Loading...
HomeMy WebLinkAboutBuilding PlansGENERAL NOTES CONTN: ENERGY CONSERVATION NOTES CONTIN: ELECTRICAL NOTES revisions no. date 6 REINFORGIN6 STEEL SHALL BE LAPPED 48 BA D A ICED AND: SHALL R DIA. WHERE SPLICED i. TYPE OF GON5TRllGTION. TYPE V UNPROTECTED GROUP R3 OCCUPANCY PER B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.A5 3. 55E5 TO DE516NE O GA 30.1 II/A.S.G.E. 6 II/T.M.S. 602 II, TRUSSES T D T CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. I: CONTRACTOR SHALL VERIFY WI TH F.P.4L:THE LOCATION OF SERVICE AND SHALL ' BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 512E AND NUMBER A5 HORIZ. BEAM U RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING GODS 2011 ENERGY, ` . FLORIDA BUILDING CODE bTH EDITION (2011). SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND COMPLETE (GATE ON LOCATE METER 8 PANELS AS REQUIRED. REI�ORGING AT EACH FADE. LAP 46 BAR PIA. MIN. CONSERVATION RESIDENTIAL. FOR MASONRY STRUCTURES. TRV55 DRAWIN65.TRE BUILDER SHALL. BE RE5PON51BLE FOR THE COMPLETE 2.CONSTRUCTION AND ALL APPLICABLE OW THE FLORIDALORIDA BUI DING GORE A5 ADAPTED BY I FOLLOW f L PTED THE COORDINATION BETWEEN THE TRU55 ,� 2 A IG ACCESS DDO 0 CONDITIOND 5PAGE5 TO pE51GN AND AIR GONDI 10 IN DE516 2. ALL WIRE SHALL BE 1. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO AGI'S MANUAL OF STANDARD TIT R5 OR HATCHES FR M T N , 6 N THEN COPPER. UNLE55 NOTED OTHERWISE. COUNTY AND.ALL ApPLtGABLE AMENDMENTS: G. IN HVHZ AREAS THE BUILDER SHALL NCE HIT AHE APPROVED 15 REQUIREMENTS. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION A5 PUBLISHED BY THE UNCONDITIONED SPACES SHALL BE WIEATHERSTRIPPED AND INSULATED TO A H INSPECTOR APPROVED BY TH BUILDING OFFICIAL TO ENSURE COMPLIANCE WITH THE APPROVED 5 5 LEVEL EQUIVALENT TO THE INSULATION O .THE SURROUNDING SURFACES A WOOD STRUCTURAL PLAN IN 3. WHERE REQUIRED BY E GOD N 5 N5 IN L TION N OTHER E5, SERVICE AND FEEDER CONDUCTORS SHALL BE CONCRETE REINFORGI G STEEL INSTITUTE UNLESS NOTED OTHERWISE. 4. ARCHITECT NOR ENGINEER ACCEPT designed AN . BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.... ACCORDANCE W TH SECTION 21222.4 FB.G, S ANY RE5PON51BILITYfOR STRUCTURAL BEAMS, COFFER 0 _g i FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED ?0 BE PROVIDED P R F EQUAL;AMPAGITY. WHEN,LOOSE FILL 15 INSTALLED, TO PREVENT L005E FILL FROM. 5PILLIN6 INTO THE COLUMNS, AND FOOTIN65 UNTIL REVIEW OF APPROVED TW55 AND FLOOR SYSTEM drawn DRAWIN65, 516NED AND SEALED BY A. PAR/$EF LIVING+ SPACE. b. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT FLORIDA RE615TERED ENGINEER. 4. ALL BRANCH CIRCUITS IN RACEWAY FOUNDATION NOTES : OR NON METALLIC SHEATHED GABLE. SUFFICIENT TO INTAIN ALLEAR; UNOBSTRUCTED CONT. CELL S. ALL WOOD IN CONTACT WITH MASONRY' OR BARRIER SHALL E PRESSURE TREATED. Checked AN 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE O A 5. COORDINATE PROVIDE N APPROVED M AND THE VAPOR BARRIE BETWEEN HE GO RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 3 THE BUI DING R ETWE N T CONCRETE OR OTHER ENERGY REQUIREMENTS OF THE FB.G. GRAFTER 13 ENERGY EFFICIENCY. ) L THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR 1. GLEANOUT OP NIN6S BE PROVIDED AT. HE BOTTOM I. FLOOR SLAB TO BE 4 THICK POURED CONCRETE SLAB WITH b X b X WL4XWL4 � SHALL T OF GROUTED CELLS AT ' GEMENTITOUS MATERIALS AND THE WO CONSTRUCTION. date 10/BI/2019 W.W.M. OR FIBERMESH ON 6 MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL LEAKA6E IN ACCORDANCE WITH THE REQUIREMENTS R402A.1 THROUGH R402.4.4. EACH LIFT OVER4'-0" HIGH. GLEANOUT5'5HALL BE SEALED AFTER GLEANING AND OD AS PER GODS. : INSPECTION AND BEFORE 6ROUTIN scale " - - PRE TREATED FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF 6 b. BUILDER SHALL BE RESPONSIBLE FOR 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER I/4 I 0 N.N.D) 4) WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR R PROVIDING ADEQUATE BRACING AND BRIDGING OF THE SLAB DEPTH AND MUST BE SUPPORTED AT 5'-0" 0/0 EACH WAY WITH USED DURIN6 ERECTION OF TRU55E5 A SPECIFICATIONS: 1. THE CONTRACTOR, 5UBGONTRAGTOR, SUPPLIER, EDT. SHALL VERIFY ALL INFILTRATION RATE OF NO MORE THAN 0.3 GFM PER SQUARE FT AND SWINGING DOORS : AND STRUCTURAL SLAGS TO PREVENT COLLAPSE _ _ DIMENSIONS CONDITIONS AT JOB 517E PLANS SPECIPIGATIONS ECG APPROVED MATERIALS. OR DAMA6E.. job no. P 11 00241. ROD NO MORE THAN 0.5 crmDAN PER SQUARE FT AND MUST BE TESTED LISTED AND STEEL NOTES 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. LABELED IN ACCORDANCE WITH R402.43. 8. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRE55Ep 2. ALL REINFORCING STEEL TO BE GRADE 60. ' 1. DIMEN510NAL LUMBER SHALL 8E SOUTHERN PINE: N0: 2 OR BETTER AND SHALL PROVIDE ALLOWABLE b, PROVIDE 0 1. STRUCTURAL S E SHALL CONFORM O THE AI5G 5 P ALL LE STRESS VALUE I N N FUSIBLE GENERAL DU 5A 5 I A _ BY THE ENGINEER A5 CONSTRUCTION PR06RE55E5. 5 CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL L DISPLAY CARD L HAL N RM T "SPECIFICATION FOR THE DESIGN, S OF 1200 P51 IN BENDING FORA SINGLE MEMBER DUTY FEN W TGHES T A/G EQUIP: AND AT (EP ) ARCIiTPC E:,RECORD 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING GENTERLINE5 UNLESS USES. q0 P51 IN HORIZONTAL SHEAR PUMPS NOT VISIBLE FROM CIRCUIT BREAKER P AND _ . F •-. • • , ,•..:: ..,,_.. IN A RDANGE WITH FBG 2011 ENERGY CONSERVATION R401,3. FABRICATION A ERECTION OF STRUCTURAL STEEL FOR BUILDINGS .MATERIALS SHALL AND SHALL HAVE A MODULES ELASTICITY OF I600 KER PANEL AS PER MANUFACTURER. OTHERWISE NOTED. _ K51 OR BETTER AS DETERMINED BY RECOMMENDATIONS. q. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PREG£DENGE OVER CONFORM TO TH APPLICABLE ASTM SPECIFICATION A5 FOLLOWS. W SHAPES Ag92/A AM APPROVED LUMBER GRADING A6EHGY. SCALED DIMENSIONS 9gIM-06a, OTHERSHAPE5 - A36/A 56M-0b, PLATES A36/A 36M-06 BOLTS - A 301-0-Ib 1. PROVIDE JOSEPH P. Mc S TE PREPARATIONS E DRAINAGE RECOMMENDATIONS E 5 _ _ 8. NON -BEARING INTERIOR PARTITIONS RO IDE G CARTY 4: ALL I MENDATIONS MADE IN THE SITE TUBULAR.. ASTM A500/A500M 13 GRADE B (46 KSI I R P RTITI NS MAY BE CONSTRUCTED OF 25 GAUGE GEE 6F I PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, _ 10. ALL WINDOWS AND DOORS SHALL CAULKED AND WEATHER STRIPPED. WINDOW SPECIFIC 6EOTEGHNIG .REPORT UST BE STRICTLY CHANNEL TYPE STUD ' " HD W : SPEC F AL M I TLY ADHERED TO: G L 5 AT Z4:0/G WITH MATCHING TRACKS TOP AND BOTTOM WITH I/2 LAUNDRY AND WET BAR OUTLETS PER NEC. 210.6(A). MA ONRY NOTES „ UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE. F.B.C. ENERGY ' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I LONG BUSLE : L HEAD DRYWALL _ " 2 � CONS � to CONFORM Q ,. ARCHITECT,Inc. CONSERVATION CODE. 5. FILL PLACED WITHIN 5 O OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF r WELDED T N SHALL G NF RM TO THE AMERIGAN WELDING SOCIETY SCREWS AT 12 0/GMAX. ,.: 10. ELEGTRIGAL FIXTURES TRIM. A AND APPLIANCES SHALL BE UL APPROVED AND A5 'STRUCTURAL DINS, CODE". ELECTRODES R GLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF q5% MODIFIED I. GO BETE' UNITS TO BE ASTM G O IIb. ASTM GRADES NI OR Nil. PROVIDE PRECAST RAL WE I DPO FIELD AND SHOP WELDS SHALL B£ SELECTED BY OWNER. IL RESIDENCE LOCATED N NEG 618LE WEATHERING AREA AND IN VERY HEAVY . q I LI HE AS D 1551 01. AW.S. A5.1 E70 ' PROCTOR TM LI 5 A5 NECESSARY. (fm 1500 p5U : :: I INFESTATION A q. METAL LATH OVER SHEATHING 5H _ ' TERMITE FE5T TIOH AREA PER FRG 301. ALL BE 3/8 V GROVE OR DIMPLED. GEILIN65 AND 9O A _ 0 E. OSCEOLA STRT SOFFITS SHALL BE HIGH RIB TYPE. FA " PROVIDE PRE WIRED TELEPHONE OUTLETS A5 SHOWN ON PLAN. �, : .. FASTEN T08UBSTATE AT 4 06G AS FOLLOWS 12. INTERIOR TO BE 12 DRYWALLPINI5H. AFTER GLEANING AND 6RUBBI 5 APPROVED, / 6. AF N6 HAS BEEN COMPLETED AND PPR 2. MORTAR TYPE M PER ASTM G 2'10-08a. PLAN NOTES - CONCRETE. 5/4 LON6 5TUB NAILS W 3/b HEAD. HORIZONTAL AND VERTICAL e� APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55E5.T0 THE EXISTING R WOOD 12. PROVIDE „ PRE WIRED T.V.OUTLETS FOR GABLE A5 SHOWN ON PLqARC,-rA D. ' n „ FRAMING MEMBERS W/ NAILS OR STAPLES - pp �+ 29 13. ALL INTERIOR GY MIN G WITH 3 AGE 3 8 LE5 TO PROVIDE AT LEAST 13/4 PENETRATION 72:ZU7.673v P5UM BOARD TO BE . I/2 THICK WT (I 6 , I /. LONG, GROUND.-. 3.G0 CONCRETE INTO HORIZONTAL WOOD FRAMING M :: _ 1, A PERMANENT 6N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDERANDNEED EI`;BERS AND 3 4 PENETRATION INTO Iq/64 HEAD; O.Ogb DIAMETER,: I I/4 LONG, ANNULAR RINGED, 5D-0OOLERNAIL, , / VERTICAL 13. DEDICATED CIRCUIT „ ,; WOOD FRAMING MEMBERS. 0 VET 5 SHALL HAVE NO MORE THEN b DUPLEX. REG. FOR REINSPEGTI AND TREATMENT CONTRACT 5H N N VERTICAL WOOD 0.086 DIAMETER - 15/BLONG ' 5/64 HEAD OR GYPSUM BOARD NAIL O.Obb ALL BE PROVIDED: THE 516 FRAMING MEMBERS; :COMMON NAILS: C ANOE5 IN DIRE TI 4b BAR DIAMETERS AND 4bIN000S AROUND ALL CORNERS AND A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED Wl 3000 P51 „ SHALL BE BENT OVER TO ENGAGE AT STU RT SHALL BE P05 NEAR THE WATER: HEATER OR ELECTRICAL PANEL LEAST THREE STRANDS OF LATH OR BE BENT � F DA DIAMETER, 1 5/b LONG, q/32 HEAD) SPACED AT 1 O G. FOR NAILS AND 12 O.G. FOR CHANGES IN DIRECTION: CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY PEA RAVEL CONCRETE. 4. ALL CLOSET LIGHTING SHALL OVER A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES COMPLY WITH NEC SEC: 410.6. „ SCREWS: 5 E I LEG,1/Ib CROWN P „ RO AL MTL. FRAMING SELF MET L T A a 2. PROVIDE 3 5 EL POST OR BO LARD OR TIRE BUMPER IN PRO PING a O IN L FRONT OP ALL EQUIPMENT SCREWS .12 x I/2 WASHER HEAD STAPLES CONCRETE FOR FOUNDATIONS 5 AND FOO N65 5 5 b. CON TI HALL BE 2500 P5) MIN. X I .THE BRANCH CIRCUITS A 14. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -DEMENT OR GLASS MAT S. THEI MI DESIGN SHALL BE APPROVED BY THE ENGINEER. GONT WING SMOKE DETECTORS SHALL HAAULT (HVAG, EHW, RYERI LOCATED IN THE 6ARA6E AT FLOOR LEVEL PER F.B.C.`•HALL NOT BE USED FOR SOFFITS OR GEILIN65 D. P •. GYPSUM BACKERS IN COMPLIANCE WITH ASTM G 1266, G 1325; G 1176, OR G 1218 AND MAXIMUM WATERIGEMENT RATIO MUST NOT EXCEED Ob5. PROTECTION PER NEG SEC. 210.12 SMOKE DETECTORS SHALL B£ CONO - „ MECHANIC GO `" C. G _ AL _:ARG-FAULT GIRGUITS AHEAD OF INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AS BACKERS ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q II MAX., WHICH SWITCH AND HAVE SELF CONTAINEDBALK-UP.' 10. WHERE CEMENT PLASTER 15 APPLIED , D.TO LATH OVER FRAME CONSTRUCTION, BONDING DETECTORS - MEANS THAT E GON515 SHALL TANDEM WI D FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL. PANELS IN SHOWER AREAS. (PER THE CONSISTENCY SHALL BE A5 FLUID AS POSSIBLE FOR POURING WITHOUT RED 50 ALL DETECTORS SOUND SUSLY: ' - 3. PROVIDE Ix2 P O A OF THE PLASTER TO THE WATER BARRIER SHALL BE N 5E6RE&ATION OF THE CONSTITUENT FIREST P VERTICALLY T THE GEILIN6 AND FLOOR LEVELS. ALL PREVE TED NE PROVIDING A DBE. ' FRG 102.4.1 #FRG 102.4.2). GON TITUEN PARTS. LAYER OF WATER BARRIER OR BY IN _ __.._:_-HORIZONTALLY A INTERVALS NOT EXCEEDING 10-0 , AND ALL OTHER LOCATIONS PER STALLING A HOUSE Wf2AP BENEATH THE WATER Ib. PREWIRE FOR GARAGE DOOR OPENER SENSOR:FB.G. 5EG 10 2 .BARRIER. 15. WALL AND GEILIN6 FINISHFS $HALL HAVE A SMOKE DEVELOPED INDEX OF NOT T N .IID. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THEGREATER THAN 450:11. PROVIDE A RG FAUL EN6 T CIRCUIT I WEER. NTERRUPTOR PROTECTION IN DWEL LIVING�: �: II. PNEUMATIC FASTENERS SYSTEM TD _E HILTI COIL NAIL PR06RA .TYPE TO BE GRF 4. ALL GLAZING (THIN 24 (46 IN HVHZ) AND PARALLEL TO A DOOR SHALL B£ MIb A GE A A - �,„ DINING, FAMILY ROOMS, KITCHENS LAUNDRY RM5 DENS/ LIBRARIES S WALL ND ICING FINISHES SHALL HAVE FL ME SPREAD GLAS5IPIGATION OF NOT SC �+ "1126 1-1/2 LON6 AND .120 DIAMETER BEAM SCHEDULE NOTED 4, REI PO TEMPERED. ALL NDOWS 0R GLASS ENGL05URE5AT OR WITHIN 36 OP TU85 AND UN.O. SUNROOM5 G GREATER THAN 200, : IN6 " L05ET5, HALLWAYS OR 51M. ROOMS. PER NEG 210-12 (B)OWE 51 5 ESS AN b 5H R5 WITH L L TH O ABOVE FLOOR SHALL BE TEMPERED: ALLGLASS IN Ib. PROVIDE 6 U1. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A 12.TRU55 MANUFACTURER SHALL DESIRO ND FAULT CIRCUIT INTERRUPTER PROTECTION FORVOLT, SIDELIGHTS SLIDI G GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. GN TRUSSES 70 COMPLY WITH ALL SUPERIMPOSED _ VERTI AL. SINGLE PHASE D AND 20 AMP CIRCUITS SERVING: BATHROOMS 6ARA6E5 KITCHENS,r, .,'< , CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER 1. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EPJ OF BEAM OR WIND LOADS, PER F.B.C. 2011. - ,w ; AGGE50RY WILDID(65 OUTDOORS O 2 PROJE0 e EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE THROUGHOUT (T.0) BEAM AS INDICATED ON BEAM 5GHCDULE. STIRRUPS SHALL BE TYPE R WITHIN 7 Of EDGE OF ANY SINK. < T ROOF. DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION PRG316. 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BPIR BENDS UNLE55 OTHERWISE A. AS A615/A bI5M-0q. PER REINPORGING SECTION (GRADE 60). 5. BORE55 WINDO SHALL BE OPERABLE FROM THE IN5IDE WITHOUT THE USE OF TOOLS. ESRE55 WINDOWS SHALL HAVE A MINIMAL NET OPENIN6 OF 24" HIGH, 20" WIDE, AND MIN. Iq. 5MOKE DETECTORS REQUIRED NOTED. ON ALL-HVAG UNITS NTH 2O01 CFM OR MORE. Ib PER FRG 1022.1 ALL GYPSUM BOARD MATERIALS AND AGGE550RIE5 SHALL NET AREA OF 5.1 .F. FOR 2nd FLOOR WINDOWS AND 5.0 5.F. FO 8. WREN A FOUNDATION DOWEL DOES NOT LINEUP WITH A VERTICAL GORE IT SHALL NOT R 1st FLOOR WINDOWS. (� SMOKE DETECTORS TO BE IIOV t^U BATTERY BACK UP -ARG FAULT CIRCUIT CONFORM To ASTM G 36 G 1q G 415 G AN G 630 GE31 G LL G N AC G 104T G MECHANICAL NOTE , IITi, „ „ BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT EVEN THOUGH IT 15 THE BOTTOM OF E OPENING SHALL NOT BE MORE THAN 44 ABOVE THE FLOOR, LATCH S SMOKE DETECTORS TO BE INTERGON A 0 2. ALL BEAM (MARK 8) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED HINTED 50 THAT ONE SMOKE DETECTOR' G IITb, G 1216, G 13g5, G 13g6 OR G 1656 AND SHALL BE INSTALLED IN ACCORDANCE IN AN ADJACENTAT 54 A.F.F. MAX.N HVHZ AREAS WHERE THERE 15 MORE THAN A 4 O DROP, THE SILL ' ACTIVATES ALL 5M0 WITH THE PROVISIONS OP FRG AND ADHESIVES FOR THE INSTALLATION OF GYPSUM CELL TO THE VERTICAL WALL REINFORCING. ,� KE DETECTORS IN THE RESIDENCE , SHALL BE NO L, THAN 36 A.F.F. OR PROVIDE AN APPROVED SAFEGUARD; I. ALL HEATING AIR CONDITIONING REFRIGERATION AND VENTILATION EQUIPMENT SHALL TIE BEAMS (MARK °T$" REINFGRGING SHALL U TIE- ^ BOARD SHALL CONFORM TO ASTM G 551 3. ALL (MA ) ALL BE CONTINUOUS THRO 6H E G. VERTICAL REINFORCING 5 - CONFORM TO THE'REQUIREMENTS SET :' 20. GEILIN6 AREA IIO V. SMOKE BEAMS ONLY: ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. TEFL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FORTH IN THE. FLORIDA BUILDING GODS DETECTORS SHALL NOT BE CLOSER THAN 3 Ff. FROM I b. ALL BATHROO FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS.: " Iq INSULATION MATERIALS, INGLUDIN6 FACINGS; SUCH AS VAPOR RETARDERS OR VAPOR FROM THE MASONRY. MECHANICAL AND FLORIDA BUILDING CODE ENERGY CONSERVATION THE DOOR TO BATHROOMS, WA5H8R/DRYER5A/C SUPPLY AND RETURNS 3 KITCHENS TI N ' THE PHOTOELECTRIC RI MAY BE WITH PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES,ROOF GEILI GTOP_ IN 20 FL OF A COOKING APPLIANCE IF T N 5: EATHEY ARE of 4. BUNDLE ALL STRUCTURAL B M BARS IN PAIRS OVER SUPPORTS WITH TOP BARS T. IN AREAS THAN HVHZ FIXED G A55 M THICKNE 5H BE 5 6 ASSEMBLIES,ASSEMBLIES, GRA 5PAGE5 ATTICS D: VERTICAL REINFORGIN6 SHALL 8E A5 LOCATED ON THE FLAN AND A5 INDICATED IN H L ALL DETERMINED U IN 2. A 4 CLEARANCE 15 TO BE MAINTAINED THE PHOTOELEGTRIG TYPE WALL L WL AND TTI SHALL HAVE A FLAME FROM ADJACENT BEAMS. NNOJ.ED AROUND ALL AIR HANDLING UNITS: SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX THE COLUMN SCHEDULE. TABLE 2405.3 8 . A OF F.B.C.FGA5 THE MINIMUM THICKNESS ALLOWED. 3.5EM5LIEFF . DAMPERS AT SUPPLY 21. CARBON MONOXIDE ALARM TO B NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 64 OR UL 123. " AND RETURNS WHICH PA55 THROUGH E INSTALLED WITHIN 10 OF A ROOM USED FOR OP BOTTOM OF TIE BEAMS A RATED 5: DR TT 5 REQUIRED AT WINDOW d DOOR HEADS (26 MAX) 8: IN HVHZ AREA PROVIDE HURRICANE SHUTIERS AS PER F.B.G. 5EG I E. VERTICAL O THE TIE BE EACH SIDE OF ANY OPENING, IF REQUIRED SHALL BE TON FIC P UNLE55 ASSEMBLIES IF ANY. SLEEFINO PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR ADD 2-s5 BOTTOM 1F DROP EXCEEDS 9" THE EXTERIOR L COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENIN65 TO ALLOW APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME APPROVAL TOP 5ERVE THE ENCLOSED BUILDIN6 ENVELOPE A6AIN5T IMPACT LOADS ID 6 A CONCRETE NOTES REINPORGIN6BAR5 TO CONTINUE UNINTERRUPTED. 4 ALL WELLIN ROOMS MUST HAVE HVAG RETURNS: RETURNS MAY BE DUG FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED 8Y THIS LOCAL POWER b. 71E BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8 TO FIT BLOCK AS SET FORTH IN RAFTER Ib: JUMPERS OR TRANSFER GRILLES. �� UTILITY. SUCH ALARMS 5 A HALL HAVE BATTERY BACKUP. WORK, HORIZONTAL, p a e 1. GONG G - 5 HAVE A RITE SHALL CONFORM TO ASTM q4/G q4M Oq, HALL MAXIMUM q. PICKETS AT 5T IRS, LANDINGS B BALCONIES SHALL BE SPADED 1'O PREVENT 5: A/C UNITS MAY HAVE GONG. PAD OR 22. IF USED A COMBINATION SMOKE/ G MONOXIDE ADDED OGITUDINAL BEAM REiNFO G 0 OTHER APPROVED MATERIAL NDING ABV. Y.E/ CARBON M ALARM SHALL BE LISTED OR WATER/GEMENT RATIO OF 0:65 AND SHALL HAVE S000 P51 COMPRESSIVE STRENGTH IN 7• ALL L RING SHALL EXTEND 6 MINIMUM INTO A. HORIZONTAL REINFORCEMENTA PA55A6EOF A DIAM TER SPHERE.. ADJOINING GRADE 0 5 BE 5U5 �� L D SHALL BE PROVIDED A5 SCHEDULED IN THE BEM R HALL FENDED A MIN. DOUBLE 6 NIT. ADJOI G`6RADE. ABET E BY A NATIONALLY REG06NIZED TESTING LABORATORY, 26 DAYS (UNLE55 NOTED OTHERWISE.) ALL CONCRETE WORK SHALL BE IN ACCORDANCE SUPPORT UNLESS OTHERWISE NOTED. SCHEDULE PADS SHALL BE A MINIMUM 4'-0'kq'-0" WITH AGI 516-11 AND AGI 1-10. ALL CONCRETE MASONRY WORK SHALL BE IN 0. IN ZERO LOT HOMES: DRYER VENTS EXHAUST FANS E KITCHEN HOODS SHALL NOT PAD FOR DOUBLE UNIT. 23. TAMPER RESISTANT RECEPTACLES 125 VOL ARE REQUIRED IN DWELLING UNITS IN ALL AREAS b. REFER TO CONCRETE NOTES FOR INFORMATION ON . ONGRETE AND STEEL �, �: 9) EXHAUST. FANS TO BE VENTED THRU ROOF OR SOFFIT. ACCORDANCE WITH AGI 530.1E G B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q GAGE LADDER VENT THROUGH T SIDE WALL AND MUST MAINTAIN A 10 0 SETBACK. SPECIFIED IN NEC210.52 FOR 125 VOLT, 5 5PECIFIOATION5. TYPE REINFORCEMENT SPACED NOT MORE THEN 16' 0/0 VERT. REINFORCEMENT SHALL LT, i d 20A REGBPTAGLES PER NEC 406.11 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE. FLUMBI NG. NOTES ALSO 8E PROVIDED AT THE BOTTOM AND TOP OF ALL OPENIN65 AND EXTEND NOT LE55 +. INTERSYSTEM BONDING TERMINATION FOR GONNEGTING INTERSYSTEM BONDING AND p� " _ " q. AM SHALL ER OF MAXIMUM 80TTOM REINFORCING STEEL AREA OF EITHER ADJACENT a „ FOOTINGS 3 BEAMS AND COLUMNS I I/2 „ , THEN 24 BEYOND THE OPENING. PROVIDE b MIN EMBEDMENT INTO CONCRETE COLUMNS FRAMING NOTES GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLA55 A TENSION LAP SPLICE " :� :� CAT/ ETC AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY L AND T INTERSECTIONS. U G .PER NEC, 250.g4. ` � 3. REINPORGIN6 STEEL: GRADE 60 (Pl'=60.000) ASTM A6I5/A 615M-0q. ON EITHER SIDE OF SUPPORT. I. ALL PL MBIN FIXTURES SHALL 8E INSTALLED IN ACCORDANCE WITH SECTION 405, :. I. FIN 51G AND N6NE 55A : - PB.G.. -t . AL NED EALED E I ERED TRU AND FLOOR SYSTEM DE51ON MUST BE .'. ' 5. GENERAL. 25, L MINIMUM OF 15 % Of THE LAM N6 O GRAGKIN6 OF STRUCTURAL COMPONENTS UMB 6 PS.IN PERMANENTLY INSTALLED LI6HTIN6 FIXTURES ui U „ 10: SPLITI R TRU TURPJ.. MPONENTS DUE TO INSTALATION OF 2. ALL PL IN FIXTURES SHALL MEET THE REQUI " o 0 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE MANUAL SUBMITTED TO THIS OFFICE FOR REVIEW: TRUSS AND FLOOR SYSTEM DE516NER5 MUST REMENTS OF TABLE 604.3, FB.C. 5H $E = ALL HIGH EFFAGY LAMPS OR A MINIMUM OF 15% OF THE. PERMANENTLY ® Z 3. DISPOSITION OF. RAIN WATER SHALL COMPLY WITH F.B.C.PLUMBIN6'OODE CHAPTER „ HARDWARE 15 NOT PERMITED. PROVIDE ALL TRU55 CONNECTIONS A5 PART OF THE DESIGN: PIER II. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" A5 PUBLISHED A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH AA,I. 530-II/ A.S.G.E. 5-II/T.M.5. 402-II, INSTALLED LI6HTIN6fIXTURES SHALL CONTAIN ONLY HIGH-EFFAGY A 4. ALL FLUMBIN6 PENETRATIONS MUST BE A MINIMRJM 10-0 FROM ROOF JACKS. LAMPS. (LOW BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. II. UNLE55 OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND E COMMENTARY ON • VOLTAGE G O THE 2. BEARING POINT50F TR1J55E5 SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO 5. CONDENSATE MUST BE A MINIMUM OF 12" OFF THE BUILDING. LI HTIN6 SHALL NOT Bf; REQUIRED TO BE HIGH EFFAGY LAMPS) CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES WILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. M " " U ® O THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER 15 2 OR b. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS SHALL O 5. ADEQUATE VERTICAL AND RIN6 HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 2. LINTELS SHALL HAVE A MINIMUM f"SEARING EXCEPT RECESSED LINTELS SHALL - (J CO RECESSED D LIGHTING SHALL BE SEALED TO LIMIT R ® C..> I MORE PLIES. UNLESS NOTED, BE FIN15HEp WITH A SMOOTH , NONA65gRBENT SURFACE TO A HEIGHT NOT LESS THEN I T AI LEAKAGE BETWEEN ® GV SUPPORT ALL LOADS DURING CONSTRUCTION. " 10 INCHES ABOVE THE DRAIN INLET. ' I ••ONDITIONED AND UNCONDITIONED 5PAGE5. � � Q U` � .NAVE b BEARING. PROPOSED RESIDENCE FOR: Op p 0 � Q v CODES USED JURISDICTION: CITY OF PORTST.LUGIDPL � � j ® � c V (Y] `�`�� pN Q O FLORIDA BUILDING CODE b H EDITION (2011) CODE! 2011 FLORIDA BUILDING CODE 6 TH EDITION , 1 O-D d. (NFPA7o)2014 $UIIR)NF� r, �I PROJECT ADDRESS : SEE TITLE BLOCK PROJECT NAME: KEY LAR60 }3,tylATiON - FBC 2011 PLUMBING GOD , FBG 2011 MECHANICAL CODE, FEZ 2011 ENERGY ARGHITEGT/EN6INEER : JOESEPH P. MtGARtt n CONSERVATION CODE TYPE OF CONTRUGTION : CBS, X FRAME - ILI71N6 DES IGNED . .. ENCLOSED X . o OPEN PARTIALLY ENCLOSED DRAWING INDEX- i e � D WIND SPEED (3 SECOND GUST) Y uit : 110 mph 6-1 COVER SHEET : - - WIND SPEED (NOMINAL) V asd , 152 mph F-I FLOOR FIN16H PLAN FXF05URE : _!2_ 1, _ A-1 FLOOR PLAN INTERNAL. FRE55URE COEFFICIENT : o.ib m I / A-2 ELEVATIONS IMPORTANCE FACTOR.: 1_.0 BUILDING RISK CATEGORY 2 - (12,3 OR'4). ELEVATIONS MEAN BUILDNG HEIGHT : I5.g PT. n .•, II II I 11 A-4 BUILDING d WALL SECTIONS d DETAILS OVERHANG : I'-b inches ROOF PITCH : 6 / 12 I� 5-I FOUNDATION PLAN COMPONENTS E CLADDING WIND PRESSURES: 24.2 / -32.4 PSF (ACTUAL BUILDING DESIGN F'RES5URE5 FOR WINDOWS AND BOORS L/STEP ON.PLAN5) 445 NW PRIMA VISTA BLVD. - 5-2 FRAMING DETAILS 5-3 FRAMING PLAN ROOF DEAD LOAD , 15 LIVE LOAD; PORT ST LUCIE, FLORIDA 34983 (772) 340-7223 5-4 BEAM HEIGHT PLAN FRAMED FLOOR LIVE LOAD : A P5F DEAD LOAD , WWW,PACE2000HOMES.COM ��1y [/'�_ }. �,�i .4a � 5-5 BRACING PLANYES S T. L U C I E V SHUTTERS : 5TA MB �(_ n E-I ELEGTRIGAL PLAN IMPACT RESISTANT ASSEMBLY : YES - C NO M-1' HVAG PLAN PLAN / ELEVATION SYMBOLS LEGEND 00 6ROUT FILLED CELL SEE ®% POTSHELP HEIGHT FOUNDATION PLAN AS NOTED POURED CONCRETE COLUMN DROPPED SOFFIT /.LEI/lll/1! HEIGHT A5 NOTED :S EE7 Nfi RMATION , w,,,„ --� NON-BEARIN6 FRAME ARCHED OPENING SEE Gol Z _'Z [11C : drawing CONSTRUCTION PLAN OR ELEV. foo P `� 1_ �,. - RING FRAME I HOUR FIRE RATED: COVER � SHEET `.. �� CONSTRUCTION WALL - MASONRY CONSTRUCTION FRAME CONSTRUCTION TYPICAL... ABOVE OR BELOW yw DEC0 BEAM HEIGHT "errmd�t sheet ST Lucie G-1 0'-0" FIN. FL. SLAB FLOOR ELEVATION l ill I" 900 E. OSCEOLA STRT ------- CAB - ® o `I'-4" GL6. 05 m 772.287.6735 6'_01f 1. 31_p0 C� a1 21 12 II'-2" 6'-21j 10 _611 �+ �p T.P. ry ST e _ UA '-. , p 1 1_ 11 NOOK m 13 i q-4 GL6. _ \ O PORCH 9 NE51 W 1 I L p ,� BEDRM 3 4 _" ... 9. GL6 6 y� Q� I N 003 1 11 1 11 _ _ 1 II " 2 2 2 2 _ ry 5 9 2 4 5- 1 �1 0 01 -7-411 r OD 00 � 13 O I7 b I X D. MASTER -- - - I I I _- T- -T _ A a BEDRM _ UA EQUAL EQU 4 14 15P. coFF cLe Al 0 VENT ED 1 i1 1 Y O O020 Bl. _ _ q O.. 4 TO 10 4 (3 i HA o ❑ LL' w MICRO ea 1 " IN _ K Ib-4 a- � r OVER :.,I 4 --- 00 RANGE I c_v 5 5H _ -r _-_ I�P7 L1J { KI CHE t ols RIs �- I LIVING. � >I I R i _ I > I I -0 GL6. O I = 0 WELL PUM ROOM I IL/QUT Z II 111 Ii I m O >. N ID-0 OII-0 o �---------� - r LL_J l BATHRM 'yt -_ -J L----J L - --� O q'-4"cL6. 5 w _ P on _ O - -+ - - - r m I I Ib -4' ) I IN 12RDP E M5 N _ P) r. r IRIS O � - - - - - - w GOFFERE G16: s _ � LO LL- m 4-4 _ - - - 3 3 W.L.Accu #IoN I- 4-4 GL6. c U0 OI L9m1 _.® z ATTIC AGG. 006 Q 021 _ OOBEDRM 2 ��y/� I I 0 O O LLI (5 LU O Q ❑ L E~ I m- LLI _ L H IGHT COLUMN q I I I .I _' Al U o_U o v'nz vF DRYER21-21,�1 I I 2 as _ C!) OOq4 � 'Q TR r II b ., � � Q MASTER m FOYER r+ a� ' ® -� O } CL O Io-o car OFFICE m 1 UTILITY)1nuil oi6 b q 3/4 c� F- _ LL1 y- BATHRM too GL6. � cv C/7 U_ � m I6 - J O 2x4 D. BEARIN6 m q•4 cL6. s ROOM r WALL TOP a 91-411 in _ 1 0 ;_ �1 _ 9 4 GL6. a-10 DIO 3-5 8-6 � ,Bt1Li_11 it nn�un..n.e... annnnn.d..' a,mut 3 3 8 3 1 I/ TO CENTERLINE O ? N O RLI F L 200 AMP 1 11 Q1-O0 - '-O" HIGH HALL I" t I!2' THK GYPSUM 24" OPEN ABOVE) 014 I E.W.H. ELEC. PNL. 'A' METER MAIN RDEN TU VE) BRD APPLIED EACH 510E 61 6 (] = Q Tt2l ,:, OF WALLB W/R-II MIN EXTE CURB E DISCONNECT E , L - BEYO WALL BY 17 T. in = BATTS TYP 2 O 0 !. In O s N r .H. PROTECTION. 0 OO O ...� s �i _. _ O PER FBGrR bTH EDIT. 36 x42" GL ,; - �, T.6: ®- .22 x54x CALC ULATIONS TONS .. t - ..... a... , n ry 1 LL l 1 1 ,, DN STAIR ' r, 3, : 6 4 = : LC. LT , . AIR CONDITION ::::. I - - _I CID HWR: © O COVID GROUND FLOOR 2264 SF ti PQRC _ GARAGE GONG DRIVE t8 Iq I I - - - O :, Br BL R CABANA 44 SF G ,.. 12-0 GL6. _� '' " .. - - - B-O GL6. I ,.. II 1 11 2308 SF v I o 3.10 2-q ' 2 , _ _- BOX OUT N �1 - T TO HID! OF O 1, II NON CONDI TIONED ITIONED COLUMN ® ARE S PORc A 44 q 4 rrP: 5 NW PRIMA VISTA B O a _ WD. _. .: PORT ST LUCIE FLORIDA 34983 772 340-7223 I' FRONT PORCH 162 ( ) GONG WALK BY SLDR SF' 00 2 2C WWWP . ACE20 OOHO CAR 452 SF MES.COM A 1 I it -4 l 2 1_ �1 i_ 11 1- „ i_ 1i ii 4 9 O 14 2 6 '_ " I, _ ao o 'COUD PORCH 239 SF` , I 1 o 53 SF �o _ GROSS AREA WINDOW 5GHEDULE .. TYPE STYLE SIZE M.O. D.P. NOTES � HL� fl :N ll iT 'I- I 5H26 SINGLE HUNG 3'-111 61-411 1511 76" 37,a 1 41.1 Brltton 2 5H26 51N6LE HUNG 3'-I11 6'-411 ' 151' '16" 57.15 41.1 Britton 3 SH24 SINGLE HUNG 3'-111 4'-311 3V1 5111 38.0 413 Britton 4 5H25 51NSLE HUNG 3'-1" 5'-3" ` 3a" 651, 31.6 41.1 Egress 5 F.G. PICTURE 4'-0" - 21-W 50" 30" 55.0 41.3 T.O. Obs. 6 5H25 51N6LE HUNG 5'-111 5'-3" 3811, 63" 37,b 41.1 Egress 1 5H25 SINGLE HUNG 1 11 3-I 1- ❑ 5-3 II 3a 11 63 31.b 41.1 15 5HH36 51NOLE HUNG 2'-2 1/211 6'-411 21" 16" 31.q 41.2 q 5HH36 51NOLE HUNG 2'-2 1/2" 6'-411 2111 76" 5-TA 41.2 10 5H25 51NGLE HUNG 3'-I" 5'-3" 15" 65" 31.8 11 5H25 51NOLE HUNG - : ` 51-1" 51-3" 151, - b5" 51.6 41.1 12 5H35 SINGLE HUNG 41-511 5'-511 54" 63". 31.6 41.0 13 5H35 SINGLE HUNG 4'-511 5'-3" 5411 63" 51.6 41.0 Egress 14 5HH55 51NCLE HUNG 2'-2 1/2" 5'-5" 21" 63" 3a.0 41.3 15 SHH55 51N6LE HUNG 2'-2 1/211 5'-311 2111 63" 38.0 41.3 16 . 5HH36 ` SINGLE HUNG : 2-2 1/2" 61-411 21" 1611 31.1 41.2 T.6. Obs. Iro F.G. PICTURE 2'-11, 2'-61,_ 26.5" 51.51, 3a.2 40A T.6. Obs. Ib F.G. PICTURE 2'-l" ` 2'41' 26.5" 31.5" 3b:2 40A T.G. Obs, Iq F.G. PICTURE 2'-111 2'-6" 26.511 31.511 38.2 40.1 T.O.Obs. 20 F.G. PICTURE 2'-I" 21-Gii 26.511 51.511 38.2 409 T.G.Obs. 21 F.6. ' PICTURE 5HOWER- 3 O" 3 -6 T.6. DOOR 50HEDULE R M STYLE DOOR M.O. D.P. NOTES ND HOT W �+ + - 001 DOUBLE EXTERIOR 6-011 V-O" 16": 55" 5b.0 41.6 Main egress do not shutter I-lites 002 0\/ERHEAD I6'-011 i'-011 16-0" 64" 56.0 4bA O.H.G.D. 003 SINGLE EXTERIOR 21-5" V-011 3111 5511 40.2 45.b Ext l-lite 004 5LIDIN6 TRIPLE EXTERIOR 12'-011 81-011 14411 qb" 36,1 5et.7 S.G.D. 005 SINGLE EXTERIOR 2'-6" 6'-61 3511 5511 40.2 43.5 2 Pni 006 SINGLE 21-all 81_011 _ 001 POCKET 21-811 51-0° OOe> 51NOLE 21-61 8'-011 005 BIFOLD 2I -611- I " 010 POCKET 21-611- OII 51NOLE 51-011 '51.01' - - - Frosted t.6. Int. Fr dr w/ ra es 012 5.. 51NOLE 1-11 2 8 I -II a O - 013 BIFOLD 1- 11 2 6 1 6 -8.1I 014 51NOLE 21-50 61-b" - Int solid core w/closer OIS SINGLE 21-VI a O 016 INT- BIPA55 017 51146LE 21-(/"- 016 BIFOLD 21_O11 61_811 O Iq ` 51NOLE "- 1 II 111 - 020 INT-BIPA55 61-011- 021 DOUBLE 5'-O" 151-011 - - 1-Lite 022 BIFOLD 2-611 MILLWORK PANTRY DOOR 3'0"x8'0" Glass pantry door with grapes (like model) INTERIOR DOORS 6'8" or 8'0" as per plan Masonite 2 panel EXTERIOR DOOR HARDWARE Kwikset Dakota in satin nickel INTERIOR DOOR HARDWARE Kwikset Tustin in satin nickel `. CROWN MOLDING/LOCATIONS Master bedroom coffer & IiNng'room coffer/beams #45 5'/"Primed Finger Joint TRIM DETAIL/LOCATIONS Dining room (same as model) MSI Panel Molding 1/2" x 1 3/<" BASE BOARDS #5180 51/4" Primed Finger Joint CASINGS ` Baby Howe casing 11/16" x 2-1/4" FRONT DOOR 60" x 8'0" impact 1-lite doors with transom NOOK DOOR 2'8"x8'0" impact 1-lite doors CABANA DOOR 2'6"x6'8" 2 panel fiberglass door GARAGE DOOR Standard 1 i I i i i i t, i 1 i it PRODUCT P.A. FL / NOA EXP. DATE MODEL MANUF. GLASS ATTACHMENT METHOD BLDG D.P. PRODUCT D.P. SIN6LE GUNS (5H) 16-0430.06 SH-TIOOA f6T IMPACT 141/40 X 1-5/4" MIN. EMBED. TAPGON5 0 VAT' 00 +36.4 / -25.0 +65.0 / -&0.0 FIXED &LASS 16-0450.05 PNM20A ROT IMPACT 141/4" X 1-3/4" MIN. EMBED. TAPCONS 0 6"l12° OG +21.71-50.0 t 6- 0 (PVU SLIDIN& (5LASS 17-0420.12 2/17/2020 TIO �6T MOPCD IMPACT 1/4" TG.'S X 1-5/4" MIN. EMBED. TAPCON5 0 S"/13" SEE WINDON SCHED. 160,0 PSF' DOOR � MULLIONS 17-0650.01 1 x 2,15 FXT. P6T 1/4" X I-3/6" MIN. EMBED. TAPCONS (4 PER CLIP) SEE NINDON SCHEDULE i 170.0 P5F x 0.650 SOFFIT STUCCO. SIDING 17-062I21 HARDIE JAMES HARDIE SEE SHEET A-4 -32.4 q2 OVERLAPPING PLANK - FLANK &ARABE DOOR FI-1046.5 12/51/20 MODEL 73N6 CLOPAY 5116" X 1-5/6" MIN. EMBED. LA& SCREN5, SEE DOOR 5GHED. + 36.0 P5F CLA551C (ONE PER BRACKET) -42.0 P51' SERIES EXT. DOORS FL 1630.1 R7 1"1/21 EXTERIOR THERMA-TRJ IMPACT 1/4" T.C. N/ 1-1/4" MIN. EMBED TG.'s MIN. SEE DOOR 50HED. 150.0 P5F SMOOTH STAR 0 4" O.G. SEE DOOR SCHED. ! 50.0 PSF ROOFING MATERIAL STANDIN6 SEAM NOA 17-1221.2 2/01/25 ENSLERT EWLERT, INO. #10 PANCAKE HEAD 5CREN X I"" (5/16"" MIN PENETR. - 54A -150.0 F5F IN FIELD 5ERIE5 1101 THRU BOTTOM SUPPORT), 6"" O.G. IN FIELD, AND -165 ® PERIMETER 4 CORNERS (STANDING 3° O.G. AT PERIMETER. SEAM) revisions- T - DOOR THRESHOLD SET SEALANT AND NAILED W/ STUCCO FINISH GONG. COLUMN HU. UaLt PRE EN6 TRUSSES TO STRUCTURE THRU BUCK IN BED OF CAULK $ „ I-I!2" CASE HARDENED G01 PERIMETER SEALANT WEATHER STRIPPING BY 2x4 P.T. BUCK SET IN ALUMINUM FRAME W/ 3/Ib TAPGON SCREWS , u DOOR MANE. FASTENED TO SILL W SECURE FRAME TO SILL ® 12 O G. - NAILS AT 12 O/C. MAX. GONG. OR MASONRY DOOR FRAME FASTEN SEALANT FASTEN / MIN I I/4 EMBED " „ #b x I I/2 SCREWS TO BUCK 1 V 6 V{/ I/4 PIA. x 2-3 4 MI WITH SILICONE (2) 3/Ib x ARA6E DOOR / GONG. OR MASONRY Ixb P.T. SUCK SET IN ® 18 0/G I 2 12 TAPGO TApGONS 4 FROM PERIMETER SEALANT � 'SEALANT AND NAILED / N , CAULKING ,� " SC O YO MAX REWS ®2 -0 o/G CORNERS. d l2 DlG PERIMETER SEALANT r , STUCCO FI 15H o.qa . kUl I/2 CASE HARDENED GALV. STL. PERT. TRACK _. ,n Oo, COIL NAILS AT 12 0/0. BY MANF: FASTENED TO'FLOOR COVERING GONG.OR MASONRY FLOOR COVER N6 Cl2SI I1BCI AN 0 o MAX. I gALL EXTERIOR GEILIN MATERIAL DO R TRIM ' OOo' -,0., _ 'TRACK PER PROD. 0 o Qo 4 Ix4 MIN. P.T, BUCK SET INALL BOARD v LTO BE HY RIB LATHE AND STUCCO b o 0 q APPROY. SPEC. S drawrl PAR BEF „DOOR FRAME p o 0 4 . Q . SEALANT AND NAILEDKIN6 FASTENERS AT 24 O.G., EITHER' 0 0 d.. „ r.. :..,., o.FASTEN TO BUCK YU o _ W/I-i!2 CASE HARDE SAWN: STL. TRACK BRACKETS " d INUM FRAME, FASTEN DRYWALL BOARD a CF1ACk@CI AN NAIL MIN EMBEDMENT ROOFING # o. „ aFASTENED TO WOOD IAMB (2) 10 SAWN. x 2 I/2 COIL NAILS AT 12 O/G. -•o„ " RUCTURE THRU BUCK o oA CAULKING NAILS WITH I/8 SH NK AND 3/8 ._„ REEAS oU O o - PER PROD. APPSCREWS ®2 -0 O/G P T OR P RED MAX. „ � RV. SPEG.S CIate_ Ib TAPGON SCREWS 10/31/201g HEADS OR STAPLES WITH 13 4/ SILL W! I #S BAR �Lx GONG. FLOOR SLAB 2 b MIN. P.T. ATTACH ED TO COLUMN W/ ��DOOR TRIM O G. MIN. I -I 4 BED DOOR FRAME FASTEN ! ! EMMIN EMBEDMENT LE65 4 I/Ib Ib DRYWALL BOARD „ „( „GROUT BED 1 2 x 5- 2 „ SCale1/4 - I 0 N.N.OPERIMETER SEALANT PERIMETER SEALANT THRU BUCK W/ 2 14 / I/ REDHEADS W/2 DIA. xYa ) PERIMETER SEALANT U / T.GGAULKIN6 ETER SEALANT n 1„ _ .� _ CONCRETE SLAB THK WASHERS ®2-0 O/G VERT. (bGGO FINISH'5•NGGO FINISH x 13/4 MIN EMBEDob no.5TU � - 0/0 P Iq 002q .ROD O FINISH' .I SILL DETAIL WIND MAX. FROM END S) ET OW JAMB DETAIL (WINDOW) SILL D (WINDOW) W HEAD/JAMB DETAIL DOOR DETAIL DOOR ( ) ' EXT. PORCH CLG DET. #1 (DOOR) (DOOR) HEAD DETAIL (WINDOW) JAMBIHEAD DETAIL S.G.D. SILL DETAIL (S.G.D.) ( ) JAMB DETAIL (GARAGE DOOR) 5TANDIN6 SEAM ROOFING OVER 50 FELT JOSEPH P. McCARTY.. - UNDERLAYMENT OVER Iq/32" EXT 6RADE GDX PLYWD. FASTEN MTL ROOF PER MANUFACT. i STANDING SEAM ROOFING OVER PEEL 4 STICK 12 � SYNTHETIC ROOFING UNDERLAYMENT OVER I1l32" EXT SPECIFICATIONS FOR I'10 MPH WIND PER ; ARCHITECT, Inc. 12 F.B.C.-R 201, 2TH EDITION 6RADE GDX PLYWD. FASTEN MTL ROOF.FER MANUFACT. (SEE ELEV. j SEE DIAPHRAGM SCHEDULE FO SPECIFICATIONS FOR LATEST CODE EDITION II ( R NIAILIN6 (SEE ELlcV 5) PATTERN `` OSCEOLA`STRT SEE DIAPHRAGM SCH EDULE HEDULE FOR NAILING PATTERN ''� 5TANDIN6 SEAM ROOFING OVER 30 FELT UND ERLAYMENT OVER (NOTE: PEEL AND STICK RO PRE EN6 HOOD ROOF TRU555 7q 2 EXT G fN0 OFING MAY BE USED IN LIEU !3 RARE GDX PLYWD: FASTEN MTL ROOF PER 1 „ a A S 5 _ G RLI LE SEAL TITE ®24 A G G MANU OF FELT PAPER A5 SECONDARY WATER BARRIER) / TYPICAL FACT. SPECIFICATIONS FOR I,0 MPH WIND PER ER) F.B.G. R 201,' 772. 87.6735 SPRAY FOAM INSULATION DYED 6 V SEE _ W/APPR AL .TRUSS 5TH EDITION- ( ELEV:S) PRE EN6. WOOD ROOF R 20 ,� ANCHORS EA. END SEE DIAPHRAGM 5G TRUSSES ®24 O/G TYPICAL ( SCHEDULE FOR NAILING PATTERN' W/APPROVED 6ALY.TRU55 SEE ELEV. STU SCAB DOWN _ �. t^• ANCHORS EA. END PRE EN6. WOOD ROOF TRU555 i SUPPLIED BY BLDR SEE ELEV._ ®24 OlG TYPICAL APPROVED 6 Yy/ ALV. TRU55 , ARESISTANT I/2 5 6 GL6. GA 5 '� ANCHORS EA RLI LE 51:AL TITE .END" SAW. xA: AL .MTL. DRIP BRO. APPLIED TO SAWN. MTL. DRIP PRAY FOAM INSULATION ' - ONJX2 P.T. - UNDERSIDE OF TRUSSES ... ... ON. IX2 P.T. ..R - i5— GONTIN.2x8 PRE PRIMED SEE ELEV. /J� F ' SPRUCE FASCIAGONTIN. 2XB .. L !(� k3 PREP 1 1 RIMED SPRUCE HARDI SOFFIT APPROVED TRUSS _ „ FASCIA z .. , Ib SAWN MT L. DRIP „ CONNECTORS SEE O.H. STUCCO OVER HI RIB F.B.P/2 SAC, RESISTANT .2x4 BLOGKIN6AT MID HEIGHT NT GL6. O H. ON IX2 P.T. 4 , BRACING PLAN . ... }y� P SAWN MTL LATHE SEGUY2RED , :. DRIP. APPLIED TO °& .. ,..�p GO TIN.2X8 . 6 TO TRUSSES N 2X4 WOOD STUDS - - 12 Y BOARD -- UNDERSIDE OF TRUSSES HARDI SIDING OVER TYVEK BLD6 / 6 PSUM BOA OVER 2x4 _ , ..: E5 PRE -PRIMED „ RIMED SPRUCE . r SEE FRAM N ` ®PLAN FOR a. .. O.C. O.G: 0 G G R VENT , ' WRAP OVER 15 b TYP. HOOD STUDS AT Ib / . W/R II MIN .. " ._, FELT PAPER OVER. FASCIA FIRE STOP . r..... ...,._ AL d LOCATIONS P E.. .. L ATIONS 4 �T � �� _.� BA INSULATION , � , �, i GDX _ TT IN LAT N WHERE REQUIRED , EXT. PLYWD SHEATHING �.m._.,. , .....,.. ... s._...,. . = STUCCO OVER HI RIB _ r HARDI PLANK NOTE : ATTACHMENT TO CBS NARDI PLANK 51DIN6 TO BE ATTACHED OVER TYVEK BUILDING WRAP OR 15# FELT OVER OVER GMU. s HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1-1/4" LAPS AT TOP OF PLANK, HARDIPWANK TO BE ATTACHED WITH ET4F FA5TENIN6 SYSTEMS INO. ET4F BLOCK NAIL. (ET41" NO. A5M-144-125, HEAD VIA. 30 SHANK DIA. = 0/4 LENGTH = 125" LONG), OR MAX 5Y5TEM13LOGK NAIL (OP-0852 W,-IGC, HEAD VIA. = 0.30", SHANK VIA. z 0.30", SHANK VIA. - 0.15", LENGTH 1.3") OR AEROSMITH BLOCK NAIL (5523 HP, HEAD VIA. = 0.3011, SHANK VIA. = 0.1444", LEN6TH - 1.25") PLACED IN THE OVER LAPPED AREA AT 8" O.G. VERTICALLY AND 12" O:G. HORIZONTALLY INTO BLOCK. METAL ROOF PANEL ATTACHMENT PROVIDE #10-12 x I" A -POINT PANCAKE HEAD WOOD CORROSION RESISTANT FASTENERS WITH 5EALIN6 WASHER. FASTENERS SHALL BE OF SUPFICIENT LENGTH TO PENETRATE THROUGH THE ROOF 5HEATHIN6 A MINIMUM of %6. FASTENERS SHALL BE PLACED IN ACCORDANCE WITH PRODUCT APPROVAL (NOA # II-OgI6.05) AND MANUFACTURES SPECIFICATIONS. ALL FASTENERS ARE TO BE LOCATED b" O.G. IN THE OVERLAP OF THE PANEL PARALLEL TO THE ROOF SLOPE. FOR PERIMETER AND CORNERS USE V BEAD OF SILKFLEX 201 SEALANT. ALUMINUM FRAME FASTEN Ix 4 MIN. P.T. BUCK SET IN (2) #10 S.M.S. TOP 4 BOTTOM ® EACH 51UD FINISHED GEILIN& - SEE TYP, MALL SECTION Ix4 SLOCKIN6 CABINET LOCATIONS. FASTEN EA. END TO O STUDS W/ (2) #10 LV 5.M.5, EA, END 2X4 5TUD5 ® 16" O/C 1/2" TYPE SYP511M WALLBOARD O APPLIED VERTICALLY 4 ATTACHED W/ I" LONG BUGLE HEAD 5CREW5 TO EACH 51DE ®72" O/G CONT. 25 &AWE METAL TRACKS TOP 4 BOTTOMWA?T. 2X4 BOT PL. CONG. FLOOR SLAB 1/4" 3-1/2" 7*APCON5 0 24" O.G. OR HILTI PINS .145" DIA x I" L6. ® 16" O/G W/ I" WA5HER5 TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE: 3/4" 1 I'-O' PD. &ALV MTL LATHE CONT. MASONRY BOND BEAM 5EGURRED TO TRUSSES O.H. SEE STRUCTURAL DW65 /SCHEDULES 2" WIDE SOFFIT VENTING PER VENT I CONT. METAL POUR STOP GALL. Kef;eNEEDED IN NON INSUL. AREAS 1/2, DRYWALL ' 5/8" STUCCO FINISH OVERB' GONG. BLOCK 1X2 P.T. FURRING ® 16" 0/G OVER THK R161D FOIL BACKED INSULATION SEE ENERGY OALG.'5 FOR R-VALUE II APPLIED WOOD BASE u x e FIN. FLOOR TO BE IB" MIN. II ABOVE GROWN OF ROAD MIN. STUCCO STOP TYR MONO. CONIC. FOO T1N6 I SEE FOUNDATIO PLAN Ob" T.IX SLAB I FOR NOTES 4 D TAILS MAIN SLAB al � V a ll 1—II o z I I I-1 I u): I I I-1 I I °lam I I -III- _ o 006 MIL VISQUEEN =1 I ITilll i� I i I-1 I I ITT-1 I I 1111 0® r N =_, ILI LLrTiI�llil l lll- L w ¢ � Lu B-B TYPICAL WALL SECTION N m A-4 SCALE: 3/4" = I'-O" Y BUfiLC�ER... 41 N IIiY��}��n41 y fQIV % IJ- 3� �, LEE FOOTING SCHEDULE DETAIL MARK 51ZE (WxD) REINPORCIN5 DESCRIPTION NO. EXTERIOR MONOLITHIC P-1 I6 xlb'xOONT. W2 #5 CONT. ONE STORY L EXTERIOR MONOLITHIC P--2 16'54b xCONT. W2 #5 CONT. AT SHOWER REG/6ARA5E g INTERIOR MONOLITHIC F-3 I6"xonxGONT W/2 #5 GONT. AT DROP 31 PAD AT EXTERIOR P-4 5L0" x 3'-O" x 12" W4 #5 E.W. BTM MONOLITHIC 7 PAD AT EXTERIOR F-5 3'-O" x 5'-8"x 12" W #5 0 12" D.G. EW. BTM. MONOLITHIC 7 EXTERIOR MONOLITHIC F-6 16"x18"xGONT. W,5 0 CONT - I TOP $ 2 BTM ONE STORY 43B THICKENED EDGE TE-1 Ion x DROP x CONT. WI#5 GONT. AT DROP 34 THICKENED EDGE 7E-2 b x 8 x GONT. WA0 CONT. AT ED6E 35 ' — ( DUPLEX LOCATION Y L L.L. p_ COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 6x8 GONG: ELK. WI PU.LY GROUTED CELL W 43 VERT. EA. CELL C-1 BLOCK ® 6'-0" O/G MAX. OR A5 LOCATED ON PLANS exlb G-2 BLOCK GONG. BLOCK W2 FULLY GROUTED CELLS WI-95 VERT. EA. CELL 6x12 , RINKER T3241 OR EQUAL C-3 BLOCK GONG."O° BLK. FULLY GROUTED W245 VERT..' 45 ° /RRE&ULAR RINKER T9g0 OR EQUAL C 4 BLOCK FULLY GROUTED W4 #5 VERT E4. CELL. IQ ng FLOOR SLAB TO BE 4" THICK POURED CONCRETE LLJ Lu C) z SLAB WITH FIBERMESH ON 6 MIL VISOUEEN (OR I C/' Z Q EQUAL) VAPOR BARRIER ON GLEAN WELL GOMPAGTED (TO 415%) GLEAN 5AND FILL. _ p O Q ' O ® O C) V O N (D U.J ¢ LLl _ U) _ — Q% Q 0 o O O O M�oLu > CAE U) LJL Y m 20'- s U, LITER iNFfSF,Z ;�Al"[ON. ;. � n�I�ti INT. BEARING WALL 1 I SEE FRAMING PLAN MATCHING DOWEL5 FOR COLUMNS 46 BAR PIA MIN. W.STD. HOOKS (V #5 CONE. P I I a tV e •. a. @ a � CONT. REBAR SEE SGHED. OEXT, Eq. Eq FOOTING 5GHED. 54HEDULE 31 CONT. MONOLITHIC INT. CONT. MONOLITHIC MATCHING DOWELS FOR GOLUMN5 46 BAR VIA. MIN.'W51D. HOOKS I a 145 GONT — 3°MIN. COVER 10" ► . 34 THICKENED EDGE #1 La-9 �•. a-^. i n 150,Hr:tVj)..OMIT FOOTING ROAR MESH SEE FOOTING 5CHE0. B cCLR ' 8° CENTER BAR WHEN ONLY (2) REOD. EXT. CONT. MONOLITHIC 35 THICKENED EDGE#2 MASONRY COLUMN MATCHING INT. BEARING d . DOWELS FOR j MASONRY WALL MATCHING DOWELS COLUMNS - 46 II'� 46 BAR VIA. MIN. BAR DIA. MIN. &RAVE W6W. HOOKS I W 5TO. HOOKS .I Imam .. a1+ p A ... PAD REBAR L _ EQ: EQ. SEE FOOTING5CHEDDLE .... SEE HED. EDGE BAR5 ALWAY5 REMAIN. SPACE OTHERS EO. ' PAP REBAR SEE EO. EQUi1LLY FOOTING SGHED. ) ISOLATED PAD 5GH 43B DOLE IN . MONOLITHIC PAD 4 ENER&Y GALG5 FOR ADD (2)Ibd NAILS IF NEXT TO, 2X P.T. FASTEN TO COLUMN W I/4" 4 R-V UE TRUSSLl� TYPE AL DIA. TAPGONS ®12 O!G VERT. " 5TA66ERED 4 b MAX. FROM ENDS DEL 2X4 WOOD TOP PLATE -; :. ... SEE ELEVATIONS .. (2) 5IMP50N MT5 Ib TWIST F Sim SON MT5 Ib W/(4) I IOd NAILS.® STRAP FA5TEN) VV 14 IOd x s EA VERT. GO STUD CORNER I-I/2 NAILS. . s' AD (6JINAILS BLOCK OR MASONRY ED ' (3) X4"PqOOD STUDS MAILED COLUMN SEE PLAN O O T06ETHER W/(I d) ®8 .G . " I" BOTH WAYS 5TA66ERED !' 2X P.T. FASTEN TO COLUMN W/ 1/4" SIMPSON SP4 W/ (10)I0dx 1-1/2" VIA. TAPGONS 012 O/G YERT. NAILS EACH STUD 5TA66ERED 4 6 MAX. FROM 2X4 P.T. WOOD 50T. PLATE ENDS � /a A.B. EACH 51DE W/ 8-I/2 I % CUPOLA CU r OL/ � U E I A) L DETAIL FASTEN TO END STUD W/ Ibd NAILS AT MIN. EMBED - \57/ N.T.S. (M J 12 O/G VERT. 4 b AX FROM ENDS .' GONG.SLAB EN6. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTION FOR ACTUAL HEEL ��+; AND OVERHANG CONDITIONS'` UPLIFT=1145 k' JJ P. t USP RTIbM HURRICANE GLIP,W/ (4) i/4" x I- (P TAPGONS INTO U5P MTW20 TWIST STRAP BEAM AND (91) IOd x 1-1/2" W/ (4)1/4" x I-q" 4+ TAFOON5 NAILS INTO TRUSS INTO 5EAM AND (11) > AAa t nnr oQinno vieTn Ri vn FRONT PORCH ATTIC VENT CALCULATIONS GEILIN6 AREA - RATIO TOTAL NETFREE.. VENTILATIN6 AREA 224.0 S.F. 11150 11.4q 5Q, FT. OR USE 9.0' MIN OF 2" WIDE SOFFIT VE-M& OR USE 5.96' MIN OF 5" WIDE SOFFIT VENTING REAR PORCH ATTIC VENT CALCULATIONS GEILIN6 AREA RATIO TOTAL NET FREE VENTILATIN6 AREA 274..0 S.F. 1/7!;0, 11.66 W. FT. OR USE 11.16' MIN OF 2" WIDE SOFFIT VENTING OR USE 7.44' MIN OF 5" WIDE SOFFIT VENTIN6 GARAGE ATTIC VENT CALCULATIONS GEILIN6 AREA RATIO TOTAL NET FREE VENTILATING AREA 414.0 5.F. IA50 12.76 W. FT. OR USE 1656' MIN OF 2" WIDE WMT VENTING OR U5E"11.04' MIN OF 5"WIDE SOFFIT VENTIN6 scale w w w jobno. P-14-002q . CJ1 Cil p4'CHITlrGT OF P CO td CJ3 JOSEPH P. McCF date WINDOW 50HEDULE M�G TYp1= STYLE 51ZE M.O. D.P. NOTES N N W H + - I 5H26 51N6LE HUNG 3'-1" b'-4" 15" 16" 31.6 41.1 Brittan 2 ' 51­12b 51N6LE HUNG 5'-111 61-4" 15" 16" 51.6 41.1 Brittany 3 5H24 51NGLE HUNG V-I" 4'-5" 36" 51" 56.0 41.5 Brittany 4 51­125 51N6LE HUNG 3'-1" " 5'-5 36" 63" 51:6 41.1 E ress 5 17.6. ' PICTURE 4'-0" 2'-b" 50" 30" 56.0 41.5 T.G. Obs. 6 SH25 51NOLE HUNG 3'-1" ' 5'-3" 36" 63" 31b 41.1 Ecirass 1 5H25 51NOLE HUNG 5'-I" 5'-3" B6" 631' 5?.6 41.1 8 5HH56' 51N&LE HUNG 2'-2 1/2" 6'4" 21" 16" 31.1 41.2 q 51­11­136 SINGLE HUNG 2'-2 1/2" 164' 21" 16" 1 51.1 41.2 IO' 5H25 51N6LE HUNG 3'-1" 5'-3" 15" 65" 31.6 41.1 11 5H25 51NOLE HUNG 5'-I" 5'-3" 15" 63" 31h 41.1 12 5H35 51NOLE HUNG' 4'-5" 5'-3" 54" 63" 51.6 41.0" 13 SH35 51NGLE HUN6 4'-5- V-3" 54" 63" 31.6 41.0 E ress` 14 5HH55 SINGLE HUNG 2'-2 1/2'1 5'-3" 21" 63" 38.0- 41.5 15 ': 51­11­135 51N6LE HUNG` 2'-2 1/2" 5'-5" 21" 63"1 58.0 41.3 16 5HH36 51NGLE HUNG 2'-2 1/211 6'-4" 21" 1b" I 51.q 41.2 T.6. Obs. 11 F.6. PICTURE 2141 2'-6" 26.511 51.5" 1 56.2 40.4 T.6.Obs. IS F.6. PICTURE 2'-1" 2'-6" 26.3" 31.5" 362 46A T.G.Obs. 11 F.G. PICTURE 2'-111 2'-6" 26.5" 51.5" 543.2 40A T.6.Obs. 20 F.6:` PICTURE 2'-1" 2'-b" 2b.5" 31.5" 36.2 40A T.6.Obs. 21 F.6. PICTURE 5HOWER 3'-0" 514" T.6. DOOR 50H DULE M STYLE DOOR M.O. D.P. NOTES ND HOT W H + _ 001 DOUBLE EXTERIOR 6'-0" 6'-0" IP'l 63" 38.0 41.6 Main egress do not shutter 1-11tes 002 OVERHEAD 16'-0" 1'-O" 'I6'-0" 64" 36.0 461 005 - 51N6LE EXTERIOR 2'-6" V-0" ; 31", 65" 40.2 45b Ext Hite 004 5LIDINS TRIPLE EXTERIOR 12'-011 V-0" 144" 16" 56.1 51.1 5.6.D. 005 '51N6LE EXTERIOR 2'-6" '6-6" 5511 83" 40.2 45.& 2 Pnl 006 51NOLE 21-6" 6'-0" _ _ _ 001 POCKET 2'-6" a'•-0" 005 51NOLE 2'-8" 6'-0" - - - OOq BIFOLD 2'-6" 6'-6" 010 POCKET 214" 6'-6" Oil SINGLE 3'-0" `'51-0" - - - Frosted t.6. Int. Fr dr H/grapas 012. 51NOLE 2'-&" V-01,- 015 BIFOLD 217611 • 61-Vi 014 SINGLE 2'-6" 6'-6" - - Int solid Core k4kloser 015 SINGLE 2'-6" V-oil 016 INT-51PA55 6'c0" 6'-6" - - - Oil 51N6LE 2'-VI 6'-0" - - - 016 BIFOLD 2'-0" 6'-6" - - - Olq 51N6LE 2'-6" 8'-O" - - - 020 INT-BIFA55 6'-O" 6'-6" - - - 021 DOUBLE 5'-0" ` 5'-0" - - - 1-Lite 022 BIFOLD i i i I f I` I BEAM SCHEDULE RE/NFORGIN6 #3 HOOPS TOP MID BTM MARK 512E OR STIRRUPS REMARKS TYPICAL MAWNRY BOND BEAM CONT. UNLE55 NOTED OTHERWISE - BB-1 6x16 103 - NOW REOD. (2) COUR5E5 FILLED NOT USED OASTCREM H16H 5TRENOTH LINTEL L-1 6x6 - 1#5 - NONE REd FILLEO LINTEL CA5TCRETE H16H STREN6TN LINTEL - L 2 6x13 1�15 Is<5 NONE REt�...' ALL COURSES FILLED CA57'CRETE H16H STRENGTH LINTEL L-3 6x16 105 1#5 NONE RED (2) COURSES FILLED OASTCRETE H16H 5TRB4671H LINTEL L-4 6x16 105 - 1#5 NONE READ. ALL COURSES FILLED - CA5TCRETE H16H STRENGTH LINTEL L-5 bx32 105 - 1#5 NONE RECdD. (4) COURSES FILLED CA57CREM H16H STRENGTH LINTEL. L-6 6x45 1#5 111115 NONE REOD. ALL COURSES FILLED CA5TCRETE H16H 5TRENOTH LINTEL. L 7 6x45 fill AS NONE READ. (6) COURSES FILLED CA5TCRETE RON 5TREN57TH LINTEL L-6 Bx2R 145 - 1#5 NONE REOD. ALL COURSES FILLED U_u LILT_ 'III I!?1 � � � r 445 NW PRIMA VISTA BLVD. PORT ST LUCIE, FLORIDA 34983 L 29 L 310 6 29 6 2� Q I (772) 340-7223 BEAM HEIGHT LEGEND TOP OF BEAM = 12'-0A.F.F. TOP OF HAM = 10'-0A.F.F. F�3 TOP OF BEAM =:1'-4 AF.F. 0 TOP OF BEAM = iV O' A F.F:.,- I 21-4 5q -ID ;.. CJ5 CJ j JO MGT SIMPSON �HGT2 SIMPSO EO -HGT2 SIMPSON E: — — — Ol 01 CA *Cil I. m — — — — ER S� u V05 I l VO4 EJ ' t m -. m - EJ � N EJ] c0 mEJEJ I Im IE 25-0" EJ p e II 1,2 EJ z II II I W EJ [� EJ5 � EJ EJ5 EJ EJ5. g o V EJ5 r .. r EJ PRE ENG N E W TRLSSES ' - EJ5.. @ /C. YPI I.I .. CJ ;.. .: : .,p.,... '40., .... ,.- '. -.EJ5- Ix - •::,.- - EJ5 :..._ b 'y✓, L m BLj1L. L. EJ5, I I - IM � - _\V02i EJ5 Vol y ( M� N I 1100 EJMGT SIMPSON EJ5 - - ,, :. ... ,.. Ot j hJ27 Y�j21 K02 II II II )� G O O O O r ;" c✓4 m I I DO bW W W w w w G04 V08 — — — — — DO s cJ1 ILLw — cJ1b - W � ti 12 I I 4' POF a: = 6-0" — — — I I DO " r a DO a --- --- -_-Y � D0 `�♦ `� j O I I 1- I I 1 DO - - - - - - > I Oj i 1 I J1 ., - �. NOTE: $EE DIAPHRAGM 5GHEDULEFOR ROOF ZONE NAILING 1--- - -� II ,_ REQUIREMENT5. ROOF ZONE DIAGRAM SIMPSON: dra 1 e"A.B. TO BEAMAND (22)?0d O I i �i a" I Pb I DIAPHRAGM SCHEDULE DIAPHRAGM NAILING ZONE: / - ZONE 2 ZONE 3 Pl+NEL FRAt-W DIAPHRAGM BOUNORIE5 EDGET IN7ER EDGE INTER EDGE ENTER. LOCATION PANEL 6RADE THICKNE55 5PA010 REMARKS ROOF APA RATED SHEATHING EXPOSURE I, OR EQUAL 24" ®dG 8d 8d 8d 8d 8d 8d SPAN RATING 40/20 19/32" MAvi4 b" O/G 6" O/G b" D/G b° O/G b" O/G 4" o/G 4" O/G NAIL CORNER 5TUD5 APA RATED SHEATHING - !6" IOd 10d IOd AT 4 D/G MAX TYPICAL EXT. WALL- EXP05URE 1, OR EQUAL SPAN RATING 40 O W32" dpo m" 4" O/G 4° O/G b" O/G BLOCK PRO WC TO TRUSS �I NAILS , ALL STRAPS SHALL BE SIMPSON HETA 20 u 200 AMP ELEC. PANEL "A" 10,000 AIC RATED CIRC. DESCRIPTION POLE BKR WIRE KVA. 10o% I00% KVA. WIRE BKR POLE I DESCRIPTION GIRO. I AHU HEAT PUMP ><I _ 2- 60 _ 6 0 ' 10.0 0 _ _ O._ 6 40 2 COMPRESSOR #I 2 4 5 RANGE "- _ ----------- _: 2- --" 50. -- _ 6_ --- 12.0 ------ O 0 ------ -5.0 10 --- 50 -- 2 --- DRYER -: - ------------- 6 T --- b q MICROWAVE __1- 20 12 1.2 O O L5 12_ 20 1 HASHER ___ 10 91 REPRIOERATOR _ - I - 20 ^ 12 12_ _ O _ 0 4.5 10 --- 25- -_ . 2 HATER HEATER _ _ _ 12 Ig . _GENERAL LIGHTIN6 _ I _ IS -.14 053 0 - 14 ' 15 GENERAL. LIOHTIN6 -, 1- -15 ' _ 14 0.53 O 0 ,1.0 -12 20 : _ I - 6ARBA6E.DISPOSAL _ 16 17 GENERAL LIOHTIN6 I 15 ': 14 0.55 0- 0 1.2 12 20 1 DISHWASHER ------------ 18 `1Q 6ENERAL LI6HTIN6 I` '15 : 14 OS3 0 -O - 0.5 _I2 - 20` -.-1- BATH GPI RECEPT. - 20 2I.. GENERAL-L16HTIN6 -_I_ 15 " 14 0.55 O 0 _ 0.4 _12 _ 20 , I - O.H. DOOR OPENER ' 22 25 GENERAL LI6HTIN6 -_i._ 15 . 14 055 0 O. --1.5_ 12 _ 20 _ 1 _ SMALL APPLIANCE . - - 24 _25- GENERAL LI6HT1N6 _ -_I _ 15 . - .:14 0.53 O O I.5 -12 1 20 I SMALL APPLIAN6E _ 26 2-1 - 6ENERAL LIGHTING T _I - 15 14 0.53 - - O O 0.53 _14 _ 15 I GENERAL LI6HTIN6 - 28 24 GENERAL LI6HTIN6 -_I._ 15 14.' 0.53 _ O -O. - OS3 _14_ 15 I 6ENERAL WSHTIN6 50 31 GENERAL LI&HTIN6 '.I` '.15 14 0.53 O _ ___ SPARE - 32 55 GENERAL LISHTIN6 1 115 14 0.55 O SPARE 54 g5 SPARE 5PARE 56 57 SPARE - --- 5PARE - 38 39 : SPARE --- SPACE - ---- 40 41 SPACE - '..---I SPACE ------- .42... SUB TOTAL 20.23 IOA O 15.16 SUB TOTAL TOTAL (NO A/C) 38.541 15t 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.55 A10 LOAD AT 65% =' 6.50 T - Lcl.vv x 1000 / 240 = 116.04 AMP5 THIS PANEL WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LAST 1 BUILDER: PAIL RES: R60RIG6LZ MODEL: KEY L!',R130 ADDRESS: ;'2351 S BROCKSMITH RD' LOT/BLOCK.- CITY: PORT SAINT'': LUCIE COUNTY ST LUCIE'' CO DRAWN BY: JL JOB #' 2136913 DATE: 10/25/19 SCALE: NTS / C14n kv X I � m: , .- D02 _ uo�; / / / / / / i ' REVIS IONS: D FRAME o CO N 2. 002. ' 1 ` 1 I 113 7I MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT WIND ASCE7-10 4. CJ1 N D03 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All r� WIND LOAD 170 MPH Dimensions And Conditions Prior To „ ..' sr1 ig^#Wf._ 20 2tU W w W W W W W W W b ..?, _a t TRUSSES HAVE BEEN DESIGNED FOR 10.0 PSF Approval Of Plan. ,,, �„' , t � �, . E ° BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALLn � NOTES AND DIMENSIONS HAVE 2,.. , ',I '5H 9, 4,I 2 5 10, 4H 2I 9„ 21I 4,I ROOF LOADING FLOOR LOADING BEEN ACCEPTED. ,I 1 1 " 1 ,I 12' 5" 14 2 2 1 9 10 TOLL: 20 PSF TOLL: PSF 1319,1 TCDL: 15 PSF TCDL: PSF r 701 S. KINGS HIGHWAY � FORT PIECE, FL 34945 BCDL: 10 PSF BCDL: PSF Be — ---Date_ Ph. (772) - 461 5475 59' 10 I TOTAL: 45 PSF DURATION: 1.25 DURATION':PSF I I r