x 1 r 123 -I 122 16,Z x 11181 IM 103 132 - - - - - - - - 1oz O ----- SEE SHEET A303 FOR WINDOW & DOOR SCHEDULES A -A 1 A303 A302 I�o�Gnalri'�i -i!!�!i SIIiC/l/II� 129 BEDROO �i -- 11 Ifh� I-11 11111li11ii1amml \ 11= e 110. I� I 1 A301 A -A A303 MASTER BEDROOh INN* x 1&-0' 9'-4" C.H. Y Imm m7l 0 FLOOR PLAN HB 106 1st FLOOR PLAN 100 SERIES KEYNOTE 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 SHOWERENCLOSURE & DOOR SYSTEM. 104 NOT USED. 105 16" DEEP x 18" HIGH SHOWER SEAT. 106 BUDDER SUPPLIED & INSTALLED 36"x66" ROMAN STYLE TUB SET IN TUB DECK VERIFY UNDERMOUNT OR DECK MOUNT TUB & LOCATION OF TUB CONTROLS. 107 22" x 54. ATTIC ACCESS HATCH IN GARAGE ONLY. SHE DETAIL ON DETAIL SHEET. 108 22" x 36" ATTIC ACCESS HATCH. SEE DETAIL ON DETAIL SHEET. 109 AIR HANDLING UNIT #1 IN ATTIC HUNG FROM ROOF TRUSSES. SEE MECHANICAL PLANS. 110 A.C. COMPRESSOR #1 ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. VERIFY SIZE OF PAD w/ A.C. COMPRESSOR SPECIFICATION. SEE STRUCTURAL DWO'a FOR CONCRETE PAD DETAILS. 111 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL 36" REFRIGERATOR/ FREEZER COMBO. SEE KITCHEN NOTE BELOW. n2 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 STAINLESS STEEL DISHWASHER SEE KITCHEN NOTEBELOW. 115 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL MICROWAVE ABOVE RANGE, SEE KITCHEN NOTE BELOW. 116 NOT USED. 117 BUILDER SUPPLIED & INSTALLED 50 GALLON ELECTRIC HOT WATER BEATER w/ BEAT PUMP. 118 BUILDER SUPPLIED & INSTALLED VHNT'I.ATED, VINYL COATED, CLOSET SHELVING. 119 NOT USED. 120 NOT USED. 121 BUILDER SUPPLIED & INSTALLED SAND BHT PAVERS 122 36" HIGH PREP COUNTERTOP w/ CABINETS ABOVE & BELOW. SEE KITCHEN NOTE BELOW. 123 M" HIGH (FINISHED) PREP COUNTERTOP w/ CABINETS BELOW. SEE KITCHI/NNOTE BELOW. 124 42" HIGH (FINISHED) COUNTERTOP w/ KNEESPACE. PROVIDE 2x6 WOOD STUD KNEBWALL SUPPORT BELOW. SEE KITCHEN NOTE BELOW. 125 36" HIGH VINISHED) BATHROOM VANITY w/ CABINET BELOW. 126 NOT USED. 127 HOSE BIB. 128 LATTICE PANEL ABOVE. SEE ELEVATIONS. 129 BUILDER SUPPLIED& INSTALLED VANITY MIRROR, FULL VANITY WIDTH, MIN. 42" HIGH ABOVE VANITY TOP. 130 42" HIGH KNESWALL. 131 VINYL FAUX SHUTTERS. SHUTTERS TO BE 1/2 THE WINDOW WIDTH, UNLESS NOTED OTHERWISE SEE ELEVATIONS & BUDDING SECTION. 132 +/-1-I/4" STUCCO COLUMN BUMP OUT. SEE ELEVATIONS, 133 MEN. R-1I BATT. INSULATION IN CAVITIES BETWEEN STUDS BETWEEN AIR CONDITIONED & NON -AIR CONDITIONED SPACE. NOTgs- L VERIFY ALL KITCHEN APPLIANCE SPECIFICATIONS & LOCATIONS, AS WELL AS CABINETRY w/ KITCHEN CABINET SUPPLIER. GARAGE NOTES: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THAN I/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. PROVIDP MIN. R-11 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 w/ RODENT SCREENS. SEE VENTILATION CALCULATIONS THIS SHEET. TOTAL AIR CONDITIONED GARAGE VENTILATION CALCULATIONS AREA CALCULATION PER 2014 FBC-MECHANICAL A/C - 1ST FLOOR 1976 SF TOTAL A/C AREA 1976 SF VENTILATION PER SECTION 403, TABLE 403.3: OCCUPANCY: GARAGE (483 S.F.) CFM/ CAR: 100 CFM 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 193SF ENTERTAINING TOTAL AREA 2696 SF W REVLMIONS BY DATI PERMIT SETS ISSUED DWD 11.20.1 OQI BLDG. DEPT. REV #1 DWD 12.14.1 N r L I ,,W^^ v, 1 G W a� # OF CARS: 2 CFM REQUIRED: 2 x 100 = 200 CFM WIND Q 3 MPH = 264 FUMIN 200 CFM/ 264 FUMIN = 0.76 S.F. VENTILATION REQ'D 0.76 S.F. x 144 SQ. IN. = 109.44 SQ. IN. VENTILATION REQT) (2), 8"x16" VENT BLOCK REQUIRED. r� r 1 O ice% U Q) 4 U V1 l 7 w� •'�i � 1 �./ U b DEC 2015 FLOOR PLAN WOOD TRUSSES SP, @ 24" O.C. (SEE STRUCTURAL D N o IL N�O 9,_4„ C.H. Lu �2 O (D J co 2'-0" TYP. O.H. 9`-4" C.H. 6:12 SLOPE AIR HANDLING UINT IN ATTIC SPACE HUNG FROM ROOF TRUSSES (EXACT LOCATION TO BE DETERMINED IN FIELD) 1 AIR H NDLER L 'J 22"x54" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION w/TRUSS PLACEMENT oax N�O 0 6� SLOPE T-0" MAX. v a 9'-4" C.H. 6 12 —BUILT-UP CRICKET BY TRUSS COMPANY A -A A303 A302 i oa= 1 w N 0. 1 I NEW 22' 6"' ACCESS 1 COORDINATE FINAL LOCI I w/ TRUSS PLACEI WOOD ROOF TRUSSES SPACED 0 24" O.C. MAX. m N II - IIIIII 9'-4" C.H. wo 9'-4" C.H. 1 rr I1CH1P21 Ii a9'4'1. N O9-4"C.H. Om0 II i.,, U 11.1 ilki m1m I Em I I TYP. O.H. 6:12 LOPE Na �O J 9'-4" C.H. 9'-4" 2'-0" TYP. O.H. ROOF PLAN WOOD ROOF TRUSSES SPACED @ 24" O.C. MAX. (SEE STRUCTURAL DWG's) ROOF TRUSS STRUQT, SUPPORTSYSTEM Q rr- w w RET. AIR DUCT PROVIDE CD DRAIN TRAP W/ MIN. 2" WATERSEAL PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS NOTE: PROVIDE A FLOAT SWITCH IN DRAIN PANINTERLOCKED W/AHU CONTROL CIRCUIT. PROVIDE 1/2"0 THREADED ROD w/ WASHERS & DOUBLE NUTS aQ E.E., RUN ROD FROM CHANNEL BELOW UNIT UP THRU TOP CHORD OF ROOF JOIST. Y AIR DUCT SLOPE CD 1/8"/FT. MIN. NOT TO SCALE 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) 2. REFER TO STRUCTURAL ENGINEERING'S' SHEETS FOR COMPLETE STRUCTURAL & ROOF INFORMATION. 3. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. 4. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. R !OM N TOM TOM wg Cam_ NGN � W C REVISIONS BY DAT1 PERMIT SETS ISSUED DWD 11.20. ' 1 W nW O ✓W Q H I —I W � U � W � O M N u u `, I~ G u y�S�T ROOF PLAN TOP OF BEAM ELEVATION @+1V-1"ABV FIN. FLOOR _ o� TOP OF BEAM ELEVATION @+9'4" ABV FIN. FLOOR I I 1 A301 V I I TOP OF SLAB ELEVATION @ 0'-0" GARAGE TOP OF SLAB ELEVATION @ -0'-6" B.F.F. TOP OF BEAM ELEVATION @+11'-0"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'4" ABV FIN. FLOOR 2 a A302 TOP OF SLAB ELEVATION @ FT i\ GARAGE TOP OF SLAB ELEVATION @ -M' B.F.F Om 12 61 1drom ® 019 me MIN. 3 OUTRIGGERS o 0 ONSIDE in 1112 - Eo 0 4'-0' o in N_ — _ — — — — _ — — _ MIN. 48" RETURN OD2 ON SIDE IF*A 1 EE TOP OF BEAM ELEVATION — +11'-1"ABV FIN. FLOOR o> TOP OF BEAM ELEVATION @+9-4- ABV FIN. FLOOR I � A302 rn I _ _ TOP OF SLAB LL - ELEVATION � RIGHT ELEVATION 1 /4"= I'-0" MATERIAL LEGEND MARK MATERIAL MARK MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR Oil DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONS FOR MOUNTING HEIGHTS TO CENTER OF FIXTURE 002 SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE 012 NEW IMPACT RATED ALUMINUM WINDOW ONLY EE 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) W5 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY 015 SIDELIGHT SEE DOOR SCHEDULE) 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 IMPACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE) 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 017 FACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR (SEE DOOR SCHEDULE) 6"x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 008 (SEE TYPICAL WALL SECTIONS) 018 A.C. COMPRESSOR (SEE FLOOR PLAN 009 6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET VINYL VERTICAL FAUX WINDOW SHUTTER (1/2 WIDTH OF EE DETAIL AS INDICATED) 019 THE WINDOW UNLESS NOTED OTHERWISE 010 DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD, 020 OPTIONAL BBQ & CABINETRY (SEE FLOOR PLAN) 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/ ACT[)AL WINDOW AND DOOR SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION. 4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE. 11 _ TOP OF BEAM ELEVATION @+IV-1"ABV FIN. FLOOR 7-1 m TOP OF BEAM ELEVATION -- — — — — — — — — — — — — — @+914" ABV FIN. FLOOR I � 006 012 2 � I `I A301 o � co 003 TOP OF SLAB 004 _---_--- pc ___ ELEVATION @ 0'-0" 003 U007 002 FRONT ELEVATION 1 /4'=1'-0" Lo TOM TOM TOM H W F- NGN Lu (L REVISIONS BY DATE PERMIT SETS ISSUED OWD 11.20.15 W W W ../ I� W 1 C%� rV, H � O M N Q I-� CL1 ` u w " 4-1 "1 u low Job Not 130&083 NOV 19 2015 -. -R (3j ILl -- II I1105 F-X4.003,379 FRONT & RIGHT ELEVATIONS A301 AgkTOP OF BEAM ELEVATION @+I I'-1"ABV FIN. FLOOR Agk TOP OF BEAM ELEVATION @+9'4" ABV FIN. FLOOR I Aiik I 1 A302 a in I I TOP OF SLAB ELEVATION @ 0'-0" OILT-OP OF BEAM ELEVATION @+11'-1"ABV FIN. FLOOR OIL TOP OF BEAM ELEVATION - - @+9'4" ABV FIN. FLOOR I I 2 A301 I TOP OF SLAB ELEVATION @ 0'-0" A 1 12 6� 12 6 Iy CLI ih 20 005 � 012 011 � 12 6 II 0 MIN. 3 OUTRIGGERS D09 ON SIDE TOP OF BEAM ELEVATIO 11+11' 1"ABV FIN. FLOOR o> - - - TOP OF BEAM ELEVATION @+9'4" ABV FIN. FLOOR I I 1 c) `A301 TOP OF SLAB ELEVATION @ 0'-0" GARAGE TOP OF SLAB ELEVATION @ -0'-6" B.F.F. LEFT ELEVATION 1 /4"=1'-0" MATERIAL T , LEGEND MARK MATERIAL MARK MATEKU 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 Sc SIDES OF HOUSE 012 NEW IMPACT RATED ALUMINUM WINDOW ONLY SEE DETAIL AS INDICATED (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FROM OF HOUSE ONLY 013 FACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 IMPACT RATED ALUMINUM FRENCH DOOR (SEE DOOR SCHEDULE) 005 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY 015 SIDELIGHT EE DOOR SCHEDULE 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 FACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE 007 RAISED STUCCO SILL (SEE DETAIL AS INDICAEED) 017 FACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR (SEE DOOR SCHEDULE) 008 OxV FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 018 A.C. COMPRESSOR (SEE FLOOR PLAN) (SEE TYPICAL WALL SECTIONS) 009 G 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 OPTIONAL BBQ & CABINETRY (SEE FLOOR PLAN 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. ���.I EIII I I'I1T�r��I��►i�' � 11l m wI is 12 j v o 00 TOP OF BEAM ELEVATIO @+11'-1" ABV FIN. FLOOR TOP OF BEAM ELEVATION @+g'.4". ABV FIN. FLOOR I 2 I `f A302 m I TOP OF SLAB ELEVATION @ 0'-0" REAR ELEVATION 1 /4"=1'-0" Lo t� CD It N r r H W U) LNN Lu li REVISSIONS PERMIT SETS ISSUED R CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) FOAM & STUCCO OUTRIGG R & BRACKET (SEE ELEVATIONS & TYPICAL WALL SECTIONS) TOP OF BEAM ELEVATION :TMIU7 TOP OF BEAM ELEVATION 0+9-e ABV FIN. FLOOR 1st FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME SIZE Location Manufacturer Model ProductApproval# Approved Pressure Required Pressure Color Notes Number Interior Exterior Door Size - PR WxH Interior FExterior 101 3'-0" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD FOYER THERMA-TRU CORP. SMOOTH STAR SERIES FL#12334.4 +55.0 PSF, -55.0 PSF +40.53 PSF, - 4.46 PSF WHITE RAISED PANEL, STEEL DOOR w/ 16" SIDELIGHT 102 16'-0" x V-0" STEEL REINFORCED STEEL REINFORCED WOOD WOOD 2-CAR GARAGE DAB DOOR COMPANY, INC. MODEL 824/811 NOA# 15-0302.01 +48 PSF, -52 PSF +37.96 PSF, -45.46 WHITE RAISED PANEL, OVERHEAD STEEL GARAGE DOOR 103 2'-8" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD GARAGE THERMA-TRU CORP. SMOOTH STAR SERIES FL#5891.5 +67.0 PSF, -67.0 PSF +47.13 PSF, .61.38 PSF WHITE RAISED PANEL, STEEL MAN DOOR 104 12'-0" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM GREAT ROOM LAWSON INDUSTRIES, INC. SGD9200 NOA# 12-1204.12 +56.7 SPF, -65 PSF +42.68 PSF, -46.90 PSF WHITE 6-PANEL BI-PARTING SLIDING GLASS DOOR 105 2'-6" x V-0' I ALUMINUM ALUMINUM ALUMINUM ALUMINUM MASTER BEDROOM LAWSON INDUSTRIES, INC. LA PORTE NOA #13-0328.11 +56.7 PSF, -65.0 PSF +41.21 PSF -61.55 PSF WHITE FRENCH DOOR ALLMpNUFACWD SSIUANCE U FACTORS NN t COS MUST WITH FBC ENERGY vw�S A14D W„INDDOOW8 RUNTILI14BIPEC ARENrn - e 1st FLOOR INTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Remarks Number SIZE T e Type Door Size - PR WxH Material FType 110 3'-0" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. 111 T-W x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG 2-CAR GARAGE SEE INTERIOR DOOR NOTE #1 112 PR 1'4" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG BEDROOM #3 CLOSET 113 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #2 114 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #3 115 2'-8" x 8'-0" PRE -HUNG RAISED PANEL WOOD PRE -HUNG MASTER BEDROOM 116 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BEDROOM W.I.C. 117 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BATH 118 PR 1'-O" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. 119 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. 120 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #3 DOOR PROVIDES 29" CLEAR OPENING, SEE NOTE'E' ON COVER SHEET 121 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #2 122 4 V-O" x 8'-0" PRE -HUNG LOUVERED WOOD WOOD BEDROOM #2 CLOSET 123 PR 1'-4" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG SITTING/ FUTURE BEDROOM #4 CLOSET 1 4 & " x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM #4 INTERIOR DOOR NOTES: 1. GARAGE DOOR TO BE 1-3/4" THICK, BE SELF -CLOSING, & HAVE SOLID RABBETED JAMBS PER 2014 FLORIDA BUILDING CODE, RESIDENTIAL, SECTION R302.5.1. 1st FLOOR WINDOW SCHEDULE Number Size Sill Height Head Height Frame Material Type Location Manufacturer Model ProductApproval# Approved Pressure Required Pressure Color Notes Width Height Interior Exterior 101 2'-0" 4'-2" Y-10" A.F.F. 8'-0 A.F.F. ALUMINUM ALUMINUM SINGLE HUNG UTILITY ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +49.54 PSF, -53.96 PSF WHITE 102 T-0" 5'-2" T-10" A.F.F. 7'-4 A.F.F. ALUMINUM ALUMINUM SINGLE HUNG 2-CAR GARAGE LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +47.63 PSF -51.85 PSF WHITE 103 2'-0" T-2" 2-10" A.F.F. 8'-0 A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BATH #2 LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +49.74 PSF, -53.96 PSF WHITE SHOWER WINDOW 104 6'-0" V-40 V-8" A.F.F. 8'-0 A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #4 LAWSON INDUSTRIES INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +45.58 PSF, -58.29 PSF WHITE EGRESS WINDOW 105 2-8" 6-4" V-8" A.F.F. 8'-0A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES INC. SH7700 NOA# 14-0908.10 +80 PSF -80 PSF +44.31 PSF -55.75 PSF WHITE 106 Z-80 64" 1'-8" A.F.F. 8'-0' A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +44.31 PSF, -55.75 PSF WHITE 107 2'-8" 6'.4" V-8" A.F.F. 8'4A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF -80 PSF +44.31 PSF -55.75 PSF WHITE 108 2'-8" 6'-4" V-8" A.F.F. 8'4A.F.F. ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +43.61 PSF, -54.35 PSF WHITE EGRESS WINDOW 109 5'-0" 6'-4" 1'-8" A.F.F. 8'-0'A.F.F. ALUMINUM ALUMINUM FIXED MASTER BEDROOM LAWSON INDUSTRIES, INC. PW4200/6200 NOA# 14-0908.18 +68 PSF, -68 PSF +43.61 PSF, -54.35 PSF WHITE 110 2'-8" 6'-4- 1'-8" A.F.F. V-O"A.F.F. ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +43.61 PSF, -54.35 PSF WHITE EGRESS WINDOW 111 2'-8" 5'-0" T-O" A.F.F. 8'-0"A.F.F. ALUMINUM ALUMINUM SINGLE HUNG MASTER BATH LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +48.46 PSF, -52.68 PSF WHITE 112 5'-4" 5'-0" Y-O" A.F.F. 8'-O'A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG MASTER BATH LAWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +46.34 PSF, -50.56 PSF WHITE 113 6'-0" 5'-2" 2'-10" A.F.F. 64A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #2 1 AWSON INDUSTRIES, INC. SH7700 NOA# 14-0908.10 +80 PSF, -80 PSF +45.24 PSF, -57.61 PSF WHITE EGRESS WINDOW 114 T-0" 5'-2" 2'-10" A.F.F. 8'-0"A.F.F. ALUMINUM I ALUMINUM SINGLE HUNG SITTING/ FUTURE BEDROOM #4 LAWSON INDUSTRIES, INC. I SHT700 NOA# 14-0908.10 +80 PSF -80 PSF +47.63 PSF, -51.85 PSF WHITE EGRESS WINDOW 115 T-O" 6-2-2'-10" A.F.F. 8'-0"A.F.F. ALUMINUM I ALUMINUM SINGLE HUNG SITTING/ FUTURE BEDROOM #4 1 LAWSON INDUSTRIES, INC. SH7700 NOA# 1409 -08.10 +80 PSF -80 PSF +47.63 PSF -62.38 PSF I WHITE EGRESS WINDOW 5 V CRIMP METAL ROOF (SEE ELEVATIONS & TYPICAL WALL SECTIONS) 12 6 WOOD ROOF TRUSSES (SEE STRUCTURAL DWG's) SEE TYPICAL WALL SECTIONS FOR ROOF CONSTRUCTION DETAILS SEE TYPICAL WALL SECTIONS FOR ROOF INSULATION DETAILS CONCRETE TIE BEAM 6 & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) TOP OF BEAM ELEVATION @+11'-1" ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'-4- ABV FIN. FLOOR N I r r W `) r 0 REVISIONS BY I DATE PERMIT SETS ISSUED DWD 11.20.1' 1% BLDG. DEPT. REV#1 UWD 12.14.1! Em� O �n 0) Q vJ O 'I U W "ti x UU �.F LATTICE PANEL DETAIL ROOM O.H. 1 (SEE ELEVATIONS) FOYER KITC BEYOND OUTDOOR STUCCO BAND A301 y VINYL F)kUX SHUTTER N ' Y (SE L OR P Y v ROOM (SEE ELEVATIONS) 1 \ (SEE ELEVATIONS) STUCCO SILL -- DEC t 4 2015 (SEE ELEVATIONS) STUCCO WATER TABLE iv 9 � � (SEE ELEVATIONS) 102 FL-WM05 FIRM AA0033W TOP OF SLAB a TOP OF SLAB V ELE ATION 0 a-0" B - - _ - ELEVATION@0'-o UILDING SECTION A -A - - GARAGE TOP OFSLAB -J E_ & DOOR & WINDOW II(-f.Jp TIT) II--J-111=��1-i11-T-III-Il -I 1T(�II 1�1 l�� IT��N1IH1�1. SCHEDULES ELEVATION @ -M' B.F.F.-j�- ill Ill l� T� -III III,,,II -II IHII- II=1 MONOLITHIC FOOTING RAISED ISLAND MONOLITHIC FOOTING SAND -SET & 4" CONCRETE SLAB ON (SEE FLOOR PLAN) & 4" CONCRETE SLAB ON PAVERS GRADE w/ VAPOR BARRIER GRADE w/ VAPOR BARRIER (SEE STRUCTURAL (SEE STRUCTURAL DWG's) DWG's) BBUILDING SECTION AA -AA AAQ STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF---� ROOF OVERHANG PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE LINE OF ROOF OVERHANG LINE OF ROOF OVERHANG olcM ;1c�L 9'-4" C.H. BAT4 0 9'-4 C.H. OAIR HANDLING UINT IN ATTIC SPACE HUNG FROM ROOF TRUSSES (EXACT LOCATION TO BE DETERMINED IN FIELD) 1 AIR F 22"x54" ATTIC ?ZM; ACCESS HATCH, NATE FINAL LOCATIONw/ TRUSS PLACEMENT 2 .2'2' -', 9'-4'I C.H. 6"x6" FOAM & SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) FLAT HEADER BOTTOM @ 8'-0" A.F.F. (SEE ELEVATIONS) F 9H —OI A -A 1 A303 A302 OUTDOO -J ENTE TAINT 9'-4" C.H. i 0 N ar 9'-4" C.H. CEILING LINE OF ROOF OVERHANG aCM (I> O i �i Ml 0 9'-4" C.H. O 22"x36" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION w/ TRUSS PLACEMENT 9O" C.H. O VP O 9'-4" C-H--- -- ® o EXF U'CM 9'-4C.H. 19 I D )` O — _ 9'-4" C.H. Ii II II � - TEXTURED STUCCO CEILING II II 11'-1" .H. I i VERTICAL LOUVERED FIXED PANEL (TYP. OF 4 i SEE ELEVATIONS) i FLAT HEADER BOTTOM @ 9'-6" A.F.F. (TYP. OF 4 SEE ELEVATIONS) 6"x6" FOAM & SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) 9'-4" C.H. STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG O 9,-4„ C.H. ® 2 7 EXF O A301 VP 0 9'-4" C.H. T-0" MAX. LINE OF ROOF OVERHANG STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE REFLECTED CEILING PLAN 1 /4"= V-0" REVISIONS BY DATE PERMIT SETS ISSUED DWD 11.20.15 ' 1 W I� nW V � W Ln M N L 1 � a cn ILA n 1� r„ xr$ nE a� se- Job No. 1306083 NOV-;19 _ V F11105 F - 003:3 REFLECTED CEILING PLAN A4 0 1 1'-93/,, TYPICAL OUTRIGGER DETAIL 3"=V-0" INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAry E 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 COMF LY w/ R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL DWG's) TOP OF BEAM (T.O.B.) @9,-4"A.F.F.------------ PAINTED GALVANIZED DRIP EDGE FLASHING OVER e!% I P.T. 1x2 OVER P.T. 2 x 6 FASCIA BOARD MIN. 1/4" DRIP HI -RIB METAL LATHE & —� STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL, THIS SHEET) 6 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA OR PRODUCT APPROVAL KSEESTRUCTURALNOA 's FOR ALL OVER 30# BUILDING FELT, UCTURAL DETAILS TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF 12 SHEATHING 6 UPLIFT & LATERAL HURRICANE STRAPPING — — (SEE STRUCTURAL ) SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER 1 OR 2 COURSES O rWG's) MANUFACTURER SPEC's TO ACHIEVE A MIN. BOND BEAM R-20 VALUE FOR A COMPLETELY SEALED (SEE STRUCTURAL MOISTURE & AIR BARRIER. MIN. 6" HORIZONTAL (SEE INSULATION NOTES, THIS SHEET) SMOOTH STUCCO F IEZE (FRONT ONLY, SEE ELEVATIONS) TOP OF BOND BEAM ---- ~ ° — --------- 9'-4" A.F.F. PAINTED GALVANIZED WOOD ROOF TRUSSES @ 24" O.C., MAX. DRIP EDGE FLASHIN OVER . (SEE TRUSS LAYOUT & P.T. 1x2 OVER P.T. ENGINEERING) 2 x 6 FASCIA BOAR • 1x4 WOOD RATRUNS MIN. 1/4" DRIP (SEE STRUCTURAL DWG's) 2'-0" HI -RIB METAL LATHE & P. OVERHANG •`- 1/2" GYP. BD. CEILING w/ STUCCO NON -VENTED 3 TEXTURED FINISH SOFFIT A601 ATTACHED TO UNDERSIDE OF ROOF TRUSSES 6" WIDE x 6" DEEP (SEE INTERIOR WALL & CEILING FOAM OUTRIGGER FINISH NOTES, THIS SHEET) (SEE DETAIL, THIS SHEET) SEE REFLECTED CEILING PLANS FOR ALL CEILING P,T. lx3 WOOD CONTINUOUS DETAILS FIRESTOP 112" GYP. WALL BD. wl TEXTURED FINISH m (SEE INTERIOR WALL &CEILING FINISH NOTES, THIS SHEET) FINISH FLOOR @ EL. +0'-0" A.F.F. SMOOTH STUCCO SIDING FINISH (FRONT ONLY) ON 8" CMU OR MASONRY (SEE STRUCTURAL DWG's) STUCCO A LE� (SEE ELEVATIONS) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's)__�_' GRADE SLOPED AWAY FROM STRUCTURE SEE STRUCTURAL 04 DWG's FOR ALL STRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) SEE STRUCTURAL DWG's 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 FRONT ELEVATION ONLY 1-STORY WALL SECTION 3/4"=V_0" 12 6 SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS o a°I• SEE REFLECTED CEILING • PLANS FOR ALL CEILING 0 p DETAILS 2'-0" TYP. OVERHANG SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX (SEE TRUSS LAYOUT & ENGINEERING) �1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) --1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. lx3 WOOD CONTINUOUS FIRESTOP _—--P.T. 1x2 WOOD FURRING @ 24" O/C ---� —1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) TYPICAL EAVE DETAIL 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, 12 TIN -TAGGED TO APA 419/32" EXPOSURE 1 PLYWOODD ROOF 6 SHEATHING SUCRASEAL (OR APPROVED EQUAL) UPLIFT &LATERAL j' SPRAY FOAM INSULATION SYSTEM APPLIED PER HURRICANE STRAP ING \� % MANUFACTURER SPEC's TO ACHIEVE A MIN. (SEE STRUCTURAL WG's) i' R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. 1 OR 2 COURSES 0 (SEE INSULATION NOTES, THIS SHEET) BOND BEAM STRUCTURAL 6WG's) (SEE TOP OF BOND BEAM --------- _ _ _ _ -- 9'-4" A.F.F. PAINTED GALVANIZED V q ° WOOD ROOF TRUSSES @ DRIP EDGE FLASHIN OVER ®° 24" O.C., MAX. P.T. lx2 OVER P.T. (SEE TRUSS LA & 2 x 6 FASCIA BOAR ENGINEERING)YOUT I �• lx4 WOOD RATRUNS MIN. 1/4" DRIP — (SEE STRUCTURAL DWG's) Z-0" HI -RIB METAL LATHE & P. OVERHANG STUCCO NON -VENTED 3 1/2" GYP. BD. CEILING w/ SOFFIT TEXTURED FINISH A601 ATTACHED TO UNDERSIDE OF ROOF TRUSSES 6" WIDE x 6" DEEP (SEE INTERIOR WALL & CEILING FOAM OUTRIGGER FINISH NOTES, THIS SHEET) (SEE DETAIL, THIS SHEET) SEE REFLECTED CEILING PLANS FOR ALL CEILING OOD CONTINUOUS DETAILS FIRESTOP —1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY P.T. 1x2 WOOD FURRING (SEE STRUCTURAL DWG's) @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY wl ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE FLOOR FINISH (SEE INTERIOR DESIGNER DWG's) FINISH FLOOR @ EL +0'-0" A.F.F. >, ° e D e 4" CONCRETE FLOOR IIII-1 iII SLAB ON GRADE _--(SEE zil IDWG's STRUCTURAL DWG's) SEE STRUCTURAL FOR ALLSTRUCTURAL DETAILS —6 MIL VAPOR BARRIER OVER _III III —III— _ -III—III_ TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) MONOLITHIC FOOTING (SEE FOUNDATION PLAN) SEE STRUCTURAL THIS WALL SECTION DWG's PERTAINS TO RIGHT, LEFT, & REAR ELEVATIONS n 1-STORY WALL SECTION 3/4"=l'-0" LID r O N r ♦W vn C� NCN W a v a r REVISIONS BY DATE, PERMIT SETS ISSUED DWD 11.20.15 w r'1 a O � U � O M N Q a., 44 ) coo &t Cif w a� I ,Job No 1306083 t 9 2015 fAL-V4 MOS L -,AAY4 ,3f79 TYPICAL 1-STORY WALL SECTIONS i i I I 5 01 r CASING BY G.C. 1X4 P.T. BUCK W/ 1/4" DIA. x WOOD CASING, PAINT GRADE 1 0 1-3/4" EMBED. @ 12" O.C., 6" E.E. (VERIFY w/ G.C.) cq PROVIDE 2-1/4" MASONRY PARTITION WOODSTUDRTITI N w/ PROVIDE SHIMS AS REQUIRED I 1X6 P.T. NAILER EDGE DISTANCE M WOOD DOOR TOM DRYWALL SEE (SEE DETAIL SHEET) WOOD STUD PARTITION w/ (SEE DOOR SCHEDULE) WALL SECTIONS JAMB EXTENSION AS NEEDED GYPSUM WALLBOARD BLOCKING AS REQUIRED (SEE DETAIL SHEET) WOOD CASING, PAINT GRADE ATTACH DOOR FRAME (VERIFY w/ G.C.) _ PER LATEST NOA PRODUCT PROVIDE SHIMS AS REQUIRED DOOR STOP v APPROVALS PRE -HUNG WOOD DOOR FRAME IMPACT RATED EXTERIOR WOOD CASING, PAINT GRADEINN ��W^ DOOR STOP BEYOND co DOOR (NOT FRENCH) PER (VERIFY w/ G.C.) 12" MINIMUM° LATEST NOA PRODUCT FINISH FLOOR VARIES BY APPROVAL PRE -HUNG WOOD DOOR FRAME ROOM C STONE OR BRICK DOOR STOP BLOCKING AS REQ'D (VERIFY SPEC's w/ G.C.) G THRESHOLD WOOD DOOR NOTES: CONCRETE FLOOR SLAB (SEE FOUNDATION PLAN) W (SEE FLOOR PLAN) PRE -HUNG WOOD a „ a STUCCO RETURN 1.VERIFY w/ G.C. IF SOUND DOOR FRAME ° ° , NOTES: INSULATION WILL BE REQUIRED. WOOD DOOR STUCCO FINISH (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED 1.VERIFY w/ OWNER IF SOUND SEE DOOR SCHEDULE) HINGE SIDE w/ FLOOR PLAN. 2. VERIFY( NOTES: WATERPROOFING AROUND INSULATION WILL BE REQUIRED. 1.VERIFY w/ G.C. IF SOUND FILLED CELL OR POURED PERIMETER OF ALL DOOR 2. VERIFY HINGE SIDE w/ FLOOR PLAN. INSULATION WILL BE REQUIRED. COLUMN BUCKS. MEMBRANE TO (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM 2. VERIFY HINGE SIDE w/ FLOOR PLAN. HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. *CAULK AS REQUIRED 1)/2"=l'-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=V-0" M DOOR OM78WWU JAMB DD ETADL R 7VP. HNTERHOR DOOR HEAD DETAIL M TYP. HNTERHOR DOOR JAMB DET I]IL H TVP, HNTERHOOR [DOOR THRESHOLD DETAL D PRECAST LINTEL OR CMU WALL OVER PRECAST INDICATES SKIM COAT LINTEL OR POURED CONC. PRECAST LINTEL OR PRECAST LINTEL OR POURED BEAM PLASTER w/ SMOOTH BEAM, SEE STRUCT. POURED BEAM POURED BEAM (SEE STRUCTURAL FINISH (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) STUCCO FINISH DWG's) 2X6 P.T. BUCK W/ Y4" STUCCO FINISH _ STUCCO FINISH (SEE ELEVATIONS) TAPCONS W/ WASHERS 1Y4' (SEE ELEVATIONS) (SEE ELEVATIONS) STUCCO FINISH O EMBED @ 8" O.C. MAX, 2" DRYWALL SEE (SEE ELEVATIONS) FROM CORNER WALL SECTIONS TREMCO 250 FLUID APLLIED STUCCO SURROUND DRYWALL SEE WALL SECTIONS TREMCO 250 FLUID APLLIED °° DRYWALL SEE �° WALL SECTIONS WATERPROOFING AROUND 1X6 P.T. NAILER Z (SEE ELEVATIONS) = WATERPROOFING AROUND PERIMETER OF ALL DOOR g � - TREMCO 250 FLUID APLLIED � PERIMETER OF ALL DOOR 2 3Y BUCKS. MEMBRANE TO N 4" N ' CORNER BEAD - WATERPROOFING AROUND N lX6 P.T. NAILER •, BUCKS. MEMBRANE TO 3Y¢* 1X6 P.T. NAILER N EXTEND 12" MIN. FROM CASING BY G.C. I T PERIMETER OF ALL DOOR EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON CASING BY G.C. HEADER, JAMBS AND SILL ON R, JAMBSAN ° BUCKS. MEMBRANE TO BOTH L. DRIP KERF IN s EXTEND 12" MIN. FROM BOTH SIDES,TYPICAL. 'i 16 JAMB EXTENSION AS STUCCO RETURN STANDARD 2" TRACK, 6 CASING BY G.C. HEADER, JAMBS AND SILL ON JAMB EXTENSION AS NEEDED NEEDED STUCCO SURROUND TORSION SPRING BOTH SIDES,TYPICAL. (SEE ELEVATIONS) OPERATED O.H. 1X4 P.T. BUCK W/ Ya" TAPCONS 1X4 P.T. BUCK W/ 1/4" DIA. x 1X4 P.T. BUCK W/ 1/4" GARAGE DOOR. 1%" EMBED @ 8" O.C. MAX, 2" STUCCO SURROUND & 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 RETURN PROVIDE 2-1/4" MASONRY 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) MASONRY EDGE CEDAR BD. OVER RATED OVERHEAD DOOR, 1X PT. FURRING (SEE ELEVATIONS) INSTALL PER PRODUCT DISTANCE INSTALL PER PRODUCT APPROVAL IMPACT RATED SLIDING APPROVAL TREMCO 250 FLUID APLLIED IMPACT RATED FRENCH DOOR INSTALL PER WATERPROOFING AROUND PERIMETER DOOR INSTALL PER PRODUCT APPROVAL OF ALL DOOR BUCKS. MEMBRANE TO PRODUCT APPROVAL EXTEND 12" MIN. FROM HEADER, JAMBS Y4"=V-0" AND SILL ON BOTH SIDES,TYPICAL. lY2"=l'-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=l'-0" Q GARAGE DOOR HEAD DD ETADL L TIYPHCAL WHNDDOW HEAD DDETAHD O 7YPOCAL FRENCH DOOR HEAD DETAHL C� 6" MIN. NOTES: 1X4 P.T. BUCK W/ 1A" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH 6" MIN. OVERLAP 1. CAULKING, SEALANT, ADHESIVE, PROVIDE 2-1/4" MASONRY 2X6 P.T. BUCK W/ Ya" TAPCONS W/ WASHERS 1/a" 1X4 P.T. BUCK W/ 1/4" DIA. x CASING BY G.C. 1-3/4" EMBED. 12" O.C., 6" E.E. lX4 P.T. BUCK W/ 1/4" DIA. x CASING BY G.C. 1-3/4" EMBED. 12" O.C., 6" E.E. @ OR GASKET SEALS WINDOW CASING BY G.C. EDGE DISTANCE EMBED 8" O.C. MAX, 2" FROM CORNER @ PROVIDE 2-1/4" MASONRY PROVIDE MASONRY FRAMING AND WALL JOINTS TO 1X6 P.T. NAILER JAMB EXTENSION AS NEEDED EDGE DISTANCE 1X6 P.T. NAILER 1X6 P.T. NAILER EDGE DISTANCE E FORM AIR BARRIER. DRYWALL SEE IMPACT RATED SLIDING 2" RECESS IN CONCRETE SEE JAMB EXTENSION AS NEEDED DRYWALL SEE 2. THESE PRINCIPLES ARE ALSO WALL SECTION DOOR INSTALL PER WALLALL SECTIONS INTERIOR SILL BY G.C. WALL SECTIONS JAMB EXTENSION AS NEEDED MOISTU BARRIER APPLICABLE TO DOOR PRODUCT APPROVAL STEEL INSULATED IMPACT RATED OVERLAPP O DIRECT WEATHERPROOFING. - OVERHEAD DOOR, _ IMPACT RATED FRENCH MOISTURE AWA OM ;� W INSTALL PER PRODUCT APPROVAL m IMPACT RATED WINDOW, DOOR INSTALL PER STRUCTURE/ FRAMI ° �' • N ° INSTALL PER PRODUCT PRODUCT APPROVAL 12" MINIMUM° ° P WD. MOULD OVER 1X6 SMOOTH CEDAR . o° ° APPROVAL ° ° 12" MINIMUM, BD. OVER 1X PT. FURRING 12" MINIMUM° 6 IN. HEAD CASING/ STONE OR BRICK a ° THRESHOLD TREMCO 250 FLUID APLLIED WATERPROOFING AROUND PERIMETER OF _ EXTERIOR STUCCO SILL s STONE ORB ICK THRESHOLDR TRIM TREMCO 250 FLUID APLLIED ALL DOOR BUCKS. MEMBRANE TO EXTEND STUCCOS URROUND & STUCCO SURROUND & WATERPROOFING AROUND 12" MIN. FROM HEADER, JAMBS AND SILL RETURN RETURN 6" MIN. PERIMETER OF ALL DOOR ON BOTH SIDES,TYPICAL. (SEE ELEVATIONS) I (SEE ELEVATIONS) BUCKS. MEMBRANE TO STUCCO FINISH STUCCO FINISH STUCCO RETURN STUCCO FINISH TREMCO 250 FLUID APLLIED LSTUCCO FINISH TREMCO 250 FLUID APLLIED (SEE ELEVATIONS) EXTEND 12" MIN. FROM (SEE ELEVATIONS) (SEE ELEVATIONS) (SEE ELEVATIONS) WATERPROOFING AROUND (SEE ELEVATIONS) WATERPROOFING AROUND FOLDED OR WINDOW UNIT SOLDERED HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. CORNER BEAD PERIMETER OF ALL DOOR FILLED CELL OR POURED PERIMETER OF ALL DOOR FILLED CELL OR POURED FILLED CELL OR POURED STUCCO SURROUND OR POURED MEMBRANE2" COLUMN BUCKS. MEMBRANE TO SILL FLASHING COLUMN (SEE STRUCTURAL DWG's) STUCCO SURROUND & COLUMN (SEE ELEVATIONS) (SEE STRUCTURAL DWG's) COLUMNFILLED EXTEND MIN. FROM (SEE STRUCTURAL DWG's) HEADER, JAMBS AND SILL ON EXTEND 12" MIN. FROM (SEE STRUCTURAL DWG's)HEADER, JAMB CASING/ TRIM SILL (SLOPED TOP) RETURN BOTH SIDES,TYPICAL. JAMBS AND BOTH SIDES,TYPICAL. SILL ON OVERHANGS (SEE ELEVATIONS) APRON +/- 1" *CAULK AS REQUIRED 1y2'=l'-0" *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=l'-0" WNZOO nM% nM UEIRIPRO0 G= NO T SLH UNG CLASS DOOR JAMB DETAIL p GARAGE DOOR JAMB DETAIL K TVPHCAL WHNDOW JAMB DETAHH= E TYPHCAD FRENCH DOOR JAMB DETAHI o 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY THE 2014 FBC-BUILDING AND ALL APPLICABLE CODES. SLIDING GLASS STUCCO A DOOR JAMB EXTENSION 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) CEDAR BD. DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. SLIDING GLASS DOOR IMPACT RATED WINDOW, STUCCO IMPACT RATED (SEE DOOR SCHEDULE) *ADJUST FINISH FLOOR S STUCCO SURROUND INSTALL PER PRODUCT EXTENSION JAMB ALUM. FRENCH DOOR 3. ALL EXTERIOR WINDOW &DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY TO FINISH OUT FLUSH ATTACHMENT PER BEYOND APPROVAL & ALUM. THRESHOLD, GAIN. w/ SLIDING GLASS DOOR SILL MFG. SPEC's (SEE ELEVATIONS) INSTALL PER RISER STUCCO SILL _ 1X4 P.T. BUCK W/ 1/4" DIA. PRODUCT APPROVAL 4. ALL WINDOWS & EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAIN EXTERIOR FLOOR F STUCCO R_TRUN (SEE ELEVATIONS) x 1-3/4" EMBED. @ 12" O.C., TREMCO 250 FLUID APLLIED COEFFICIENT (SHGC) AND 'U'FACTOR VALUES AS INDICATED IN THE ENERGY FINISH CONCRETE FLOOR SLAB 6" E.E. WATERPROOFING MEMBRANE CALCULATIONS. (SEE FLOOR PLAN) (SEE STRUCTURAL DWG's) SLOPE DRIVEWAY PAVERS E 6 PROVIDE 2-1/4" MASONRY 1X P.T. BUCK W/ Y4' AROUND PERIMETER OF ALL DOOR (VERIFY w/ G.C.) SL PE EDGE DISTANCE 1 „ BUCKS. MEMBRANE TO EXTEND TAPCONS 1/2 EMBED 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED TREMCO 250 FLUID APLLIED 2Y2" SILL & APRON BY G.C. 12" MIN. FROM HEADER, JAMBS @ 12' O.C., 2"MAX WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE WATERPROOFING AROUND A STY FROM CORNERS. ND SILL ON BOTH SIDE PICAL. ARCHITECT. _ N « PERIMETER OF ALL DOOR °° MEMBRANE12" D FLOOR, BY 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS. EXTEND " MIFROM �° STONE OR BRICK PAVERS, OWNER HEADER, JAMBS AND SILL ON 1X6 P.T. NAILER RISERS &THRESHOLD (TYP.) 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING INDICATES CONCRETE SLAB BOTH SIDES,TYPICAL. DRYWALL SEE WALL MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION. (SEE STRUCTURAL DWG's) SECTIONS a ° /4"RECESS CONCRETE 8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS, a STEEL INSULATED IMPACT STUCCO FINISH (SEE ELEVATIONS) SLAB TYP. w MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION. RATED OVERHEAD DOOR, _ POURED J -i ° ° 1" RECESS @ DOOR CONCRETE FLOOR INSTALL PER PRODUCT (SEE DWG's) a s 1 3Y2" °a4Y2" THRESHOLD 9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVE SLAB APPROVAL WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR 8" MAXIMUM PRIVACY. *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=V-0" EXTERN OR %fflHDOW & DOOR GENERAL NOTES SL UNG CLASS DOOR BILL DETAHL H GARAGE DOOR ULL DETAIL J 7VPI]CAL WI]ND0W SHLL DL_TAHL E TVPp COAL FRENCH DOOR SADDLE DETAHL A 2 REVISIONS BY DATE PERMIT SETS ISSUED DWD 11,20.15 ' 1 � n� ^� O � H Q O � W V� V 7 H W Ln O � O M N s' I N� E w Job NO.1306083 C'I 1 1 r s ,%i- 3379 WINDOW & DOOR DETAILS IrLVIIY/II �.O�O W��LSW 1/2" H W & CW PIPING - 2" 1 WASTE FINISHED FLOOR 2"2p V�11 �R Z"mm�1R K•gUbFNR 6p�o R vlL 1/2" Kill" 5H I I I �'o• I n " 3n 8 0 �V UTI�If G 01 Vy'M 2 3 3" 3" 3" n spy 3" �'o' 1000, a 3" 1/81 /FT' 211 A " E SIR TO sov GUY GRAY SPACE SAVER WITH 4" DEEP BOX FOR METAL STUD WALL WATER HAMMER ARRESTC HW & CW HOSE CONNEC WNACUUM BREAKERS (WATTS OR EQUAL) FINISHED WAL elTf 3" 21" MIN. PROVIDE TEST TEE 2" WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG TAPERED -THREAD WITH COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL UoOR �V(� FNT TEE JOINT COMPOUND, WHERE CLEANOUT TEE BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED, SItVK IS CONCEALED IN A CHASE E PARTITION, Np�' G/' PROVIDE A ROUND 18 GAUGE STAINLESS EEL V 95Q V `�I� COVER WITH BEVELED EDGES AND FLATHEAD jR R MACHINE SCREW, I CONCRETE I Z" FLOOR SLAB NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED 3" WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS, LA\1 21. " 3" Vv fop sho 2" �pB o WER TI. No 2014 FLORIDA BUILDING CODE-RESIDENTIA NOTE: PER SECTION P307.1 INSTALLATION, ITEM #5: "A WATER CLOSET, LAVATORY OR BIDET SHALL NOT BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WAL PARTITION OR VANITY OR CLOSER THAN 30 INCHES CENTER-1 CENTER BETWEEN ADJACENT FIXTURES. THERE SHALL BE AT LEAST A 21-INCH CLEARANCE IN FRONT OF THE WATER CLOSL LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR." DRAINAGE FIXTURE UNIT (d.f.u.) VALUES 2014 F.B.C. RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1 BAR LOCATION SINK SINK TUB LAV. SHWR. W.C. BIDET W.I MASTER BATH 2 2 2 3 BATH #2 1 2 3 BATH #3 1 2 3 NOT TO SCALE 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR INSTALLATION DETAILS. 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE OF THERMAL EXPANSION TANK OR APPROVED DEVICE. 3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN & PAN DRAIN REQUIREMENTS. Lo REVISIONS BY DATE r PERMIT SETS ISSUED DWD 11 20.15 24" MAX. i 0 , N N , M � I r _ r (V ' COLD WATER SUPPLY SUPPLY 1/2" DRYWALL EA. SIDE **SEE NOTE** PROVIDE KNOCKDOWN FINISH W WATTS BRVT INTERIOR PAINTED DRYWALL SURFACES PRESSURE RELIEF VALVE I WOOD STUD FRAMING @ 24" O.C. MAX. HEAT PRESSURE TRAPS RELIEF DRAIN HOT WATER W a WITH 2" AIR GAP RETURN P.T. 2x4 SILL PLATE a I Fi 1 CHECK W T&P TO GROUD Z VALVE -1/2" GYP BD, OR CEMENT BOARD (SEE PLAN) L GA W WITH 2 Alf. -2x4 WOOD STUD @ 24" O.C. MAX. � RELIEF VALV W.H. -1/2" GYP BD. OR CEMENT BOARD (SEE PLAN) W . i-i . \ - NOTE: u 2"AIR GAP Q� WALL CLEAN OUT DGTML WATER HEATER DE7A�L 1, ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND 20 ga. METAL FRAMING @ 16" ORDINANCES. O.C. MAX. OR AMRSTRONG 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 C ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE STRUCTURE 4' O.C, MAX.) COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7, DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. & ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 0. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE "L" COPPER. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 12, ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 13. FURNISH AND INSTALLAPPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOOD ENGINEERING PRACTICE. 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS; EXCEPT AT WATER HEATER AS PER CODE. 10. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. IS. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALLIFLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17, PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WITHIN 72 HRS OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS. 19, NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS, 20. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 21. 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 OTHERS. PVC PIPING WITH ill" THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE 40 PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 4 WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS F®R ALL HOT WATER PIPING. 20 WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED MATH 1/2" THICK ARMAFLEX INSULATION. 24. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 25. 1" WATER METER HOOK UP. 26. 1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES. 27. WATER HEATERS TO FULLY COMPLY WITH 2O14 F.B.C. RESIDENTIAL, SECTION P2801 ; WATER HEATERS' & PLUMBING CODE SECTION P504,'SAFETY DEVICES'. 28: WATER HEATERS TO HAVE PROVISIONS FOR THERMAL EXPANSION BY USE OF ATHERMAL EXPANSION TANK OR OTHER APPROVED DEVICE BY THE PLUMBING CODE AND/ OR BUILDING OFFICIAL. 29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL CORROSIVE RESISTANT METAL) WITH A MINIMUM THICKNESS OF 24 GAUGE. PAN SHALL NOT BE LESS THAN 1.5" DEEP AND SHALL BE OF SUFFICIENT SIZE & SHAPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A MIN. DIAMETER OF 0.75 INCH AND OF APPROVED MATERIAL LISTED IN TABLE 605.4. THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 61NCHES AND Na. MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE. 30- PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER. INSTALL PER CURRENT STATE & LOCAL BUILDING CODES. 31. ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS, 39: PER 2014 F.B.C. RESIDENTIAL SECTION P2708.3'SHOWER CONTROL VALVES', INDIVIDUAL SHOWER & TUB/ SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCED, THERMOSTATIC -MIXING OR COMBINATION PRESSURE -BALANCE/ THERMOSTATIC MIXING VALVES TYPE WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ABBE 1016 OR CSA 8126. THE HIGH LIMIT STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAX. OF 120-F (49-C). 3/8"=1'0" KITCHEN 2 2 LAUNDRY ROOM 2 OUTDOOR ROOM 1* TOTAL COUNT 2 1* 2 4 6 9 2 2 TOTAL d.f.u. VALUE = 28 d.f.u.'s 11 *BBQ SINK IS OPTIONAL BUT HAS BEEN INCLUDED IN THE DRAINAGE FIXTURE CALCULATIONS NOT TO SCALE II 5 I PLUM o I]OV 3 NOTES ES VENT W/ PERFORATED CAP TEE ELBOW T21 OONDENSA7E P-TRAF DETAJL C.O. PLUG 3" ABOVE TOP (SCREWED) OF PRIMARY DRAIN PAN } IIII UNION CONNECTION TSP -V A. H.U, '*USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT WATER r w/ SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS o Q s u SHOWERS &TUB SURROUNDS** NOT TO SCALE � �-j F a I Q 0 7MCAL M4ERM PAG,;T MON WALL 4 w W UZ ILL ga EXTERIOR LL it (9 SIDE O? wILL 5/8" GYP. BD. FASTENED 6" O.C.@ PERIMETER & 8" O.C. BALANCE INTERIOR 1/2" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON P.T. 1X2 WD. FURRING @ 24" O.C. MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH 1 1/2"=1'-0" AS SHOWERS & TUB SURROUNDS** 1 1/2"=T-0" CE[IL NO DDC uADL ` VMCAL EK4EG>DR CMU WALL 3 1 HR RATED ASSEMBLY 1/2" GYP BD. TYPE'X' OR CMU OR CAST IN CEMENT BOARD (SEE PLAN) PLACE WALL a / METAL JOIST TRACK CONCRETE FASTENERES AS REQUIRED - CLIP ANGLE, NO LESS THAN METAL METAL JOIST JOIST DEPTH MINUS 1/2" (ATTACH CLIP & TRACK TO CONCRETE w/ EXP. , ANCHOR BOLTS, OR TAPCONS) NOTE: - PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED P.T. 1x3 FURRING NAILER ROOF TRUSSES OR CEILING FRAMING (SEE PLAN) WEATHER STRIPPING AROUND OPENING INTERIOR SPACE CMU WALL OR CAST IN INTERIOR PLACE CONCRETE (SEE STRUCTURAL SPACE DWG's) 1/2" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON P.T. 1X2 WD. FURRING @ 24" O.C. MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 1 1/2"=1'-0" SHOWERS & TUB SURROUNDS** 1 1/2"=V-0" 6 ` VFI�CAL W` ERR CMU WALL � EXTERIOR STUCCO FINISH (SEE ELEVATIONS) 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) TSP +1" (3" MIN.) WOOD CASING WOOD STUD FRAMING A. SLOPE DRAIN LINE TO CONDENSATE SEE WALL TYPE & FLOOR PLANS RECEPTOR (MIN. 1/8" PER FOOT) 1/2" MIN. 'CDX' PLYWOOD PANEL 1/2 " GYP. BD. FINISH ( ) B. DRAIN LINE SHALL BE COPPER (SEE WALL TYPE & TYPE "ANTOTAND TOTAL LL 1/2" MIN. TYPE'X' GYP. BD. SCREWED TO FLOOR PLANS) C. TSP FAN TOTAL STATIC PRESSURE. PLYWOOD PANEL 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. GYP. BD. CEILING NOT TO SCALE 1 1/2"=V-0" g 7MCAL ATTJC ACCESS DDEML 6 37UDD WALL 70 CONCRETE WALL CE7ML 1 1/2"=1'-0" Qw � Q r`' w x cooC q 0 w � 44 Q H .� P. M�- tn Job No, 1306083 ------ NO 1-9ILI 1015 A�j `Z -0#3M05 FI - ?` 2 TYPICAL 41 DETAILS 7 A7-0 1 w ELECTRICAL NOTES GENERAL: FIXTURES: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. LOCATE THE METER & PANELS AS REQUIRED. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. AS SELECTED BY OWNER. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNER/ARCHITECTANTERIOR 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 2008 NEC 210.52. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL 4) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL PLANS. (IF APPLICABLE) CONNECTIONS PER POOL COMPANY DRAWINGS, VERIFY LOCATION OF ALL POOLISPA EQIUPMENT. 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, 1/2" CONDUIT UNDER SLAB FROM WALL, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS TO BE SMOKE DETECTORS: ARC FAULT CIRCUIT PROTECTED PER 2008 NEC 210.12(B). 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SHALL HAVE THWN INSULATION. SIMULTANEOUSLY W/ TEMPORAL SOUND. 14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. 2) SMOKE DETECTORS TO BE LOCATED MIN 3'-0" FROM: R/A & SUPPLY GRILLS, RATING OF 22,000 AMPS & BE NEMA-3R RATED. KITCHENS, BATH ROOMS. 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75" CONTINUOUS DUTY. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. O ISO 200 AMP MAIN AMP METER/ DISC, PANEL MAIN 'A' UNDERGROUND 2/0 THHN w/ #6 GROUND TO FP&L TIE-IN LOCATION #4 GROUND TO 8'-0"x 5/8" DIA. GROUND ROD & COLD WATER PIPE & 20'-1 FOUNDATION STEEL 2 A302 ELECTRICAL RISER DIAGRAM NOT TO SCALE FLOOD/ SECURITY TLIGHT ON O POOL SENSOR & SPA �. LIGHTS \. \ \ 1 I I 1 A302 i AFCI a...13r...°.i1+ll.��,.I' .. � r.�,,.AFC ' FOR BBQ --------- VENTILATOR (ONLY REQUIRED ' \ IF BBQ OPTION AFCI --r---JS SELECTED) z +60" A.F.F. �x �4WPGF VERIFY i ; �Iv'-s x 15, i I I�11 i /\ 1 CONTROL WP GFCI II SYSTEM FOR �' i I POOL &SPA i I \ i GREAT AFCI I i I 11 ROOM i AFCI _._ - - ' ' +60" z \ I � ` - LIGHT 1 ;:.-.- i I ;xi 1\ ERIFY - -FAN- V GFCI ©��' FO RANG Y j ;� i (� i FAN FOR O --- Ii RANGE HOODj OGFCI 0 I LIGHT,' RECEPTACLE i VENTILATOR SWITCH & LIT GHI. �/ AFCI 1� IN ATTIC, AFCI FOR GFCI f® ____ FOR .I I r i MICROWAVE \ DISHWASHER AFCI / \ & DISPOSAL i---- -- -' �OR SMALL FOR.1! 1 y APPLIANCE REFRIGERATOR I \ U � / O. F-0 '0 - ----- , VP A _ _ GFCI VP ;. I.I ` GFCI GFCI EXF GFCI :. FOR FOR SMALL 8114 /{ I ` EXF j WPGFCI WATER HEATER APPLIANCE acM FAN' - - -LIGHT . - - AF( AFCI I ELECTRIC GFCI AFCI D PANEL'A' ®c - - --- - -_ AFCI 9 I sC s 1 AIRHANDLER x' ❑ -' aRECEPTA _ SWITCH &LIGHT IAL4GHT-TTIC �ZFAN_ _! i AFCI \ FOR DRYER \ e +60" Cr WP GFCI A.F.F., \ v. L.)` i 1_. VERIFY FOR WASHER AFC14 : S AFCI i i ECTRIC II i i I METER ' I ----- --7 F I 1 A30 j A -A A303) AFCI II i GFCI I 1 ii I 1 i } \ I I \ GFCI 0 I I i EXF i O 0 \ \ CM AFC I II \\ O LIGHT - 1 ; +60" 1'✓vtl'7 1 1° A.F.F., VERIFY 1 i AFCI FLOOD/ SECURITY LIGHT ON SENSOR WP GFCI TC SPRINKLER TIMER 1st FLOOR ELECTRICAL PLAN 1 /4"=1,-0" A 150 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.L.O. SERVICE: 120/240/1PH I A.I.C. 22,000 KW # DESCRIPTION OF CIRCUIT gRKR 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 DISHWASHER #12 #12 1.5 1.2 11 12 20A 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 20A 21 22 20A EXTERIOR GFCI'S #12 1.5 1.5 #12 GARAGE DOOR OPENER I 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 * 1.5 #12 BBQ VENTILATOR (OPT) 20A 31 32 20A POOL EQUIPMENT (OPT) #12 2.5 1.8 #12 IRRIGATION PUMP (OPT) 20A 33 34 20A POOL EQUIPMENT (OPT) #12 2.5 1.8 #12 IRRIGATION PUMP (OPT) 20A POOL LIGHTS (OPT) #12 .3 SPARE SPARE SPARE TE36:=20A SPARE SPARE SPARE 29.9 -41) OTAL PANEL LOAD CALCULATIONS SUB-TOTAL 22.0 "GENERAL LIGHTING 1976.0 SQUARE FEET @ 0.003 KW/SF 5.9 TOTAL PANEL KW = (SUBTOTAL 141 + SUBTOTAL 2-42 + GENERAL LIGHTING) 57.8 AIR CONDITIONING @ 65% 10.0 1 6.5 1 ST 10.0 KW (NOT A/C) AT 100% 10.0 REMAINING KW AT 40% = ((TOTAL PANEL KW - (AC @ 65%) -10.0) * 0.40) 16.5 CALCULATED KW = (A/C @ 100%+ 1ST 10 KW + REMAINING) 33.0 KW CALCULATED AMPS = (CALCULATED KW * 1000 / 240) 137.6 A LOAD CALCULATION NOTES: 1. CALCULATED LOADS SHOWN ABOVE INCLUDE OPTIONAL POOL EQUIPMENT & BBQ HOOD VENTILATOR MOTOR. 2. IF POOL & BBQ IS NOT SELECTED AS AN OPTION, TOTAL CALCULATED LOADS WILL BE 120.3 AMPS. 2 A301 18 ELECTRIC METER i0 ELECTRIC PANEL DISCONNECT 20AMP$ DEDICATED 20 AMP OUTLET 220 VOLT ARC FAULT CIRCUIT ® AF.C.I. INTERRUPT RECEPTACLE (SEE GEN. NOTES) RECEPTACLE GROUND FAULT (SEE GEN. NOTES) G.F.C.I.3& CIRCUIT INTERRUPT (SEE GEN. NOTES) RECEPTACLE W,P. GRC.I� WATERPROOF HALF SWITCHED GFCI _& SINGLE 120V (SEE GEN. NOTES) RECEPTACLE ® TELEPHONE JACK TELEVISION JACK �!!® WAY WALL -p}® PUSH BUTTON SWITCH S ® 3-WAY WALL® DIMMER WALL SWITCH SWITCH -OH4-WAY ® WALL ® FLOOR OUTLET SWITCH DOORJAMBSWITCH FLOOR PHONE JACK SPECIALTY LEGEND OT AIR COND. SYS. (THERMOSTAT) TC IRRIGATION SYS. (TIMER) ® SECURITY SYS. (KEYPAD) O INTERCOM COM. SYSTEM (DATA PORT) P COM.SYSTEM (DATA & PHONE) COVE LIGHTING JUNCTION BOX O SPEAKERS ICL IN CABINET LIGHTING ®j SHADE JUNCTION BOX REVISIONS BY DATE PERMIT SETS ISSUED DWD 11.20.15 w L 1 I�1 W W ../ 1 C/� rV, W r --- I De55 O M N O a }'y Y 9 a Jab No.1306083 mv 19 2015-='- Fi IIIC}5 FIRM-AA003.379 I st FLOOR ELECTRICAL PLAN 01 POURED CONCRETE EQUIPMENT SLAB. SEE PLAN VEIW FOR ACTUAL REINFORCEMENT AND THICKNESS MID REINF. TEMP REINF Y SEEARCH_ 1#4 CONT. REIN F,--------- -�L 1 QUIPMENT PAD THICKENED EDGE S � SCALE: 3/4" = 1' CONCRETE & CMU COLUMN SCHEDULE 6'X8" REINFORCED MASONRY COL. M5 w/ (1) # 5 REINF. BAR (30" LAPS) SEE FNDN & FRMNG PLAN FOR LOCATIONS FILL w/ GROUT - SEE STRUCTURAL NOTES. 8"02" REINF. MASONRY FILLED CELL M812 IMCOL.w/ (2)#B REINF. BAR (USE 1602 UNITS) SEE PLAN FOR LOCATIONS & SPACING FILL W/ GROUT- SEE STRUCTURAL NOTES. 12702" REINFORCED MASONRY M1212 COL. w/ 445'6 VERT. FILL w/ GROUT - SEE STRUCTURAL NOTES. w/ #3 TIES @ 10" O/C 8"x11" POURED CONC. COL C811 w/ (4) #5's VERT. w/ #3 TIES @ 8" 0/C 8 x12" POURED CONC. COL. C812 w/ (4) #5's VERT. w/ #3 TIES @ 8" O/C 8"x13" POURED CONC. COL C813 w/ (4) #Fs VERT. w/ #3 TIES @ 8" O/C _ EQUIPMENT PAD: 6" CONCRETE SLAB. SEE ARCHITECTURALS FOR e 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 WATH MANUFACTURER F'c--2,500 PSI 1 = S1 MONOLITHIC FOOTING SCHEDULE CODE = REINFORCEMENT DIAMETER AND COUNT ADDITIONAL REQUIREMENTS o SHORT WAV LONG WAY MF-2D 20" 16" # 4's Q3� 36" DID BOTTOM 2 # 5's BOTTOM PAD FOOTING SCHEDULE T _ (9 REINFORCEMENT DIAMETER AND COUNT _ o z SHORT WAY LONG WAY CODE p NO V ADDITIONAL REQUIREMENTS P33 3' 3' 12" 12" (4) # 5's BOTTOM (4) # 5's BOTTOM - P35 3' 5' 12" 17' (6) # 5's BOTTOM (4) # 5's BOTTOM - P36 & & 12" 12" (7) #5's BOTTOM (4) # 5's BOTTOM - 8 q 61 S, M1212 33'-19" — 3 - 1 1-31 1'-4" 3 S4 r --J-----MF-20 — E m /STRUCTURE M121 m ww +54.35 ❑ " -0'-4" I 33 +W 8 P AVEF 9 I S1 �A S1 O TRIIil�1�"�� I o ENTERTAINING LL 2s'_z" _ ❑ , s � MASTER 1' T M1212 C812 _ ❑ - I BEDROOM c ❑' N ❑ I S ILL: S1 � 8" '1' 1' � 8' 2" r . 1 2' 1 � -- — - -- I'. MF-20 C313 C912 55.75 I 9 9 B_ FAST 12' T _ � 1 �,"- ❑ ❑ +0' I ❑ I ❑. 'v ❑. 3 9 ' m NO E: ALL FOOTINGS SHALL HAVE A MINIMUM S IL MBEDMENT OF 18" AS REQUIRED BY SECTION 3 OF THE SOILS REPORT CJ 13'-6" Za ❑ ❑ S1 S1 1 S1 DATED JANUARY 8,2014 ❑. Q v - 6 6-10" 6 3' 4" -I 7 i ------------ --- - p: ❑� a ._ _— — 5 5`T ❑ ------ - .. -- 7 al ❑ ±4ss:2s _ GREAT S1 + , ❑ I BEDROOM #3 '. 4" THICK CONC. SLAB / (1) LAYER OF W1.4 X W1.46/6 _ ❑ --- - --- - W. W.M. (TO BE LOCATED3 FROM THE TOP OF THE SLAB & W.I. C. ) LJ, ` ❑ KITCHEN SHALLBESUPPORTEDBYAPPROVE MATERIALS OR ❑ I "-- " SUPPORTS NOT TO EX EED 3'-0" O/C EACH WAY) OR 7 I FIQER ESH ON 6 MIL V POR BARRIE OVER TERMITE MASTER s uo F'c= 1�� TED FILLTRI..BATH... 4 s1 F' = , b�(iI 1N1H3N1 $1 I 3' S:: 5 91 #4x3'-0" ONG L /STRUCTURE L — — — — — _ `_. — FOOTING REINFORCEMENT CK CONTROL v ❑ - I @ MID OF SLAB (TYP.) ❑ I _ (ALL FIRST FLOOR CORNERS) S1 4" 7 'a ❑ — — — — — — — — — — — — — ❑ S1 I 3'-9 J ❑' CLOSET I I 4" BATH #3 s1 I /ST UCTURE Y I O 4 I BATH #2 1 I D,_0. z, 7 2 S1— — — — — — — — — — — — -- I CLOSET CLOSET] ow El- : D N ❑I g l 2 I I FO R 4'�' I ❑ I s1 I W El UTILITYEl ❑ a 24 8 E q ❑ v1 S1 M1312 S1 $1 03 �nd3� 1�V31N11d.i �;L W S1 UCTURE ILLEl ❑ _I +49.54 +45.37 +0,_0„ ❑- /STRUCTURE 53.96 4969 _ — C811 ❑ 0.5" MF-20 8 El , _1a 5'' m I El C812 2' s I I BEDRO M #2 ❑ n 6 F L� DEN/ BEDROOM 4 - � p -#4 3 , ❑ I S1 9 _.. PAVERS SAND w ,'. „[]I ❑ N S1 I C .-� S1 OENT Y D ao i —. 2�8—. +51 85 +57.8 S1 _.__ ._— —.— -- ---- ---- ❑ 2-CAR zv { ❑ Gj1RAGE _ _ _ s ❑ M N r / TRUC RE r �,LL MF-20 4" THICK CONC SLAB / (1) LAYER OF �- - ❑ I W1.4 X W1.4 816 WI (TO BE LOCATED ❑ I 13 FROM THE TOP OFT E SLAB & SHALL BE (] SUPPORTED BYAPPRgVEDMATERIALS OR - 9 SUPPORTS NOT TO EXCEED 3'-0" O/C EACH WAY) 9 11 OR FIBERMESHON6 MIL VAPOR BARRIER OVER I '4'�• S1 TERMITE TREATED WEILL COMPACTED FILL S1 I ❑ 4 { +W M812 F'c=2,500 PSI M812 ❑ — 46 1 0 p 16. 3 S1 - Ir M1212. 5-2' J ez T FOUNDA ION AND COLUMN PLAN 4 No 72471 0STATE OF 11 /4/2015 FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER • 7318 TEXAS TRAIL BOCA BATON, FLORIDA 33487 P. CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 Structural Engineering VWVW.PROJECTCLASSIC.COM PROJECT# 5 5 W1.4 X W1.4 - 6/6 WWM ADD (1) #5 PER EVERY w OR FIBERMESH CONCRETE 12" OF STEP a w Adk T.O.S N SEE PLAN _ 8 MIL. V.B. OVER UNDISTURBED TERMITE TREATED SOIL 6" (2__�THICKENED SLAB 0 RECESS §j,) SCALE: 3/41, = 1' FARID@PROJECTCLASSIC.COM 1275 W1.4 X W1.4 -6/6 WWM OR FIBERMESH CONCRETE \ SLOPE PER P7 � GRADE Y SEE PLAN 6" LAPPED AND TAPED _ _ _ 6 MIL. V.B. OVER I-- -- UNDISTURBED TERMITE TREATED SOIL 1 #4 CONT. REINF. 6 XTERIOR SLAB THICKENED EDGE ,S1SCALE: 3/4" = 1' 1 I SEE ARCH SAWCUT 25% THE DEPTH GAR, DOOR - I PAVERS OF THE SLAB WITHIN 24 HOURS OF CONCRETE POUR 2" RAIN RISER I I 4 = NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS CONTROL JOINT \ • L ®, •- N SHALL CREATE PANELS AS SHOWN IN PLAN VIEW _ 29' ALTERNATIVE 1: 3 MONO FTG. @ GARAGE DOOR SHRINKAGE (SAWCUT) JOINT 25%DEPTH OF SLAB PLASTIC �\ PREFORMED \ 4 ISOR HARDBOARD SCALE: 3/4" = 1' S1 % / f NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS CONTROL JOINT SHALL CREATE PANELS AS SHOWN IN PLAN VIEW FILLED CELL REINFORCEMENT ALTERNATIVE 2: SEE PLAN FOR SPACING AND COLUMN S H R I N KAG E SCHEDULE FOR DIAMETER (PREFORMED) JOINT BLOCK CMU WALL VERYOT ERCOUDDER SE SHRINKAGE JOINT (ELECT ONE BLOCREINF. EVERY OTHER COURSE #4 TRANFER BARS (ONLY IF REQUIRED 7 OF THE TWO SHOWN) BY FOOTING SCHEDULE) 4" THICK CONC. SLAB W/ (1) LAYER OFSCALE: 3/16W1.4 X W1.4 - 8/6 WWM (OVERLAPPED @ PERIM) OR FIBERMESH CONCRETE. TOS Ilk a P IW ... . r, .. ... _ _ SEE a O 4" THICK CONC. SLAB W/ (1) LAYER OF O W1.4XW1.4-618WWM (OVERLAPPED @PERIM) J GRADE ;:: OR FIBERMESH CONCRETE. IL IL.. 6"LAPPED AND TAPED "- '� J 6 MIL. V.B. OVER PAVERS ON SAND W UNDISTURBED TERMITE A SEE PLA CONT. REIN 1 _ - ..-. I_ - -� w TREATED SOIL ri w PER FOOTING SEE SCHEDULE 0 N ,�� --- _ _ _ '_ ---- LU y 6MIL.V.S.OVER UNDISTURBED TERMITE 4 EXTERIOR BEARING WALL TREATED �- - -- -- �- _ -� ---- i S SCALE: 3/4" = 1' TRANSVERSE REINF. _ COO NT. REINF. SEE PLAN FOR SIZE ` � - - - - SEE PLAN FOR SIZE AND SPACING L SEE SCHED. AND SPACING LOADING THIS LEVEL FIRST FLOOR - INTERIOR (138 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (55 PSF) OCCUPANCY = 40 PSF PARTITIONS:ASCE7-10: 4.3.2 = 15 PSF FIRST FLOOR - EXTERIOR (177 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (100 PSF) OCCUPANCY = 100 PSF RAISE CURB TO — MATCH MAIN HOUSE FINISHED FLOOR. PROVIDE 1#5 CONT AS SHOWN. FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER CMU WALL W/#9 LADDER TYPE REINF. EVERY OTHER COURSE #4 TRANFER BARS (ONLY IF REQUIRED BY FOOTING SCHEDULE) — 4" THICK CONIC. SLAB W/ (1) LAYER OF W1.4X W1.4-6/0 WWM (OVERLAPPED @ PERIM) OR FIBERMESH CONCRETE. W w 0 — l GRADE D1 J CONT. REINF. ---- 1_ L U1 PER FOOTING SEES HED. _ N SCHEDULELU 0 (5'�LOWER AREA CURB: S1,,/WATER BARRIER SCALE: 3/4" = 1' $ STEP DOWN AT EXTERIOR DOOR S SCALE: 3/4" = 1' W1.4XW1.4-6/8VO M COLUMN,SEE FOUNDATION PLAN. ------ Y SEE PLAN 6" LAPPED AND TA. - PED lti 6 MILPV.B. OVER APED COMPACTED TERMITE 1 1 f 1-41 UNDISTURBED TERMITE TREATED SOIL TREATEDSOIL I' CONT. REINF. - - - BE-SCHED' _ PER FOOTING SCHEDULE - 9 CENTERED PAD FOOTING S SCjr�LE: 3/4" = V i l REMOM I BY IDATE I I I PERMIT SETS ISSUED I DWI) 1 11,13.16 Job No.1306083 FOUNDATION AND FIRSF FLOOR FRAMING PiAN FL-00I1105 FIRM-AA003379 R? OF FACE GRAIN TO RUN AT PANEL EDGES PERPENDICULAR TO SUPPORTS — APA 40/20 19/32" EXPOSUREI ALL NAILS TO BE RING SHANK PRE-ENG. WOOD TRUSSES 24" O/C (SEE ROOF PLAN) I LATERAL BRACING IF REQUIRED (SEE TYP. PROVIDE 2x mf+' WALL SECTION) BLOCKING PER BLOCKING NAILING SCHEDULE (BL0dOCRIKED DIAPHRAGM) DETAIL , NAILIIG 1NG SHANK 4" EFIELD NAILING 10d RING SHANK�B" BOUNDRY NAILING 10d RING SHANK @ 4" WOOD FASCIA (SEE BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) 1/16" SPACE AT w/ (2) 18d TO EACH TYP WALL SECTION) ENDS TRUSS END PANELROOF SHEATHING ATTACHMENT 1 DETAIL S2 SCALE: N.T.S. LOADING THIS LEVEL ROOF (55 PSF) DEAD (35 PSF) PLYWOOD = 2 PSF TRUSSES = 7 PSF INSULATION = 1 PSF DUCTWORK = 4 PSF ROOFING = 19 CEILINGS = 2 PSF LIVE (20 PSF) CONSTRUCTION = 20 PSF PANEL POINTS 200 LBS LIVE LOAD DISTRIBUTION TO CHORDS: DEAD (35 PSF) TOP CHORD = 28 PSF BOTTOM CHORD = 7 PSF LIVE (20 PSF) TOP CHORD = 20 PSF BOTTOM CHORD = PANEL POINT LOAD DIAGONALS FROM BRACED BOTTOM CHORD NAILED TO BAY AT 20'-0" INTERVALS 2x4 DIAGONALS W/ 2 - Bd NAILSREPEAT AT BOTH ENDS CONT. 2"x4" HOR ZONTAL 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 D BRACING NAILED TO BOTTOM CH D MAXIMUM 10'-0" SPACING AND AS R QUIRED . BY TRUSS MANUFACTUR R (REFER TO TRUSS NOTE AND TRUSS LAYOUT FOR LOCATION) i BOTTOM CHORD OFPRE- ENGINEERED OVERLAP SPLICES WOOD TRUSSES ROOF TRUSS BOTTOM CHO D BRACING S2 % SCALE:3/1611=1I �, ( ` v CRICKET 13Y G. . U I Ewa I OUI OZF ° I I Z w COi SEE TAIL VS2 FOR I w rn PL OD NAILING PA7Fr=I wx S. UU -ENGINEERE W 20 a - . z g -4 MAX 5 ACING.SEE APPR�O' SHOP RAWINGS I ' FOR 0 VERNING LAYOUt. ---- - - - -PCL- -- 1 1- --- -`- ---- - 102 -- - ----- 1 1 1 1 6, no 1 1 i S4 ' 1 1 1 1 0 0 i i M TA16 HG 10 1 . 1 2 HET 1 ETA18 1 1 1 1 0 =2350#- Oz IT I I --.-- --.--- --Z- - - ------ --r..----- ---- ----- .......... _ 7B103 B103 I ' 1 GTR F R T 1 w1 - H A16 U= 088 - 1 - __ -8663# I LINE E ES NTS D TRU 2X4 BO M C D BR NG SPA ED (n U. N MAX 'D 0/ EE D AIL2/S2 'w z - ao_O _ , '❑cD_ 2 HETA1 U U a i O U W - ❑ K O z U) LU w=0 � ' w , I z 0 r , I I ` � SEE ETAIL S2 FO PLY)VOODNAILINGF4, ERN AN PECIFI ATION . 24" P RE-ENG 14EERE QDo RO TRUS S a 2 0/0,, M PACIN .SEE ROV SH DRAW GS FOR OVER NGLA 1 1 1 1 °• • STATE OF 11 /4/2015 401 0 P. CLASSIC Structural Engineering REVEIONI4 BY I DAIM FA R I D A B U G ATTAS I P. E. PERMIT SETS ISSUED DWD 11.13.15 STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 PROJECT# WWW. PROJECTCLASS IC. COM FARID@PROJECTCLASSIC.COM 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(Pupy PERP. TO TRUSS PARALELTOTRUSS TRUSSIRAFTER/ SEAT PLATENRUSS NUMBER GRAVITY(FURF) CAPACITY F1 CAPACITY F2 HEADER B HETA16 FL11473 1810 • - (9)10d x 1-1/2" NAILS - - QD (2) FGTR FL11473 9400 - - 8SDS 1M50 (PER ANCHOR) - 2-1/2X5 TITEN HD (CONNECTION TO GROUTED WALL PER ANCHOR QE HGAM10(KTA) FL11473.6 850 1005 1105 (4)SDS "X1 "WOOD _ CMU.(4)114 x 23/4 TITEN CONC:(4)1/4x 1-3/4 TITEN NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCHISP. 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.FBOLTS 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 0 Simpson Strong -Tie HETA is 01 , a 0 0 0 Q Simpson Strona- DOUBLE FGTR Q Simpson Strong -Tie HGAM10 GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES. BEAM SCHEDULE COORDINATE MASONRY OPENINGS WITH WINDOW MNFR & N.O.A. WIDTH r---1 *FOR ARCHED BEAMS ADD (2) # 5'S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA 05 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 PICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCKOUT BLOCK WITH LONGITUDINAL CONTINUOUS IN EACH COURSE. LAPSTO BE 30". USE (2) #5x30"x30" CORNER BARS AT EVERY CORNER, T-INTERSECTION OR VERTICAL TRANSITION. L *FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) 1115 o ""PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 13-0321.07 I �./ *TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. L _ J "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 ENDSPACING BALANCE REMARKS PCL 8 8 - _ PROVIDE 2 FIELD ADDED #Ss ON 12" WIDE LINTELS BOND BM. 8 18 FRAMING PLANS 1 # 7 6101 12 19 +11'-1" 3 # 5 - # 3 24" B102 12 16 +9'4" 3 # 5 - # 3 24" B103 8 14 +914" 2 # 5 # 3 (12) 1113 5" O/C 24" 8104 +11'-1" # 3 24" SEE DETAIL. 3/S2 B105 8 1 35 1 +11'-1" 2 # 5 1 2 LAYERS OF 2 # 5 1 # 3 2q" I I F � �• - G CONCRETE BEAM PER FRAMING PLANS (REINF. NOT SHOWN FOR CLARITY). M Llr POURED MONOLITHIC WITH - r PCL BOND 141 B105 COLUMN. 5 •'" AHU SEE DETAIL 4/S4 / ` ' ` 1 i ---- _ - _ - =---- . TA16 S4 U=4395# I I m 1 1 ATTIC ACCESS SEE AR' HPLANS m S FOR LOCATIQ z ¢ ' ' ° 84 LL 12, T. B1D4 B PCL . , i , , . I +s' 1 1 -- - - - - i > 1-1 m , O 1 1 B101 -- -- - - - -� - - - - --- ---- --- - - - SEE COL SCHED. r . , IETA16 1930# H 1 ro oq =1 F- 5i ' 1 HETA16 T.O. ' + ACI STD. HOOK i W m WU d !It+9,-4" ALIGNEDW/ z L.] 3 T.O.B. + FOOTING 7 S2 +11'-1' BOTTOM REINF. ----------•---------- --- �+'----+-- ROOF F MING PLAN 11f_11 a 2 4 6' 4 It w z O S SEE FIDUNDATION J ELEVATION V PLAN FOR FOOTING TYPE _ (GRADE BEAM, MONOLITHIC in OR SfiEMWALL). #8 #5 CC6 4" O0 e #4 #7 LU U f n OLSCHED. #STIES in a '� iv SEE COL T ID °D L1 b SECTION CUT SCHED. O^� 2 �1 #6 ------------------- 5 v _ ❑ I3" 1Si �V LU 0 CONC. COL. 4 ANCHORAGE. V CSTSZANDARD HOOKS SCALE: 11211= 1' SCALE: 1/2" = 1' U U U S-I C� O rU W 50 U U +-z Vo I� i Job No.1306083 ROOF FRAMING PLAN IND STRUCTURAL DETAILS FL-0011105 FIRM-AA003379 r DRYWALL TYP. ALUM WINDOW OR S.G.D. JAMB ATTACH TO CONC. THRU BUCK W/ 114" DIA. X 1 314" 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 • NONSTRUCTURALBUCK TYP. WINDOW & SLIDING 1 GLASS DOOR JAMB DETAIL S3 SCALEXT.S. DRYWALL r FURRING ISPACER FRAME ATTACHED TO 2x " BUCK PER NOA'S 0 SPECIFICATIONS. u ❑tDROOwa °w�BRICK ILMOLD WOOD BUCK: ATTACH TO STUCCO CONC. W/ 114" DIA. X 1 3/4' EMBED @ 12" O/C, 6" E.E. PROVIDE MIN 2114" 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 PRODUCTAPPROVAL x 'I 7 1/4" X 31/4" PHILLIPS HEAD v TAPCONS AT 12" 0/C 4" FROM w w CORNERS 5 P.T. 2x4 STRUCTURAL BUCK °w a CAULK(TYR) ° a: 0 STUCCO STRUCTURAL BUCK TYP. WINDOW & SLIDING 3 GLASS DOOR JAMB DETAIL S3 SCALEXT.S. FASTEN GARAGE BUCK WITH 1/4"X3.1/4" TAPCONS @ W 0/C STAGGERED, 4" EACH END. PROVIDE GARAGE 1" DIAMETER WASHERS ON TAPCON. DOOR P.T.2x6 WOOD CASING. �. ❑ ❑ (SEE PLAN) CONIC. BLOCK (TYP.) STUCCO FINISH i FILLED CELL OR POURED COL. (SEE PLAN) 4 GARAGE BUCK DETAIL S3 SCALE:N.T.S. PRE -NOTCHED CONC MASONRY BLOCK. TYPICAL @ CONTROL JOINT LOCATION PREMOLDED JOINT FILLER irk r7 r7 �LJLJjLJLJ LJLJgLJL I TYPICAL VERTICAL REINF @ EACH SIDE OF CONTROL JOINT IN SOLID GROUTED CELLS 1 MASONRY WALL CONTROL JOINT S3,) SCALE: N.T.S. WINDOW PER PLAN BUCK, SEE BUCK DETAIL MIN. 8"x8" POURED CONC. SILL w/ UP T012' 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 t STUCCO 1.5" MIN CLEAR CONC. WINDOW 6 SILL DETAIL S3 SCALE: N.T.S. REQUIREMENT Q F THIS SECOND REBA VARIES, SEE NOTE THIS DETAIL. VERTICAL RE BA IN CMU CELL UNDER WI 4DOW SILL. SPACED 0 48" C /C MAX. END WITH ACI H OK INTO SILL AS SHOWN INSTERSECTING WALL CONDITION (4) CORNER BARS TOTAL 7 OND BEAM CORNER S3 SCALE: 1 /2" = 1' 8x16 GROUTED BOND BEAM (FORMED WITH TWO COURSES OF KNOCK -OUT BLOCK). PROVIDE (1) # 7 TOP AND (1) # 7 BOTTOM. DISCONTINUE BOND — BEAM BLOCK TO ALLOW FOR POURED CONC. BEAM. (2) # 7 MUST CONTINUE THROUGH CONC. BEAM UNINTERRUPTED. 91 30" L P 5 0) 4" (2) CO NER BARS 11OTAL S CONC. BOND BEAM, SEE BEAM SCHEDULE FOR SIZE & REINFORCEMENT. 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. EVERY THER CC (LADDER TYPE) 8"x8"x16" CONCRETE MASONRY UNITS CMU TYPICAL 9 REINFORCEMENT DETAIL S3 SCALE: N.T.S. kGJ* CONCRETE BEAM SIZE AND REINF. PER CONC BEAM SCHEDULE `l a TOP BARS >�% �a®���� Z' �` •.•�� ✓ MIDDLE BARS (IF `�"° `°1CiEN$F °•• REQUIRED BY BEAM SCHEDULE) _ ° AND 72471 ®' STATE OF ^ , F...... BOND BEAM: TYPICAL BEAM DROP 10 OVER OPENINGS S3 SCALE: 3/8" = 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_ x� iwrrlmv kq* owlium. P ECAST LINT BY CASTC TE — — (1) # 5 FIELD ALLED ON PRECAST LINT v TYPICAL PRECAST LINTEL 11 OVER OPENINGS S3,, SCALE: 3/8" = 1' SYMBOLLEGEND SYMBOL DESCRIPTION 4@6B-INNER--7 STEEL REINFORCEMENT LEGEND: 4@6T-INNER 7 / -4@6 : #4'S @ 6" O/C -B : BOTTOM 4@15T-OUTER / -T: TOP -OUTER: OUTERMOST LAYER -INNER: INNERMOST LAYER 4@6B-OUTER -TEMP: TEMPERATURE AND SHRINKAGE REINF. 3 SECTION MARK- DETAIL NUMBER/SHEET NUMBER S1 ROOF RIDGE LINES FLOOR STEP - F133-3-31 CONCRETE BEAMCALLOUT - SEE SCHEDULE QREVISION NUMBER - SEE TITLE BLOCK FOR DATE 0 REVISION CLOUD JOISTS OR TRUSSES - SEE SHOP DRAWINGS -..-... _. _ . PARTITION ABOVE BEL W CONCRETE COLUMN - SEE CONC. COL SCHED. FILLED CELL - SEE CONC. COL. SCHED. CMU WALL ONE LEVEL BELOW NEW CONCRETE SLAB NEW CONCRETE BEAM NEW CONCRETE FOOTING A. TIE BEAM TRANSITION SYMBOLS ++ UPLIFT FORCES& CONNECTORS -SEE STRAP SCHED. ELEVATION MARKER - SEE ARCH PLANS FOR +0'-0" +55.08 WIND PRESSURES ON OPENINGS (GIVEN IN PSF) 88.88 CONCRETE WALL VERTICAL REINFORCEMENT. SEE FOUNDATION / FRAMING PLANS FOR LOCATIONS nn ¶¶}}�� I�IIIIQIyTAHI HH BELOW EINFORCED RHED STORY MASPRESENTSONRY d a 11 /4/2015 90 DEGREE ACI STANDARD HOOK ON ALL TOP BARS @ BEAM END TO EXTERIOR FACE OF STD. HOOK —\ P. CLASSIC Structural Engineering SPLICE TOP BARS ONLY OVER THE MIDDLE OF THE BEAM IN BETWEEN INTERMEDIATE SUPPORTS (IF A SPLICE IS REQUIRED) SPLICE BOTTOM BARS ONLY OVER THE INTERMEDIATE BEAM SUPPORTS (IF A SPLICE IS REQUIRED). EARID 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 ROOF WIND ZONE DIAGRAM ZONE 1 : -44.63 PSF ZONE 2 : -74.76 PSF ZONE 3 : -74.76 PSF A -ZONE : 4.98 FEET IND ZONE PRESSURE DIAGRAM 1 D' 5' 32 10' 20` w� ZONE A: NAILING SCHEDULE (NON -BLOCKED DIAPHRAGM BUILDING BOUNDARY 10d @ 4" O/C ALL OHTER PLYWOOD EDGES 10d @ 4" O/C FIELD 10d @ 6" O/C ZONE B: NAILING SCHEDULE (BLOCKED DIAPHRAGM) BUILDING BOUNDARY IOd @ 4" O/C ALL OHTER PLYWOOD EDGES 1od @ 4" O/C FIELD 1od 6" O/C (0) PYWOOD BLOCKIN 3 32 G DETAIL NOTE: SEE REINFORCEMENT SPLICE CHART INCLUDED IN THIS SET OF STRUCTURAL PLANS FOR A DETERMINING APPROPRIATE BEAM SPLICE LENGTHS. SEC. A -A 6"MIN INTO SUPPORTS STIRRUPS w q > 1-1/2" CLEAR CONC COVER L1 = CLEARSPAN TO THE TIES ON ALL ELEVATED BEAMS 3" CLEAR CONC COVER TERMINATE (1) BOTTOM BAR WITH U ON ALL GRADE BEAM 90 DEG. ACI STANDARD HOOK '- SIDES CAST AGAINST SOIL 14 TYPICAL MULTI SPAN BEAM REINFORCING DETAIL S3 ; SCALE: N.T.S. I SONS I BY JDATE II PERMIT SETS ISSUED DWU 11.13.15 7 ru U U -F� U U CCU 0 UU Job No. 1306083 .l.N I� 11 1 ' OF4 GENERAL ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKE PRECEDENCE OVER STRUCTURAL ITEMS IN OTHER TRADES' PLANS . EXCEPTION: NOTES IN OTHER TRADES' PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM CONCRETE STRENGTH FOR FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN. PROJECT SPECIFIC CODES USED: ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE, 2014. THIS IMPLIES THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTING ITEMS). GRAVITY LOADING (ASCE 7.10, CHAPTER, TABLE C3-1 & C3.2) SEE GRAVITY LOADING CHART FOR DESIGN LOADS. DEFLECTION DESIGN CRITERIA ALL MEMBERS (BEAMS, SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND SHALL BE DESIGNED BY THE DELEGATED ENGINEER OF APPLICABLE) FOR: • TOTAL LOAD: SPAN 1240 • REINFORCED CONCRETE ELEMENTS: LIVE LOAD+ LONGTERM SPAN / 360 • WALL / MULLIONS: L 1175 • OTHER ELEMENTS: LIVE LOAD: SPAN / 480 • ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS: LIVE: L240. TOTAL: U180 PER FBC TABLE 1604.3 WIND LOADING (ASCE 7-10 WIND SPEED=170 MPH (3 SECOND GUST) EXPOSURE = C BUILDING TYPE= ENCLOSED, RIGID MRH= 14.75' STRUCTURE CATEGORY =11 KD-0.85- EITHER ASD OR LRFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR DESIGNING THE VARIOUS STRUCTURAL ELEMENTS IN THIS PROJECT. INTERNAL PRESSURE COEFFICIENT= +/- 0.18 COMPONENTS & CLADDING DESIGN WIND PRESSURES: WALLS: 9'd" HEIGHT ZONE 4 =+422 PSF, -46.1 PSF ZONE 5 =+42.2 PSF, -53.8 PSF 11'-1" HEIGHT ZONE 4.+41.6 PSF, -45.6 PSF ZONE 5 -+41.6 PSF, -57.8 PSF ROOF: SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT, SIZE AND PRESSURE REQUEST FOR INFORMATION PLEASE USE HAND SKETCHES AND OTHER VISUAL/WRITTEN METHODS TO COMMUNICATE A CONSTRUCTION QUESTION. SEND TO US VIA EMAIL OR FAX. CONTRACTING NOTES • GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY INTERACT WITH OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC). ALTHOUGH TRADE COORDINATION HAS BEEN PERFORMED, THIS OFFICE 814ALL BE CONTACTED IMMEDIATELY IN CASE THE CONTRACTOR FINDS ANY MISSING AMBIGUOUS UNCLEAR OR CONFLICTING INFORMATI.QL • THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED STRUCTURAL PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS. • ALL OPENINGS BELOW W-O" TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS • GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY. • CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS IN EXCESS OF THEIR CAPACITY. • 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 PLAN: PROJECT PLANS DETAILS & ARCHITECTURAL BACKGROUNDS ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED. DETAILS THAT REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL CONFLICTING ITEMS. ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADE'S DRAWINGS (ELEVATIONS, PARTITION LOCATIONS, ETC) HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY. REFER TO THE CORRESPONDING TRADE'S PLANS FOR FINAL LAYOUTS AND DETAILS. DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION NEEDED IS UNAVAILABLE, PLEASE CONTACT THIS OFFICE. SHALLOW FOUNDATION (SOIL PRESSURE:ASD, FOOTING DESIGN: LRFD1 BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,500 PSF. S1TE PREPARATION (ANY DE-MUCKING,DEWATERING, PRE -CONSOLIDATION, COMPACTION, PRESCRIBED TESTING OR ANY OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED IN THE SOILS REPORT) TO BE PERFORMED PER SOILS AND SUBSURFACE INVESTIGATION: REFER TO SITE DEVELOPMENT PLANS FOR SOIL BORINGS REPORT DATED JANUARY 8, 2014 BY (3FA INTERNATIONAL TOP Of EX TERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW FINISHED GRADE. PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UND ERNEATH EXISTING STRUCTUR ES. WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS, BASE OF FOOTINGS SHALL BE DEEP ENOUGH AS TO BE LEVEL WITH THE FOOTING/BASE OF THE ADJACENT RETAINING WALUPOOL. ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT, U.N.O. THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE, INSPECT, VERIFY AND/OR CORRECT ANY SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE. THE CONTRACTOR SHALL DE -WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY SOIL. VIBRATORY COMPACTION EQUIPMENT WILL CAUSE VIBRATIONS THAT WILL TRAVEL TO NEIGHBORING PROPERTIES AND CAUSE DAMAGE AND DISRUPTION. VIBRATION LEVELS SHALL BE MONITORED DURING OPERATIONS TO GUARANTEE A MAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF ADJACENT PROPERTIES. THE CONTRACTOR SHALL CONSIDER PERFORMING A CONDITION SURVEY OF ADJACENT PROPERTIE§ BEFORE AND AFTER COMPACTION OPERATIONS INCASE DAMAGES OCCUR THAT WILL NEED TO BE REPAIREom ANCHORING SPECIFICATIONS CONCRETE SCREWS SHALL BE HILTI KWIK40N If (NOA#12.0625.05) EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTI KWIK BOLT 3 OR EQUAL. STAIRS - ONE AND TWO FAMILY RESIDENCES DESIGN LIVE LOAD = 40 PSF INTERIOR PARTITIONS FBCR4403.7.7 PERMANENT, FULL -HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO RESIST A LATERAL LIVE LOAD NOT LESS THAN 5 POUNDS PER SQUARE FOOT (239 PA) AND IF SHEATHED WITH LATH AND PLASTER, DEFLECTION AT THIS LOAD SHALL NOT EXCEED U360. 3000 PSI CONCRETE IACI 318.11.315-08, LRFD) READY MIX CONCRETE TO ACHIEVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI FOR ALL STRUCTURAL ELEMENTS (INCLUDING, BUT NOT LIMITED TO FOOTINGS, SLABS, BEAMS, COLUMNS) UNLESS OTHERWISE NOTED ON THE STRUCTURAL PLANS. SLABS ON GRADE SHALL BE PERMITTED TO BE POURED WITH 2500 PSI CONCRETE. SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC: SHALL COMPLY WITH ASTM A-185. FABRIC SHALL BE PLACED 9'FROM THE TOP OF THE SLAB. LAPS SHALL BE 6" MIN. Wm SHALL BE OVERLAPPED 30" AT PERIMETERS. CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE MIX IS TO BE PLACED. CONCRETE REINFORCEMENT (ACI 318-11, 315, LRFD) TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY OMTHOUT BREAKS OR INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE MAIN REINFORCEMENT. OVERLAP TEMPERATURE BARS WHERE NEEDED A MIN OF 24" CONCRETE REINFORCEMENT BARS, STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615 (GRADE 80). REINFORCING BARS THATACTAS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL STEEL SHALL CONFORM TO ASTM A-706 (GRADE 60), REINFORCING BARS CONTAINING ALIGHT COAT OF RUST SHALL BE ALLOWED. ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT. yI4ROY&M4:8F70Pm134:LSIII u4wX01;I Wil 1 74.7folk GIXde]Z103V44YMIKI ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES, WELDED REINFORCEMENT SHALL CONFORM TO AWS D1.4 OR BE ASTM A706 GRADE 60. ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO) ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. :-I-]I9:7�YX$•P/�:�H7C•1�)6�77��F7Y•]6t•PfFPJd16 ��0C•7H�•Z•]171�:744F�� CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUND: ALL BAR SIZES 3" FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL #S BARS OR SMALLER 1-12" ALL OTHER BAR SIZES 2" FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND SLABS, CAST IN PLACE WALLS BEAMS AND COLUMNS 1-12" COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS. THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1%AMOUNT OF REBAR TO BE USED AT THE DISCRETION OF THE STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS FOUND TO BE CRITICAL DURING CONSTRUCTION. ALL OTHER TRADES PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS, RECESSES, PIPES, PENETRATIONS, SLEEVES, ETC, ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH CONCRETE EPDXY BONDING AGENT APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS. ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT, LAITANCE. DEBRIS. ETC, PRIOR TO THE PLACEMENT OF ANY CONCRETE. CONCRETE TESTING QUALIFIED FIELD TESTING TECHNICIANS SHALL PREPARE SPECIMENS REQUIRED FOR CURING UNDER FIELD CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING SPECIMENS FOR LABORATORY STRENGTH TESTS. ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, C NE TEST (CONSISTING OF BREAKING (2) 6"0 DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES, MOLD =D AS PER ASTM C31 AND TESTED PER ASTM C39) SHALL BE PERFORMED ACCORDING TO THE MOST FREQUENT F: -ONCE A DAY -ONCE EVERY 150 CUBIC YARDS -ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA 7 DAY, 14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRU TURAL ENGINEER OF RECORD FOR REVIEW. THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT THE TIME OF CONCRETE POUR AND INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TEST] NG, 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. CONSTRUCTION JOINTS A CONTROL AND CONSTRUCTION JOINT LAYOUT SHALL BE PROPOSED BY THE GENERAL CONTRACTOR FOR REVIEW BY THIS OFFICE. ALL INTERMEDIATE STEEL COLUMNS SHALL BE ISOLA rED BY JOINTS AS DEPICTED BY THE INCLUDED DETAIL IN THIS SET OF DRAWINGS. THE WIDTH OR LENGTH OF SLAB PANELS (DELIMITED JOINTS) SHALL BE WITHIN THE RANGE OF 24 TO 36 TIMES THE THICKNESS OF THE CONCRETE SLAB. WOOD (AF&PA NDS 2012, ASD) STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE #2 WITH MAXIMUM MOIST JRE CONTENT OF 19%.. NAILS BEU D U.N.O. 8d-0.131" 10d=0.148"0 16d=0.162"0. COMMON NAI TO USED, , ( 0, ) TIMBERS TO BE SOUTHERN PINE. LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE BARRIER (SUCH AS BUILDING PAPER OR GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES. ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION, NO STAMPED MEMBER SHALL BE USED IF MEMBER HAS BECOME DEFECTIVE. ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER. FOR WOOD FRAMED WALLS, STAGGER THE TOP PLATE JOINT LOCATIONS 24"CR MORE. EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25% WHEN NEEDED TO ACCOMMODATE OTHER TRADES. WOOD TRUSSES PRE-ENGINEERED BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE AD OF 200LB ALONG ANY PANEL POINT. TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE NDRKERS PER FBC TABLE 1007.1. STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES, GIRDERS AND ANY CC NNECTIONS REQUIRED BETWEEN THEM ARE TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THEFORM OF SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGII JEER OF RECORD FOR GENERAL COMPLIANCE WITH INITIAL LAYOUTAND DESIGN PARAMETERS. TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLE AS SHOWN BY FRAMING PLANS BY THE ENGINEER OF RECORD. TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING PRESSURES. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET ME 17AL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (RO F)(TPI 85); DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT 76): HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (HIB-91). DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRL SSES PER THE BELOW REQUIREMENTS. MATERIAL SHALL NOT BE LESS THAN 12" GYPSUM BOARD OR 3/8" PLYWOOD. FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 717.4.3 SL CH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 3000 SOFT. FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. IUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 1000 SQFT. MASONRY (TMS402.11/ACI 530/ASCE 5, ASD) THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DE SIGN SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402-11, BUILDING CODE REQUIREMENTS FOR MASON RY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS PER FBCR 606.4. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. ALL MORTAR SHALL BE TYPES IN ACCORDANCE WITH ASTM SPECIFICATION C 270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. MORTAR MAYBE RE -TEMPERED WITH WATER TO REGAIN WORKABIL TY FOR NO MORE THAN 2.5 HOURS AFTER INITIAL MIXING. GROUT SHALL BE A HIGH SLUMPMIX (8"-11') IN ACCORDANCE WITH ASTM SPECIFICATION C476 HAVING A MINIMUM COMPRESSIVE. STRENGTH OF 3000 PSI, PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (ADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WAL1S: THIS REINFORCEMENT SHALL EXTEND MIN 4" INTO ALL CONCRETE COLUMNS. DADE COUNTIES) AL. CONCRETE MASONRY TIE THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND BEAMS, TIE COLUMNS, ETC SHALL BE INSPECTED BY A REGISTERED ENGINEES BEFORE CONCRETE POUR, UPON INSPECTION APPROVAL, AN ENGINEERING SIGNED, SEALED AND DATED LETTE Z WILL BE PROVIDED TO THE GENERAL CONTRACTOR AS REQUIRED BY THE AHJ, NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REII IFORCING BAR, IN THE HIGH VELOCITY HURRICANE.ZONE (BROWARD AND DADE COUNTIES) FO I REINFORCED UNIT MASONRY, MANDATORY INSPECTION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRA 0 AS DESCRIBED BY MSJC TABLE 4, WHICH STATES THE GENERAL CONTRACTOR SHALL PROVIDE TO THE INSPE TOR CERTIFICATES OF MATERIALS USED IN MASONRY CONSTRUCTION. SUCH AS MASONRY BLOCK COMPLYING WITH ASTM C90, THE MINIMUM NET COMPRESSIVE BLOCK STRENGTH OF 190OPSI AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615. THE SPECIAL INSPECTOR SHALL VERIFY G OUT SPACES, LADDER TYPE REINFORCEMENT, REINFORCEMENT DIAMETER AND LOCATIONS FOR WALLS, TI BEAMS AND CONCRETE COLUMNS. NOMINAL AND TRUE THICKNESS MEMBERS THE FOLLOWING ARE_MEMBERSJN WHICH THE NOTED THICKNESS AND WIDTH IN PLAN AND SCHEDULE IS INTENDED TO BE THE EXACT MEASUREMENT OF THE ACTUAL BUILT MEMBERS. • ALL CONCRETE SLABS INTERIOR CONCRETE BEAMS AND COLUMNS • FOOTINGS, GRADE BEAMS AND PILES • STRUCTURAL STEEL MEMBERS (COLUMNS, BEAMS AND CONNECTION MEMBERS) THE FOLLOWING MEMBERS HAVE THEIR NOMINAL DIMENSIONS NOTED AND THI ACTUAL DIMENSION VARIES: • CONCRETE COLUMNS AND TIE BEAMS IN -LINE WITH MASONRY WALLS, WqERE THE COLUMN THICKN@SS SHALL MATCH THE WALL NET THICKNESS. • DRESSED LUMBER HANDRAILS AND GUARDRAILS TO BE DESIGNED ACCORDING TO ASCE 7-10 SECTION 4.5.1: ABLE TO RESIST M ST STRINGENT OF LINEAR LOAD OF 50 LB/FT OR 200 LB, APPLIED IN ANY DIRECTION AT THE TOP. INTERMEDIATE PICKETS TO BE ABLE TO RESIST A SINGLE POINT LOAD OF 50 LB. INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED FC R A UNIFORM HORIZONTAL LOAD OF NOT LESS THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF ANY OPENINGS IN THE GUARD, OF WHICH THEY ARE A PART WiTt OUT RESTRICTION BY DEFLECTION. REACTIONS RESULTING FROM THIS LOADING NEED NOT BE ADDED TO THE LOADING SPECIFIED IN R4403.3.6.1 IN DESIGNING THE MAIN SUPPORTING MEMBERS OF GUARDS. ABRUPT DIFFERENCES IN AND AROUND BUILDINGS WHERE THE WALKING SURF ACE HEIGHTS EXCEEDING 30" SHALL BE PROVIDED WITH SAFEGUARDS NOT LESS THAN 42" IN HEIGHT. SAFEGUARDS MAY BE OMITTED ON DOCKS, SEAWALLS AND DECORATIVE FOUN DAINS WHERE THE LOWER LEVEL IS THE WATER SURFACE. SAFEGUARDS IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL P ROVIDE PROTECTION FOR CHILDREN BY PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL REJECTA 41NCH (102 MM) DIAMETER OBJECT; PERMITTING, H WEVER, SUCH ORNAMENTAL FILLERS TO HAVE INDIVIDUAL OPENINGS NOT EXCEEDING 64 SQUARE INCHES ( 13 CM2) IN AREA. WHERE A BALUSTRADE IS USED TO COMPLY WITH THE REQUIREMENTS OF THI PARAGRAPH, THE MAXIMUM CLEARANCE BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE AND THE ADJA ENT SURFACE SHALL NOT EXCEED 2 INCHES (51 MM). FOR SAFEGUARDS ON STAIRS, THE 2-INCH (51 MM) C LEARANCE SHALL BE MEASURED FROM THE BOTTOM RAIL OF THE BALUSTRADE TO A LINE PASSING THROUGH TP IE TREAD NOSINGS. LAMINATED GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKET,, IF TESTED BY AN ACCREDITED LABORATORY TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FO WIND, LIVE AND KINETIC ENERGY IMPACT LOADING CONDITIONS. AREAS IN ALL OCCUPANCIES FROM WHICH THE PUBLIC IS EXCLUDED REQUIRING SUCH PROTECTION MAY BE PROVIDED WITH VERTICAL BARRIERS HAVING A SINGLE RAIL MIDWAY BETWEEN A TOP RAIL AND THE WALKING SURFACE. SHOP DRAWINGS: FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES HAVE STAMPED.AND: • GENERAL CONTRACTOR HAS VERIFIED: -FIELD DIMENSIONS -AS BUILT VARIATIONS WHICH MAY AFFECT CONNECTION DETAILS -GENERAL COMPLIANCE WITH THE APPROVED PLANS • ARCHITECT HAS VERIFIED: -INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILIN .. HEIGHTS, COFFERS, VAULTS AND ANY OTHER GEOMETRICAL CEILING FEATURES. -LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH -MINIMUM AREAS DESIGNATED FOR STORAGE SPACES. -EXTERIOR WALL RECESSES GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND ALCULATIONS SIGNED AND SEALED BY THE DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANT CIPATE FOR TIME OF REVI€W, ADJUSTMENTAND RESUBMITTAL. SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH THE DESIGN PARAMETERS SPECIFIED IN THESE PLANS BUT IN NO CASE LESS THAN THE MIN UMS REQUIRED BY THE ANOVE MENTIONED CODES. DESIGN PARAMETERS USED AND ALL LOADS FROM SPECI TY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN THE REVIEW PACKAGE. ABBREVIATION LEGEND: LW - LONG WAY ADDL - ADDITIONAL LRFD -LOAD AND RESISTANCE FACTOR AS - ANCHOR BOLT DESIGN ACI - AMERICAN CONCRETE INSTITUTE LL - LIVE LOAD AISI - AMERICAN IRON AND STEEL LLBB - STEEL ANGLES WITH LONG LEGS INSTITUTE BACK TO BACK AISC -AMERICAN INSTITUTE OF STEEL MCJ - MASONRY CONTROL JOINT CONSTRUCTION MO -MASONRY OPENING AL - ALUMINUM MFR -MANUFACTURER ASD - ALLOWABLE STRESS DESIGN MIN -MINIMUM SAL - BALANCE, REMAINING MID -MIDDLE SIP -BASE PLATE MISC -MISCELLANEOUS BOT -BOTTOM NTS -NOT TO SCALE CANT -CANTILEVERED O/C - ON CENTER SPACING DIP -CAST IN PLACE OD - OUTSIDE DIAMETER C L - CENTERLINE PT - PRESSURE TREATED WOOD CIL -CEILING PSI -1 LB PER SQUARE INCH CUR - CLEAR PSF -1 LB PER SQUARE FOOT CONIC - CONCRETE PLF -1 LB PER LINEAR FOOT COL -COLUMN PU -PLATE CJ -CONTROL JOINT/CONSTRUCTION R.S. -RING SHANK NAIL JOINT RC - REINFORCED CONCRETE CONN. - CONNECTION REINF -REINFORCEMENT CMU -CONCRETE MASONRY UNIT SDS -SELF DRILLING SCREW DBA - DEFORMED BAR ANCHOR STD -STANDARD DET -DETAIL SLBB - STEEL ANGLES WITH SHORT LEGS OIL - DEAD LOAD BACK TO BACK OIL -DIAMETER SCHED-SCHEDULE DIM -DIMENTION SJI -STEEL JOIST INSTITUTE EA -EACH SDI -STEEL DECK INSTITUTE E.E. -EACH END SW -SHEAR WALL E.W. -EACH WAY SW -SHORT WAY EWTB -EACH WAY TOP AND BOTTOM TON -2000 LB EF - EACH FACE TYP - TYPICAL EJ -EXPANSION JOINT T/ - MEMBER'S TOP ELEVATION FBC - FLORIDA BUILDING CODE T/STRUCTURE - THE TOP ELEVATION OF THE FF -FINISHED STRUCTURAL FLOOR CONCRETE SLAB, BEAM OR PLYWOOD. ELEVATION ARCHITECTURAL FINISHES ARE APPLIED FIR -FINISHED STRUCTURAL ROOF ABOVE THIS ELEVATION. FNDN - FOUNDATION TS -TUBE STEEL (HOLLOW FRMNSTRUCTURAL -FRAMING SECTION ELEVA ELEVATION TOS -TOP OF SLAB FTG -FOOTING TOO -TOP OF BEAM GA -GAUGE UNO -UNLESS NOTED OTHERWISE GC -GENERAL CONTRACTOR U= -UPLIFT VALUE IN LB HS -HEADED STUD/NELSON STUD VERT -VERTICAL HC - HOLLOWCORE VIF - VERIFY IN FIELD HDG - HOT DIPPED GALVANIZED VB -VAPOR BARRIER HSS -HOLLOW STRUCTURAL SECTION W/ -WITH KLF -1000 PER LINEAR FOOT WWF -WELDED WIRE FABRIC KO -KNOCK-OUT 0 -DIAMETER KSI -1000 LB PER SQUARE INCH 1 KIP -1000 LB 2x4 BLOCKING IN BETWEEN TOP CHORDS OF TRUSSES TO PROVIDE SUPPORT FOR PLYWOOD DECKING AT CHANGE OF FACE GRAIN DIRECTION. ATTACH TO EACH END W/(2)16d To NAILS. PLYWOOD PLYWOOD FACE GRAIN FACE GRAIN WOOD ROOF TRUSS56, SEE APPROVED SHOP DRAWINGS FOR OVERNING LAYOUT ' BEARING WALL, CMU OR OTHER, SEE FRAMING PLAN FOR SPECK, 1 PLYWOOD S4 SUPPORT BLOCKING SCALE: N.T.S. 8" MIN DEPTH a CONCRETE OR GROUT FILLED CMU ° 3 1/4" S" 312" 11/16" DIA. HOLES FMINIEMSE).FOR 5/8" DIA. THROUGH BOLTS a a O a � `v a � a � °a L O 3DOOPSI CAST IN PLACE CONC. NORMAL ROOF UPLIFT (LBS) (LBS) (LISS) 100% 125% - 21,000 26,250-19,000 1/4" I— 3/8" STL. PLATE a SIDE VIEW WMIN. CONC. EDGE a r 13/16" DIA. HOLES FOR 3/4" DIA ANCHORS "a O eo N UO j FRONTVIE IW CONCRETE OR GROUT FILLED CMU 3/4" DIA. HILTI "HAS" THREADED ROD, DRILL 13115" DIA, x 6" AND EPDXY IN - PLACE WITH HILTI HY150 EPDXY 1/4" STL PLATE U.N.O. 2PLY =W=38" W+1" 7 3 PLY =W= )/ I" 4 PLY =W= y" TOP VIEW 2 GIRDER BUCKET DETAIL S4 SCALE: 1-1/2" = 1' AIB °yxCENB'E°°.���s�i NO 72471 ®° STATE OF �CORIDP . I��e. �001NAL ®®` 11 /4/2015 12" CMU WALL W/ #9 LADDER TYPE REINF EVERY OTHER COURSE a 3 GROUT ALL — CELLS BELOW F.F. TYP. (I•I. , I 000 P. CLASSIC Structural Engineering PAVERS ON SAND m FIN. GRADE. PERF i HED.= III - Ii J` SCHEDULE_ 3 CMU AND PAVERS S4 = SCALE: 1 /2n 1' NOTE: SEE ARCHITECTURALS FOR ROOFING TYPE. SEE PLYWOOD NAILING DE1 FOR NAILING PATTERN. , BEAM PER MING PLAN HURRICANETIES. —� SEE STRAP SCHEDULE BOND BEAM REINFORCED CMU WALL SEE FOUNDATION AND FRAMING PLAN FOR VERTICAL REINFORCEMENT DIAMETER AND LOCATION. SEE TYPICAL DETAIL FOR LADDER TYPE REINFORCEMENT. PRE-ENG. ROOF — TRUSSES @ 24" O.C. SEE APPROVED SHOP DRAWINGS. 12 SEE ARCH BOTTOM CHORD BRACING AND LATERAL RESTRAINTS SEE TYPICAL DETAILS. TYPICAL ROOF TRUSS TO BOND BEAM 5 DETAIL S4 SCALE: 3/4" = 1' 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 STEEL ANGLE: L3 3 1/4 8" AHU HANGER: x x x 3/8"0 HEADED RODS AT UNDERSIDE. (3) 1/4"0 THROUGH BOLTS. THREADED END AT TOP, SECURE WITH NUT (WELDED OR OTHERWISE LOCKED TO ROD) 1 5" 4 TOTAL TO SECURE TO 2 TRUSSES TRUSSTOP CHORD rr = _____ ______ _- I AIR HANDALING i UNIT — — I STEEL L — — — — STUD: ---- _ —J 4005200-M (4"4.2"-14GA) C------------------ --� 0 6" O/C. SHEATHING PER PLAN TRUSSES 2"x4" KICKER @ 24" C/C 2"x4" BLOCKING 24" C/C Wi 2-160 EACH "A" STRAP W/ — SEAT NAILS L TRUSS BOTTOM CHORD AHU UNIT OOUNTING DETAIL SCALE: N-T"S INSTALL A PAIR OF SIMPSON - GBC CLIP ANCHOR EACH CLIP W/ 5-8d NAILS TO TRUSS AND 7-8d HAILS TO KICKER BOND BM OR TIEBEAM VALL BRACING DETAIL ALE: 1/2" = 1' KICKER 24" C/C REMOM I BY IDATE PERMIT SETS ISSUED DWD 11.13.15 I� 0 11-4 U Q) H U Cd CIS VJ l ,0 ICd U co H � �' 1 U r-I i Job No. 1306083 h• 1 1' ky I1 " S4 JP HATCH LEGEND 9'-4" A.F.F. 111_111 A.F.F. a a ✓j 12 6 77 4 3/161, HEEL SQUARE CUT OH TYPICAL END DETAIL 00 TRUSS B05 HAS BEEN LOADED TO SUPPORT Aw300# AHU SUSPENDED FROM THE CHORDS. REFER TO TRUSS — EERING FOR LOCATIONS. �6< id a ,y }n 131611 I 5' 0" 91-A" HT. Q7A_-. 171611 fj 9'-4" CLG. HT. �. ............... ..............._-. --___. - _..-._._ E`J � O I VIv117 0 0 N 0 Ln m: o 0 0 0 0 l o i 210" 1'1011 l 21 ON 011 I 21 oU 21 Oil 21011 .-o I 011 2 1 011 I O cV I �11-4" Cl HT. I I I N 2' ON 1 21011 21 011 all 011 r --21 ON ON 21 011 21411 11 59101, 10 131411 t- 164" 0 9'-4" CLG, o HT. N �f io N 0 CV 9'-4" C HT. - 0 M. 10,101, Manuel MartinE 9 eN=" E m o-..=- � �v w Y= a v o [l e 3 " ^ N c — * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO a d d o CJ1 SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. N = o THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. g G 9 w = cJ3 REFER TO THE INDIVIDUAL TRUSS ENGINEERING g DRAWINGS FOR GRAVITY AND UPLIFT LOADS. = w o O = G N m FOR BRACING &ERECTION DETAILS REFER C J5 TO BCSI-03 AND/OR ENGINEER OF RECORD N eo "- oe 01G • = e o s m a REPRESENTS THE LEFT SIDE OF � -i� EACH TRUSS DRAWING 72 .N a L09 G JUS24 H;' THD46 E o o 5 Q ......... ......... ............. ....-. JUS26 CJ MSH422 = a d N L08 _ THD26 K GTWS2T d= o d s s THD28 \L% HJC26 � u OC N -O C T — pa N L07 .. .EO ` N E� THD26-2 " O L06 F THD28-2 y (� JUS46 Q+ 3 0 L LOADING ROOF FLOOR WIND LOAD m p w d _.............. ----- ----------------._....----------------.--- ............ ................... ...... ---... -... ... _......... ...................._........_...._. d Q3 N a Q LIVE LOAD 20 x ASCE 7-10 0 N E N fi 0 3 00 L06 ~ v DEAD LOAD 28 x 170 MPH EXP C F a LIVE LOAD 10* X CATEGORY II A g s �± Q c R o 0 0� y v L06 DEAD LOAD 7 X ENCLOSED 79a ':E E m z E T c d E c w ' TQTAL LOAD 55 x FBC - 2014 V N L06 `" Y ddeN DURATION FACTOR 1.25 X TPI - 2007 T ,�T O •a — �°f REV DATE BY I REMARKS LNE_ E — o T d L06 _ � L a c L06 - • E L05 .. .. � � a �_.3 d a p /-_/- _ y s�= s E e E .= m It is understood that above N L04 conditions have been reviewed U APPROVED 9 g o= m S a & are acceptable for the w = e o fabrication at trusses, U APPROVED A5 NOTED o a = T e L03 elevations, pitches, overhangs, REVISE AND RESUBMIT fascias,ceiling a a N o elevations/pitches, bearing d conditions & all detail pertaining n REJECTED N e o o a o a9 L02 to this truss placement plan. No back charges will be accepted pe __N without. previous written DATE .2 'E d - approval from an A-1 Roof L01 Trusses representative. REVIEWED BY s a G ..,........_-..:... ............... ..-.- .....- E PLAN DATE ARCH: 08/24/2015 STRUCT: 08/24/2015 e " " o �5g-Qop )1G CUSTOMER PHOENIX REALTY HOMES N d a= 0 g JOB NAME MODELA = LOCATION FORTMERCE/INDIANRII/ERCOUNTY Cj1 w _ COMMNTY o LOT TARPONFLATS / LOT 23 _ / c E — c BLDG G e w9 dr 3� TYPE GARAGE LEFT u L � N "•' = JOB # 63439 MASTER XPRHTFA w o a _ G N O o E e a . ...... c v ,& o E c c3 0 0 0 9 E c DRAWN SCALE o m c DgiullyalgnaOE ManuelMartlifex DATE 09/16/2015 " _ DN <=us, o=w:�y m:u DEASOCI d AepmsenWlive. oy M 0.NDE AESCCIq}L$ q, M/fA NTS' ManuelM i 1 L� W00_ OgR49j�930/00J00.1d=A0109 198N 19.1316-0400' p O CO N= O FILE 1 w O O rn� � 'E o z 6 t o p AREA CALC m G = m H _ Dft= A-1 RODF FLOOR � i d G _ s s. ROOF 3619.14 ,Lz TRU55E`5 z _ N G E _ FASCIA 278.5 HIP LINE 240.13 n !VALLEY LINE 86.13 h A FLORIDA CORPORATION �.N o o a Ph 7 409-1010 / Fax 772.409-1015 E d o n e "SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED .- •' &DR TO VERIFY CALCULATIONS 1 %• vCi. s. cioni Fes„ ,.O- p c •E N s .TO.