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HomeMy WebLinkAboutBuilding PlansABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O,C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9 CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND, CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER "PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIA. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG D.S. DRAWING DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQU REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD wWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRYTUB Aw I11 a T) TM Companies 90 IT'latawan• . 11 Matawan, NJ 07747 i 00 FT. PIERCE, FL 34951 � 0 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION 2L TERMITICIDEANSECTICIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." R LlEASE HISTORY 1/2/20 ADD INFO FROM TABLE R301.2(1), ADD TERMITE TREATMENT INFO, ADD BUILDING VOLUME, ADD NOTES TO CS2, REVISE KITCHENETTE TO WET BAR, UPDATE DIMS TO CENTER OF OPENINGS, STD. FRIDGE, ADD OVERHANG SEPARATION, REVISE ROOF VENT CALCS, ADD INSULATION VALUES, ADD PENT ROOF DETAIL, ADD GFI AT METER AREA CALK, ELEVATION "B" 1 ST FLR/TOTAL A/C 1917 SQ. FT. TOTAL VOLUME 16,614 CU. FT. ENTRY 84 SQ. FT. GARAGE 380 SQ. FT. TOTAL UR 2381 SQ. FT. J 1w BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY:R3 BUILDING TYPE: VB S Q FLOOD ZONE: k TERMITE PROBABILITY: VERY HEAVY AWING INDEX CS.1 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A-1.1 FIRST FLOOR PLAN A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS E-1.1 FIRST FLOOR ELECTRICAL PLAN P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCCE%� . FILE COPY z z w z z 0 U z w 0 z x C7 n. 0 co F- w ui w w w y z z z O x 04 01 GENERAL CONSTRUCTION NOTES: EGRESS: TREADS AND RISERS: DRAFTSTOPPING: CHIMNEY HEIGHT REQUIREMENTS: MINIMUM SIZE. THE MAXIMUM RISER HEIGHT SHALL BE, 7.75" AND THE MINIMUM IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED EMERGENCY ESCAPE AND RESCUE OPENINGS SHAL HAVE A TREAD DEPTH SHALL BE 10". THE TREAD I DEPTH SHALL BE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET i MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. EXCEPTION: RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DVIDE THE TUB AND SHOWER AREAS: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MIN MUM NET WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10 , AND THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS: 1. CEMENT; FIBER -CEMENT OR GLASS MAT GYPSUM BOARD O CLEAR OPENING OF 5 SQ FT. MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING ABOVE AND A CEILING MEMBRANE BELOW DRAFTSTOPPING C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MAXIMUM HEIGHT FROM FLOOR: SHALLNOT BE REQUIRED WHERE THE TREAD DEPTH IS I I ": SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE MANUFACTURER RECOMMENDATIONS SHALL BE USED AS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALI FOLLOWING CIRCUMSTANCES: BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL BOTTOM OF THE CLEAR OPENING NOT GREATER TH,N 4INCHES HANDRAILS: 1. CEILING IS SUSPENDED. PANELS IN SHOWER AREAS. MEASURED FROM THE FLOOR. HANDRAILS' SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH MECHANICAL AND HVAC: CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-T'YP OPEN -WEB 1. ENERGY CALCULATIONS FOR HEATING AND COOLING 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGSCAPACITIES SHALL B E HANDRAIL HEIGHT: PERFORATED MEMBERS'. SHALL BE FURNISHED BY T E HE GENERAL IONAL FROM THE INSIDE OF M WITHOUT OPEOEKEYS THE USE HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR 1. MATERIALS: CONTRACTOR AS AN ATTACHMENT TO THIS PLAN. SET AT THE OR TOOLS. BARS, GRILLES, GRATES SIMILAR PERMI DEVICES FINISH SURFACE OF RAMP SLOPE SHALLBE UNIFORM, NOT LESS DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" TIME OF APPLICATION FOR PERMIT, ARE PERMITTED O BE L PLACED OVER�EMERG NCY AND THAN 34" AND NOT MORE THAN 38". GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING APPROVED MATERIALS ADEQUATELY SUPPORTED . INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT SIZE COMPLIES WITH SECTION 1030.4 AND SUCHDEVICES SHALL HANDRAIL GRASPABILITY: DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE REMOVING MOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, BE RELEASABLE OR REMOVABLE FROM THE INSIDE INSIDE WITHOUT THE HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN THE BUILDING OFFICIAL. APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REQUIRED FOR NORMAL OPERATION OF THE ESC RESCUE 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE SEPARATION FROM GARAGE: REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES 762 ( OPENING. HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER PER SECTION R302.5, R302.6, OPENING PROTECTION mm DEEP AND 30 INCHES 762 mm WIDE SHALL BE PROVIDED IN DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A A GARAGE DIRECTLY CTINTO A ROOM FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. FALL PROTECTION: MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL SHALL NOT1. BE PRMIM TTTED. OPENINGS BETWEENVATE HE GARAGE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR WHERE THE OPENING OF THE SILL PORTION OF AN PERABLE HAVE A MINIMUM RADIUS OF 0.01 V. AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL WINDOW IS LOCATED MORE THAN 72 INCHES 1829 ( )ABOVE CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR THE FINISHED GRADE OR OTHER SURFACE BELOW, HE LOWEST HANDRAIL CONTINUITY: OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO PART OF THE CLEAR OPENING H THE WINDOW SHA L BE AT A HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS , SELF CLOSER. 2THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND THE GARAGE. HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE FLOOR HE FINISHED IS WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER . ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SURFACE OF THE ROOM IN WHICH THE WINDW OBSTRUCTIONS. TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMSABOVE SYSTEMS SHALL BE RAISED LEAST INCHES (76 mm) ABOVE LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 BY OT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH EXCEPTIONS: EQUIVALENT. MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO CEILING CONSTRUCTION: 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. 2. WITHIN A DWELLING UNIT; THE USE OF A VOLUTE; TURNOUT ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH' OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN HAZARDOUS LOCATIONS: 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A CONSIDERED OBSTRUCTIONS TO GRASPABILITY; PROVIDED GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A M1411.3. HAZARDOUS LOCATION. THAT FOLLOWING CONDITIONS ARE MET: FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE EXHAUST FANS AND VENTING: 3.1. THEY DOO NOT PROJECT HDRIZ BEYOND THE SIDES OF THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY EXCEPTIONS: HANDRAIL WITHIN 1 %2" OF THE BOTTOM OF THE HANDRAIL INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE 1. DECORATIVE GLAZING AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL EXTERIOR FINISHI OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 2. WHEN THERE IS AN INTERVENING WALL OR OTHER HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL I. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK SOFFIT, RIDGE VENT OR CRAWL SPACE. PERMANENT BARRIER BETWEEN THE DOOR AND THE CLEARANCE DIMENSION OF 1 %2" CAN BE REDUCED BY 1/8". TEXTURED PER COMMUNITY STANDARDS. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL GLAZING. 3. GLAZING IN�ALLS ON THE LATCH SIDE AND 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01". 2. CEMENT PLAgTRR FINISH OVER WOOD SUBSTRATE SHALL BE 7/8 NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE E X��AUSTED OF POSITIO ICULAR TO THE PLANE OF THE DOOR IN A CLOSED 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM B AND TOILET ROOMS TIC, POSITION. HANDRAIL LENGTH. BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER CRAWL 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR EDITION (2017) RESIDENTIAL; R703 AND ASTM C926. TEXTURE PER AREAS INSIDE THE BUILDING. ' STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL A WALL OR OTHER COMMUNITY 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER APPLICATION SHALL COMPLY WITH SECTION R308.OF SURFACE SHALLBE A MINIMUM OF 1.5". HANDRAIL AND A WALL FLASHING 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF EXHAUST DUCT SHALL NOT EXCEED 25 FEET. THE DRYER LOCATION' 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE INTERSECTIONS; DECK AND WALL INTERSECTIONS, AT GUTTERS, TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF DOORS. OF ANY SHARP OR ABRASIVE ELEMENTS. AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 ROOF OPENINGS. DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE. TRANSITION DUCT. EXCEPTION -WHERE A ALL OF THE FOLLOWING CONDITIONS: PLATFORMS, STAIRWAYS; RAMPS AND LANDINGS THAT ARE SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER SQUARE FEET. THAN 9 LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO MEMBRANES USED AS FLASHING SHALL COMPLY WITH 711. DUCT, INCLUDING ANY TRANSITION DUCT; SHALL BE 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE TF1E FLOOR. THE EDGE OF THE OPEN SIDE. INSECT. SCREENING SHALL NOT BE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR. PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN 3. TOP EDGE GREATER THAN 36 INCHES ABOVE T 4. ONE OR MORE WALKING SURFACES WITHIN 36 FLOOR. INCHES{914 CONSIDERED AS A GUARD. WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A ILE COF CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READIL� MM HORIZONTALLY OF THE GLAZING. OPENING LIMITATIONS: SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A REQUIRED GUARDS SHALL NOT 14AVE'OPENINGS FROM THE 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOQROPENINGS SHALL EXTEND TO THE PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO 3. GLAZING AND WET SURFACES: WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH EXTERIOR FINISH OR TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING ALLOW THE PASSAGE OF A 4" SPHERE. WATER -RESISTIVE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. TIV BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE GLAZING IS LESS THAN 60 INCHES VERTICALLY OTTOM EDGE OF THE FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE WITH A REMOTELY LOCATED BOOSTER FAN." REVIEWED FOR MEASURED WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS ABOVE ANY LOCATION. THIS SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE 4. PROVIDELOUVERDEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH CODE COMPLIAN( SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE FOLLOWING: THE FENESTRATION MANUFACTURER'S INSTALLA TION AND AMCA STANDARD 550 IN FBC. ST. LUCIE COUNT` EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 m), MEASURED WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE . FLOOR OR GRADE BELOW. FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF �OCiC HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A ADDRESSED IN THE FENESTRATION MANUFACTURER0S PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER O BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE FIRE PROTECTION: INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL MANUFACTUREROS INSTRUCTIONS. WHERE FLASHING AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO AND HORIZONTAL CONCEALED DRAFT OPENINGS. INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY ASPHALT SHINGLES (IF APPLICABLE) : DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE WHERE THE GLAZING 1S LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" I: WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE ANY CONSTRUCTION CORRECTION /REVISIONS. ANY REVISIONS OR HAZARDOUS LOCATION. SECTION R905.2.6 AND R905.2.6.1. BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED R309.1 FLOOR SURFACE: R506.2.3 VAPOR RETARDER: AT THE HEAD AND SIDES. SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH . IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BEHELD MATERIAL. JOINTS LAPPED NOT LESS THAN 6INCHES (152 MM) SHALL BE REGISTERED DESIGN PROFESSIONAL. RESPONSIBLE. BETWEEN FLOOR CONCRETE SLAB AND THE BASE PLACETHE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILESCOURSE OR OTHER OR THE PREPARED BGRADE WHERE NO BASE • IN ACCORDANCE WITH FMA/AAMA 10Q FMA/AAMA 200.1 FMA/WDMA FOUNDATION INSPECTION NOTES: VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS COURSE EXISTS. 250, OR FMAIAAMA/WDMA 300 A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. WINDOW INSTALLATION: I ITHE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S EXCEPTIONS 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED WITH THE MANUFACTURERS WRITTEN INSTALLATION STRING STRETCHED FROM MARKER TO MARKER TO VERIFY ACCESSORY STRUCTURES. INSTRUCTIONS.' WRITTEN INSTALLATION INSTRUCTIONS SHALL BE REQUIRED SETBACKS. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FRAMING INSPECTION NOTES: LESS THAN 70 SQUARE FEET (6.5 MZ)AND CARPORTS. FLOOD ZONE REQUIREMENTS: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE LIKELY TORE ENCLOSED AND HEATED AT A LATER DATE. FLOOR ELEVATION, REQUESTING THE FRAMING INSPECTION (FBC 110.6) 4 WHERE APPROVEDBY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CO S. EC IV +�. rPermittin JAN 8 ) 2g y_ r. � Dear3Elliaeiit t p� Luciel.O I! I1,. z w U z 0 z w I 3 0 x f- U w z z w w C6 0 z a g a w w x F- z 'i 2 A5.1 CONC. STOOP 35'-0" x _ 7 7 I 35 SH 17 2 -- - 6,_ �� 3'-9" - - (7 "� - - - 54"X63' EGRESS 6068 SGD EMP 35 SH { _7 -- I 13'-2 5'_42' 15.12" 10, OWNER'S -co OS ; _ GREAT dN' SUITE_ o WIC 1 co ROOM 06 8'-8" CLG. S'-8" 8'-8" CLG. CLG.; Y k R&S Ol j Lo �8 -T N 5' 14" 0 N N M � r 1 r 3, 8, 0„- 8,, BRK 11'-1O" ?� > o W, co > 3 `IN rIN - DINING i' a O �? cp - - - REF "' in ii) RE . �li AREA 3,,3.E 4,_9,, a o 8'-8" CLG. �_ ; Llf� R ip i�- 0 I r CD � I _ LJI Os _ c n� ao ,P O BATH ^ 8v L u=i ; r 8' 2" N! rr CLG. C9 o P Y 8,_0P 2 2P 4'-2" 3'-72" m PC io KITCHEN io 8'-B" CLG. - * N BEDROOM 2 2' 121 3'-8 1---- ---_-- 11' 82" 5'-3 5 - - -- -- Lo « 8'-8" CLG. _ ,r 1 -- - o _ SIN 4"x60" jll B COMM A r In M. i is ' \ to SPI"c S PH M � 1 v 92" 2. 2' 0 T-112 5'-32" T. '-01' 6-321" AS.t RK BRI HALL EX STE �N ` Y TH -- --- � PLUS co Lo - _ HALL d� e N o > BATH _ io ) - -- - r $ XFERG ME AL''RAG �60 LG. \J g C'8b 8'-8 CLG ---R&S GRILL LOCATION CL iu R _AP__ r AHU ON 2X6 6g FOYER oLo 3-2" - I STAND WALL =IN 2� tp - OSB TO C 7Bs ADD 7/16" EUS METAL THRESHOLD X STE PL rIN WEATHER STRIPPING BEDROOM 3 MECH. cL. SIN BEDROOM CEILING FOR -,' -, 8'-8" CLG. T 8'-8'_CLG. FIRE DRAFT M 1 ; SPA " 1 r Lr 6 62 STOP 3 -112 3 22 I 10-02 1 72 1 2'-7' w 3�_72"' 8' 8" CLG. r---- J� R HER BOX +- LAUNDRY r ER VENT ¢ M I M it 3068 SOLID = SIN ;DRYER i 00 = y l PANEL DOOR T SPACE �I U3 U) _ w coX ^fk, L--__2X6 NI N w IF N "' 10'-2" 7 -2 WALL 4, 4" f 3' 52" 3' 102" M "' u- o _ O o M NTRYrn M O W/D-SPACE 8,_8P u_ r r WH -' 2868 SC W/ = EX STE t r---- , 0 CLG w a SELFCLOSERAND '-I" PLUS ; LNDY.; v� �� TURE 2'-� METAL THRESHOLD TWIC 1 CL. i c, XFER RESMOIISTANT v' P 'WEATHER STRIPPING 1/2" WALL � BOARD ON cn 12X6 GRILL 9 /p DRYWALL CLG. GARAGE SIDE i R&S WALL -J BOLLARD PER PROVIDE K METAL THRESHOLD` COMM. SPECS. 22" X 54" INSULATION 000 _ WEATHER STRIPPING ATTIC ACCESS AS REQ'D C FLAT SOFFIT -_ LOCATE MICRO. WET BAR M N IN UPPER CABS. o " N N LINE OF 2" 71 -11 3 7 CONC.CURB 17'-6" 11 '_ , 6 T. Fes----------------------=----------------�I (V Ch N EX STE PLUS r LOCATION VARIES i LIVING ROOM 8'-8" CLG. PER MAIN WATER j SERVICE 2 CAR GARAGE CONNECTION 8'-8" CLG. I 35 3H — — 16070 GARAGE DOOR cV 16' 0" 4"I $' 10" 5-10" —3' 8" , " L 18'-8P - 11's,. 4'-8,, FIRST FLOOR PLAN 35'-0" -- ----- ---- SCALE:. 1/4"=1'-O" I� LEGEND SYMBOLS n BUILDING/WALL SECTION MARKER sM OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL W/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED Lia 2, O.C. FOR COUNTERTOP OVERHANGS GREATER THAN 10". T-2" MAX. TOP PLATE 2x6 STUD WALL 1/2" GYP. \ SEE PLANS FOR BD. WALLLAYOUT [BASE CABINET AS '- PER SHOP. DWG. N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR. BUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS E.Q. ti E.Q. 1 O DOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. _P O DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. O O I� z o w V 0. O ® a- a J w ir mw ® Do 0 ® O z z 0 i w i= z LL z M! Er � J W z ii w U) w w F /I C6 z J w o -a J Z NOTE: TYP. WINDOW HEAD HGT. w AT T-4" U.N.O. c4 w w Z m H w z F W uC7 w A ` H L6Uj q mIr �' REVIEWED FOR ; ao CODE COMPLIANCE a. ST. LUCIE COUNTY a. BOCC o 4 Z �o a _ �zaaaaaEE Fill, �►^PY O 0 h cn w w co w RE4 § �f COMMUNITY: U) aas�� WATERSTONE a JAN 8 mnn PLAN # 6076 w w RELEASED: 11/21/19 Perrrlittlrl^�� €;e-��f-1 SHEET O z St. Lucie L.% nJ" i � _ z ¢ _ z a z O Y r 12 \ 12 5 5:12 ` 5 ROOF SHINGLES PER COMMUNITY SPECS. \ i 0 rn T I i 1 PAINT AND FINISH SCHEDULE 1 KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY MEDIUM TEXTURE BODY COLOR SKIP TROWEL FINISH •F��az i': TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 8 WIDE STUCCO ND (+1) 6" WIDE STUCCO 12 \ � ' WINDOW HEAD BAND(+1) 5 \ ROOF SHINGLES PER ROOF SHINGLES PER \ 12 COMMUNITY SPECS. — — — RAISED COMMUNITY SPECS. / \ 5 c STUCCO 6" ALUMINUM WRAPPED , \ \, 6" ALUMINUM WRAPPED - FASCIA W/ VINYL � BAND 5:Y2 VENTED SOFFIT, TYP. oiiv +1 I FASCIA W/ VINYL ` r� VENTED SOFFIT, TYP• BAND (+6" WIDE STUCCO T.O. MASONRY 7 2„611 T.O. WINDOW ----- -- 1, 0„ — 1 REVIEWED FOR COMPLIANCE CODE i 6 211 ^ I El 0 El� i - " °El 00 b ST.lUCiE COUNTY BOCC CO +1 L i= _ — FIN. FLOOR — — — RAISED �\ — — — STUCCO — BAND 16070 GARAGE DOOR uubts WINDOW SILL SOLID PANEL DOOR F!I ' 1OPY WINDOW HEAD & SILL DETAILS FRONT ELEVATION SCALE: 3/4"=1'-0 11SCALE:1/4°_1,_0„ I ECEIVED JAN 220 permittin U rui '2I1t Luc l i II r o Z Z o Y _ Q� W g- 0m' OD C'Yrn ¢ v C ) z Lu0<* v 1 z U)) F- ply CEQU� t; �i q Q ^� �c & J rz 0 w J O 1 �¢ w ¢ 3 r O x F- ¢ Ml w z z ¢ ® O LL O Iwo O > 0 z d z r ❑ w r � i U V 1.�.1 0 O¢j a .j ~I w ¢ M i�i W li+q w w O V jFirl O ® Z ® w ® ¢ w ¢ U O Z O `- ¢ U g a, :5 w U) w � Lll( O w i U) M O Octw Z o z z EL w V) z F o z d F a U m W Z > o F- CC w 0- 0 O ¢ A a A ¢ d w x O 0 c �Z aQ�aa IL O U U H W w ¢ w W Y COMMUNITY: W WATERSTONE ¢ x PLAN # 6076 w RELEASED:11/21/19 SHEET O z AL z IR z 12 12 - 5 ROOF SHINGLES PER 5-- COMMUNITY SPECS. / PAINT AND FINISH SCHEDULE l KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY MEDIUM TEXTURE BODY COLOR SKIP TROWEL FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM 01063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUM O TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPS' REC TV i JAN 8 2020 Permitting Department St. Lucie County, Fl- I r n o w z a. �o� � D�C." C7rn.. UC7Qz _... =zU) OCQUo Czi < ) G.i 0 r q �` o o ~ HQ w Z z Q O Lu n 0 O x 3 x w z z i O O O Oa rn z U/J Z z 0 w 0 U x ® O O�..I wLu M w lit �I m ICI O O O O Z W ir w O < z. = Y z W O W z a, wow g cn r) w NJ `n W w x ,a z Z �3 < I W x 0 J IZ w z cn O w a F- p z F- a u o ' Ir w o cr A a A x d w x En O N G o RELEASED:11/21/19 SHEET ®® Au i ATTIC VENTILATION- AT FIRST FLOOR SQ. FT. ATTIC NET FREE AREA NET FREE AREA AREA UPPER ROOF. VENTING SOFFIT VENTING 2380 552 SQ. IN. 590 SQ. IN. TOTAL VENTING REQUIRED 1142 SQ. IN VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) - 4 VENTS NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN.,TYP.. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. W�qw�. UNDERLAYMI=NT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 `v h O z m LL _o C7 m aC cc _-A U o < LU U z Q GE < C7 Q rn n v ¢ 0 Fa- REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY FJ QAN 8 2020 StIL L+Ir.i�� COU"ItV, F_L__. 0 0 ® z z I� ►3� 0 w U U Z 0 O Cc a M 1i� i r�l w w m IlqT Lim O F_ 0 0 z 'L 0-1 cn Okicl I o xr z � a..a z ,t^ VJ w uj FY w = i co C7 z ¢ g� 0 J N z 0 5 0 N N RELEASED: 11 /21 / 19 co SHEET O To z A 3.1 zz z 0 1' BUCK AND 2 L ROOF SHINGLES PER COMMUNITY 12 12 SPECS. (TYP.) s li 5 , 5 4) INSTALL WINDOW 2) SET P.T. WOOD BUCK I OR DOOR. FASTEN PER OVER CMU EXTERIOR CM WALL PRODUCT APPROVALS WATERPROOFING IN 1) PROTECTO RAP I�� OR PRE-ENGINEERED ROOF TRUSSES ANS DEAL WINDOW OR URETHANE SEALANT. LWM200 SEE FRAMING SHEET FOR DETL'S DOOR FRAME TO P,T. FASTEN PER PRODUCT SIMILAR ON WI DOW(SILL, JAMBS 0 WOOD BUCK AND APPROVALS. AND HEAD. APP CORNER AND EXTEND Y AROUND 6" ALL R-30 INSULATION MASONRY 3) APPLY LIQUID WATERPROOFING AROUND THE EDGES OF THE WALL MEMBRANE OVER THE TOP — AAAAAAAAAAAAA SEAL EDGE OF P.T. WOOD AND EXTERIOR FACE OF SILL T.O. WDW' ----- — BUCK TO MASONRY R-4.1 PRECAST SILL INSULATION CMU OPENING WATERPROOFING 00 Ex. STE. SCALE: N.T.S. F, BEDROOM 2 L HALL HALL BATH PLUS BATH I REAT ROO (BEYOND) FOYER T.O. M. - TT T.O. WDW — — — INSULATION Q R-11INSULATION / \\ OWNER'S St lftg Doi / OWNER'S SUITE BAT BEDROOM 2 CL CL BEDROOM 3 2 CAR GARAGE - - 1_1 7. III-- III II-_� I I -_- 11 , I - _II -IIII _'�_ _I ,!,. _ -- - I i,,. -_-_ _- _-�I'--II 1 CONCRETE FOOTING �1 =L-I=L_I-_I II iiI IIII . --_ 1I III=!I II Ir;_ IILI I_IIIIL �� I IL 1III I-'! I•---I:I -111--_=1 J -III-�I -I 1I -„ I IIIIILI-1 -- - 1IIIII ISEE STRUCTURAL PLANS - A-5A II I illl I IJI III II JJ1--III I I - II III II -I1' II III-' �1=rlilllll I�IIIIIIIIII �� II I �I II SECTION ' 2�BUILDING LE: 1/4 JAN & 2020 I Dprm o tt lilq D$paI`il'YYi@11ti FL i i 1. z w z O z w a F_ 0 x 3 ir z z O 0 w z z z 0 w 0 in d w ir m O 1- O z w Er z 3 ❑ z z ¢ J a w c w r 0 z ❑ z J EL w w x H z H x C7 x w 0 CL x w x O x 2 0 H w cc w w t[ J Lu w CL CL W W 2 O x z ¢ z Z 0 x INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS TYP HIP SCALE: 1/2" = 1'-O" SEE ROOF PLAI F SOFFIT AT RAKE (BEYOND) 12 REFER TO PLANS SEE ROOF FINISH PER PLAN PLAN (2) LAYERS OF WATER RESISTANT BARRIER BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD , HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL - TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. 2X ALUM WRAPPED FASCIA BD. W/ALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT AS PER SPECS. 1x PT DRAPE BLKG MASONRY LINTEL, SEE ABOVE WINDOWS 1/2" STRUCTURALS G.W.B. WINDOW PER PLAN PED PENT ROOF DETAIL - 1-STORY-MASONRY WALL GYP.BD. WINDOW SILL ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED ROOFING UNDERLAYMENT PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) SEE ELEV. 2x6 ALUM WRAPPED FASCIA BD. W/ALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN ROOF SHINGLES OVER — ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED SYNTHETIC POLYMER -BASED 12 ROOFING UNDERLAYMENT t2 ROOFING UNDERLAYMENT \ SEE ROOF PRE-ENGINEERED ROOF SEE ROOF PRE-ENGINEERED ROOF PUN TRUSSES AT TYP. 24" O.C. PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. _ TOP OF C.M.U. I$I(REFER TO ELEV.) -_ TOP OF C.M.U. �I (REFER TO ELEV.) SEE 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. W/ALUM DRIP EDGE. BD. W/ KNOCKDOWN BD. W/ALUM DRIP EDGE. 1/2" (MIN SOFFIT PER SPECS ELEV. - PLASTER FINISH SOFFIT PER SPECS CLG. BD. ("TYPE'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL SEE STRUCTURAL PLANS PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) I 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY ! DRIVEWAY PER COMMUNITY BASE BOARD FROM HOUSE GARAGE SLAB,k CS SEE STRUCTURAL h 0 0" PLANS��-0" FIN. FL. SLOPESLOPEFIN. FL. S�PE' FOUNDATIONNDATION PER STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS TYP. 1-STORY WALL Qa WINDOW WALL SECTION � GARAGE DOOR TYP. CMU COLUMN i SCALE: 1/2 1'-O" SCALE: 1/2" = T-0" SCALE: 1/2"'= 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM PROVIDE2X4 GYPSUM BOARD FRAMED BOARD z ENCLOSURE FOR 3 1/2" '"GYPSUM GYPSUM ELECTRICAL PANEL, FINISH W/ wa GARAGE BOARD 2" GYPSUM BOARD NICHE FOR ELECTRIC METER ELECTRICA LOCATION - SEE PANEL& PLANS. VERIFY Ji WIRING INSTALLATION IN FIELD ELECTRICAL! STUCCO PANEL ELECTRICA FINISH PANEL cV EXTERIOR EXTERIOR 60 w CMU BLOCK CMU BLOC WALL WALL 'v CONCRETE "' CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE =1 - -I GRADE AT - GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-0"-_- ER ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I r C: I. ' i I 1 I I I I I I I L ----- J z S a w w d I I I C i J LJ i I I I I C I iq co N io L L - --- - --- K N 1' 1'_6" —8" CMU BLOCK W/ CEMENTITIOUS FINISH —SLOPE GRADE AWAY FROM HOUSE J 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS LANAI/PORCH v, 0 z Z Fes" 0 W. c �. ✓ U-6 ¢ Q H1'tliz co !/z U3"wa Q U d Q O J rn n E r rr^^ V'1 Q. 0M n !J w Z z0 y REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FrLE copy RE j, JAN?� I V I 0 O A V Z 0 � O ® ® LL rvl z ¢ i r z w w U_ r � V ® W 0 Cc IL t^ V: w °C W w m O ® O ® z w CE C7 o z 0 I_1 i ^ FLy ` ' (vl ¢ J a IW �y w w = z Oct z C6 z e..r J 3: z J co coo a � H it A a d 0 � QA w w ¢ x N N z Q 19 Permitti.,- SHEET O It z x LELIA LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3Wx1917 S.F. 5751 SMALL APPLIANCE 1500 SMALL APPLIANCE 1500 REFRIGERATOR 1200 DISHWASHER 2400 DISPOSAL 850 MICROWAVE 1200 RANGE 8000 WATER HEATER 4500 DRYER 5000 WASHER 1500 LAUNDRY 1500 EXTERIOR GFI 1500 IRRIGATION 800 GDO 900 TOTAL KVA 38101 AHU #1 HEAT 10000 KWx.65 6500 FIRST 10KW 10000 BALANCE @ 40% 11240 ACLOAD 6500 TOTALLOAD 27740 KVA/240V 116 AMPS LOAD CALCULATIONS SCALE: N.T.S. WIRE POLE TRIP DESCRIPTION CKT CKT DESCRIPTION TRIP POLE WIRE #10 2P 30A AIR COMPRESSOR 1 2 RANGE 50A 2P #6 3 4 #6 2P 60A AIR HANDLER 5 6 WATER HEATER 25A 2P #10 7 8 #12 1P 20A DISHWASHER(AF/GFI) 9 10 DRYER 30A 2P #10 #12 1P 20A DISPOSAL(AF/GFI) 11 12 #12 1P 20A WASHER(AF/GFI) 13 14 MICROWAVE (AF) 20A 1P #12 #12 1P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A I #14 #12 1 P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 GENERAL LTG. (AF) 15A 1 P #14 #12 1P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A 1P #14 #12 1P 20A SPRINKLER SOLENOID 27 28 SPACE #12 1P 20A EXTERIOR (GFI) 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE PANEL SCHEDULE SCALE: N.T.S. 0 150 A METER COMBO 120/240V 1ph. N3R 22K AIC 150 A MLO PANEL A.C. COMPRESSOR V 42 CIRCUITS N1 3#10, 3/4" C 2" PVC STUB 1%"x8'GALV. ND WIRE DOWN FOR FLORIDA TEEL POWER & 3#Y, 1#6G 1 Y2' C LIGHT ROUND ROD ELECT. RISER DIAGRAM CONC.STOOP' STRUCTURED WIRE PANEL (SWP) LOCATE BELOW SHELVING (VIF) T I' E ADD BLOCKING AS REQUIRED CAT 5 ADD BLOCKING C ADD BLOCKING AS REQUIRED AS REQUIRED OWNER'S' OS GREAT SUITE CAT 5 WIC ROOM 33 3-BULB CM � FIXTURE ADD ADD REEF BLOCKING -- „ LOCKING REF AS REQ'D AS REQ'D DINING 'IVP - SPACE', p/ AREA , H GFI ° - — - IDS 0 ADD n �' UNDER -SINK BLOCKING u BATH L j SWITCH FOR AS REQUIRED DISPOSAL Iz ---- - ��� ADD I AD D KITCHEN LOCKING C�1GHj BLOCKING AS REQ'D AS REQ'D r ---- -- BEDROOM 2 i------� ---� 3 c I g----------- ADD BLOCKING - HALL - STE CH AS REQUIRED BATH PLUS 0 -BATH 26�kl PADD --- BLOCKING 3-BULB RE AS REQ'D F O WP/GF A/C HALL DISCONNECT -`�� CL ADD ADD BLOC IN BLOCKING AS REQUIRED W AS READ FOYER J i --`-- o DISCONNECT EX STE PLUS BEDROOM BEDROOM GFI iWASHE I.. i. P.B. FOR ADD j SPAG I CHIMES BLOCKING tiP ADD BLOC ING WPIGFI AS REQ'D F-_c_ _� AS REQUIRED ADD BLOC ING i 2v AS REQUIRED lDRYER ADD SPACE I BLOCKING ADD UNDRY AS REQ'D BLOCKING ® VP AS REQ'D - NTRY /WHO g W/D SPACE T o NDY IRRIGATION TIMER WH DISCONNECT 2 oV CL. I LOCATION VARIES PER EX STE MAIN WATER SERVICE CONNECTION GFI 48"AFF LUS WIC WNGFI ATTICiLI�HT Ai L----- --r DD ELECT. LOCATE MICRO. U BLOCKING WP�GFI PANEL ON WET BAR M OUTLET IN 0 AS REQ'D FIELD �� 41.F ALL p UPPER CABS. VERIFY N METER RE -WIRE FOR GARAGE DOOR ------OPENER---- F ------ --- ------------�� ADD BLOC ING CAT 5 '`- AS REQUIRED TV EX STE PLUS 60" A.F.F. WITH I o LIVING ROOM STRUCTURAL I p BACKING FOR TV I - 2 CAR GARAGE , I i I I FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET #. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 1p VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN B, EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) oM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR FQ TELEPHONE (OPTIONAL) El TELEVISION (OPTIONAL) Up ELECTRIC METER s ELECTRIC PANEL �- DISCONNECT SWITCH dQ JUNCTION BOX /- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: REV!; SWITCHES ....... .... 42" OUTLETS, ............ 14" C® ABOVE COUNTER OUTLETS ...... 46"ST. Link TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. FILE Of)wy 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. 0 z z o a Y ¢ Q ¢ LU g f� J 0 �co �o CD rn [[ U 0 ¢ z =mU) ¢. IrQU� C7 Q U) if) rl a. <N v < z Z uw) Z z z Lu z z a O O 0 % z 2 0 � O z z 0 w U U p(L 0 Q O O CE w m LL O O O V L 0 z w m U) z r..r 0 w m o °° J z z < ^ J U) V♦ ww FAY Fw w uj = Mgtz O J Ir �.I.� m W J z J a w U) Z °� O LLJ ~ z O UO F F 0 H ¢ Zw a x _ 0 m � Q Lu x O F N 0 no a rZ aaaaa r a O U U) a PLAN # 6076ui RELEASED: 11/21/19 � SHEET O JAN 8 2020 a z Department ] j E l. l z 0 FI_ _ Y SHR v OWNER'S SUITE sod ♦s eon CONC. STOOP GREAT ROOM Q J o> cn 10'-101, 2'-33" 4 Q p z — I— w z z I O - �F F DINING a AREA cz I O q- AAV Z»VTR LOS ll O BATH I 3 L w i II z a 15'-92' cr 0 KITCHEN 12'-9" Q o LL --- 11' 112 ® z BEDROOM 2 I I - - - - - 9,_51, Q 2 z ------T o w O0 o a P HALL BATH J c a Im m o x STE PLu R VI ED FOR BO C z uL HALL i i BATH ODE O PLIANCE a uj w O T. LU 1 COUNTY ® a - -J w FOYER a cr Co - Nsar = _ C ® w C) SLEEVE L _ EX STE PLUS 0. z BEDROOM 3 BEDROOM TIN TIN a �ASHE co vl U) I SPAC i r w ^M � � W LAUNDRY F- = 12' 4 icm 0 n Z (DRYER 1VJ SPACE 1 FILE COPY W 7 -62 J m z a, a SIN O ENTRY r M M WH W/D SPACE I �N -1 r 7 M 0O o LNDY. C4, N L--J I M U O w PLUMBING RISER DIAGRAM SCALE: N.T.S. - - - J u WET BAR 6, 01. �o 2 in m 7'-22' N oz a N 0o 10'-7" ccza EX STE PLUS r LOCATION VARIES I i LIVING ROOM PER MAIN WATER � i 2 CAR GARAGE sERwCE _ �' CONNECTION i' w U) ui u COMMUNITY' Lu WATERSTONE i -u - — I ';, PLAN # 6076 w RELEASED; 11/21/19 O SHEET JAN S 2020 z SLAB PENETRATION PLAN ,.,Y z �;�ting Department � � z SCALE: 1/4"=1'-0" �F✓a FL o Y 35-00 00 � SHOP STAMP REVIEW cot#/Plan Lelia _ view is for general compliance with the Construction Documents. sonsibility for correctness of dimensions, details, quantities and safety rduripngfabrication lies solely with the contractor. No Exceptions Taken Reviewed By: Dawn Boggio-Koi-helak 0 Rejected: g 11 /22/19 G+t + P• CID REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY' BOCC FILE COPY ; m m e-00 DEARIN6 HEIGHT 56HEPULE I u - r SSb. 9 H1=(2) HTU26 U L) v w w w w w ww w w w w w U U U CJ1 CID CJ C-15 CJ1 CJ3 CJ5 m' m CJ3 m Ln Cil y'S 2- T1 T1 T i m T 1 T1 TI T1 T 1311 T 1 T 1 T 1 CD m T 1 � T1 CD CD T 15 NT 14 T1 T I T I T 1 T09 T0� T2 T2 CD m T2 N T2 T25 TO NOTE5 ; 1.) REFER TO HID q1 (RECOMMENDATIONS FOR HANDLING IN5TALLATION AND TEMPORARY BRACING,)` REFER TO ENGINEERED DRAW[N65 FOR PERMANENT BRACING REQUIRED, 2) ALL TRU55E5 (INGLUDING TRU55E5 UNDER VALLEY FRAMING) MU5T DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENTS 3.) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED 15Y DUILDER. 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o.c ; MAXIMUM 5PACIN6, UNLE55 OTHERWI5ENOTED 5.) ALL WAL1-5 SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARING, UNLE55 OTHERW15E NOTED ' 6.) 5Y47 TRU55E5 MUST DE INSTALLED WITH THE TOP DEING UP. T) ALL ROOF TRU55 HAN6ER5 TO DE 51MP50N HTU26 UNLE55 OTHERWISE NOTED ALL FLOOR TRU55 HANGER5 TO DE 5[MP50N THA422 UNLE55 OTHERWI5ENOTED S) DEAHEADER/LINTEL(I70 DE FURNIN1SHED DY DUILDER: 5 1-10 08 w 5 24" ep 5HOP DRAWING APPROVAL THI5 LAYOUT 15 THE SOLE 50URCE FOR FADR16ATION OF TRU55E5 ANDVOIDS ALL FREVIOU5ARCHITECTURAL OR OTHER TRU55 LAYOUTS. REVIEW AND APPROVAL OF TH15 LAYOUT MUST 6E RECEIVED DEFORE ANY 1055E5 WILL @E PUILTI VERIFY ALL GONDITION5 TO IN5URE AGAIN5T CHANGES THAT WILL RESULT IN EXTRA GHAR6E5 TO YOU, Requested Delivery date 1 I -� �� m a Approved by: i° a O rsu rce Orlando PHONE: 407-551-2100 FAX: 407-851-7111 Plant Gity PHONE: 813-75CI-5g51 FAX: 813-752-1532 ,It m �o T2 CD m T21 CJ1 CJ3 CJ1 ti HI — , J 1 Du1LDE� KHovanian Homes LHU U W W W W III,[ W W W W 18-08-00 tiv 11-08-00 4-08-00 MODE L; Lelia-B LEGAL ADDKE55: Lot 4- REv[ti10W:: SCALE N T 5 DATE, 11/19/19 RNP, DY TG/RW JOB U 2167551 I I _ MASONRY LINTEL ASSEMBLIES GENERAL STRUCTURAL NOTES 5EESCHEUILEAND 5PECIFICATION5 FOR ADD'L INFO 6R�N GROUT FOUNDATION m BOTTOM REINF:. .. PRECAST LINTEL w/ PREOPST LINTEL w/ EreB°°E° REINF' EMeE°°E° REINF.• DESIGN 15 BASED CN 6th EDITION (2011) FLORIDA BUILDING CODE. MB-I MB-2 • FOOTING DE516N - FHE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLONA13LE SOIL BEARING CAPACITY OFT;500 PSF. m • ALL LUMBER EXPO ED TO WEATHER OR IN CONTACT W/ CONCRETE TOP FEW OR COW. GONT. BOND BEAM OR MA50NRY..FOUNDATION SHALL BE PRESERVATIVE TREATED BONG BEAM REINF REINF: A5 REQ'D Y 6RauT SOUTHERN PINE #2. 6Rarr BOTTOM REINF BOTTOMREMF. i •FASTEN PARTITION HALLS TO SLAB WITHYa DIA. x23/4" LONG '' PRECAST LINTEL w/ TAPGON5 0 32" o.cl MAX. WITH A MINIMUM OF 2 TAPGONS PER PREGA5T LINTEL w/ z EMBEDDED REINF. B43EMEDREINF. PLATE, 12" MAX. FROM PLATE ENDS. MB-3 MB-4 • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. MA50NRY LINTEL DETAILS REINFORCEMENT MARK PE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT ---- =---- MB 2 8F8-I13/OT ----- (1) #5 116-3 8FI6-I13/IT (1) #5 (1) #5 M6-4 8RFI418 ----- `--- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0' 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REGURIED. 3, ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51 E REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABO E THE OPENING BELOW SHEET L15T INDEX SHEET DE5GRIPTION SHEET TITLE 5 0.0 STRUCTURAL NOTES F 1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 5D-1 FOUNDATION DETAILS 5D-2 STRUGTURAL DETAILS P555-1 STRUCTURAL DETAILS •CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O. f'c = 2,500 p51 . FOOTIN65 2,500 ps1 ........ SLABS ON GRADE (INTERIOR $ EXTERIOR) fy 60,000 psi ...... RE13AR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS, ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIG 5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51,(F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. LMU DE516N EASED ON AGI 530/550.1 (GATED ON PLAN �J. REINFORG D GMU GORES (A5 INDICATED ) SHALL # w I 5 BAR VERTICAL. BAR SHALL BE REINF-RGED / L U EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EAGH SIDE OF ALL MASONRY OPENIN65 AND AT ALL NALLGORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHAL BEILOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.C. IN EXTERIOR WALLS. (AS, 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LAB EDGES, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXAGT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR I5-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CL05E TO SQUARES AS P0551BLE (I:I ;RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PECIFIGATION5 (T`(P. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3'N.120" NAILS JOIST TO 50LE PLATE (5) TOENAILS (5) TOENAILS* 50LE PLATE TO J015T/13LK'G. (3) NAILS 9 4" o.c. (3) NAILS ® 4" o.c. STUD TO SOLE PLATE (2) TOENAILS ,, (3) TOENAILS'" TOP OR 50LE PLATE TO STUD 2 NAILS 3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS ® 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS I(3) TOENAILS* DOUBLE STUD NAILS ®2 " O.cl NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ®2 " o.c NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTER5EGTIN6 WALLS ' (2) NAILS (2) NAILS * 22`x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOW THIS MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE 6th EDITION (2011) FLORIDA BUILDIN6 CODE (5EGTION 160q) LATERAL DE516N REGUIREMENT5 FOR THE FOLLONIN6 WIND SPEED $ EXPOSURE ONLY: 16 .MI 1 I - EXP. B WIND IMPORTANCE FAGTOR = 1.0 INTERNAL PRE55URE COEFFICIENT ENGL05ED, +/- 0.15 APPROVAL FROM MULHERN 4 KULP STRUGTURAL EN6INEERIN6. EXTERIOR 4 SHEAR WALL 5HEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHICH REQUIRES SHEATHING AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SY 0 A MB L SHEAR PANEL SPED: OI5/32" PLYWOOD OR 05B FASTENED H/ PI 2Y2"x0.13I" NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR OSB FASTENED, w/ P3 , n I 2Y2 x0.13In NAILS @ 3 o.c. ALONG :PANEL EDGES AND 12" o.p. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 1/16" PLYWOOD OR 05B FASTENED w/ 2YT"x0,131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT GENTER. (U.N.O. ON PLANS) 1. ALL PANEL EDGE5 SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO 51JPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ Ib"o.c. MAX. �.N.O. ON PLAN. 3. ALL 5HEARWALLS SHALL_ HAVE DOUBLE TOP PLATES FASTENED TOGETHER IN/ 3Y2'x0.13I" NAILS @ 16"o.c. USE (8) %"x0:131" NAILS @ EA. LAP SPLICE. (TYP. U.N.OJ 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE x 2-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS, THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window 4 Door All viable Wind Pre55ure5 Ib5 MPH Mind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES O END ZONES 6 Garage Door +2Y.8 P5F/ 28.3 P5F +25.8 P5F/-32.3 P5F 16 Garage Door +24.5 PSF/ 21.0 P5F +24.5 P5F/-2q.6 P5F 10 SOFT. +2q.4 PSF/ 31.q P5F • +2q.4 P5F/-3q.3 P5F 20 SOFT. +28.1 P5F1-30.6 PSF +25.1 P5F/-36.1 P5F' 50 SOFT. +26.5 P5F/ 28.8 P5F +26.5 PSF/-33.2 P5F 100 SOFT. +2P.0 P5F/-21.5 P5F +25D P5F/-30.5 PSF 500 SOFT. +21.q P5F/ 24.4 P5F +211 P5F/-24.4 P5F ®End'Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. Pressures charted here are allowable pressures and have been reduced per A56E 1-10 section 2.4.1 from ultimate pressures. Divide allowable' pressures above by a factor of .6 to obtain ultimate pressures. UPLIFT CONNECTOR5 6 CONDITION r TPU55 CONNECTOR LENGTH < 15, SIMPSON H2.5T TRUSS BEARING ONALL/1N00D > 15 51MP50N HIOA BEAM ROOF GIRDER TRU55 BEARING ON ALL (2) SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 BEARING ON OPT. A 51MP50N HETAI6 OPT. BI (1) HETAI6 EVERY TPU55 + (1) GMU WALL (OPT. A TYP, U.N.Q.) ADD'L HETAI6 EVERY OTHER OOF 63: FLUSH BEAM OR FLOOR T. BEARIN6 ON GMU WALL ALL (2) 51MPSON HETAI6 IT 15 THE RESPONSIBILITY OF THE EN61NEER OE RECORD TO DESIGN THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15.DRAWIN6 SHALL ' SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD GON51RUCTION" - LATEST EDITION. 71 seal a+®e`1' �'$.� 2019 No 77824 33 ;3 • ATE F 4V r P. Z o e DEAD = 1 PSF T.G., 10 P5FB.G. V 1SY dW1 ;00 enng, Inc. LOAD DURATION FACTOR = 1.25 FLOOR LIVE - 40 P5F (INGLUDIN6 STAIRS) a = 30 P5F ® SLEEPING AREAS z J = 50 PSF ® GARAGE w DEAD = 10 PSF (20 P5F TOTAL ® TILE) "' N WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED CD - R15K CATEGORY LI z a 6ENERAL FRAMING + aw • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR F-- a o 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). o Y • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x4 5PF OR 5YP > Imo- :2ac`S 'STUD' GRADE,LUMBER ® 16" O,G., OR BETTER (TYP. U.N.O. ON PLANS). E • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x A '5TUD' GRADE MEMBERS SPACED ® 16" O.G. (MAX). j z o 0 • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED op W WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX.).' y m Lo W cm25 N • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (I)2x CO � KING STUD, MINIMUM. ; - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. Ir • ALL HEADERS, BEAMS 4 OTHER STRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2` (5YP) LUMBER, OR BETTER (KILN -DRIED). - M&K Pro1 ect number. 06 8-1 9033 • _ _ - „ 1 FACE NAIL MULTI PLY 2x BEAMS If W/ 3 ROWS OF 3 x0.13t" NAILS ®12 O.E. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS, .UTILIZE 2 ROWSOF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ YW.131" NAILS ® 16" O.G. projedmgr. N.JM STAGGERED. APPLY NAILING FROM BOTH SAGES o 5-PLY OR MORE CONDITIONS drawn by: N E H • REFER TO CONNECTION 5PEGIFIGATIONS TABLE FOR ALL issue date: 1 1 - 1 5- 1 9 GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05D REVISIONS: FASTENED w/ 2Y2"xO.13I` NAILS @ 6" O.G. ® EDGE5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL date; initial: 12/30/I9 RJZ PLAN REMB4 RE5PONSE UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS • PROVID 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS GONTIN 05 TO FOUNDATION/BEARIN6. • ENC71NEE ED LUMBER. TO MEET OR EXCEED THE FOLLOWING •L5L- Fb=2325 psi; Fv=310 Pei; E=1.55x10^b psi •LVL Fb=2600 psi; Fv=285p5i; E=2.Ox10n6 psi • FOR 214 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER LEGEND WI T H 3 RQW5 OF 3"x0.131" NAILS 0 8" GIG OR 2 ROW5 Y4"x3Yz"' 61 1 " „SD5 SCREWS (OR 3V" TRU55LOK'5GREW5) 0 16" O/G. L15E A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. • INTERIOR BEARING WALL APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE ^a 4 TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4 • _ _� BEARING WALL ABOVE BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb b 2x8 p • BEAM / HEADER MEMBEi. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER • LOCATION AND EXTENT OF SHEARWALL WITH 3 ROWS OFY4"xb"'5IMP50N 505 5GREW5 (OR 6 3/4" TRU55LOK' T --I 5GREN5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS • I EXTENT OF OVERFIRAMIN6 OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SLOE -J ONLY FOR TRU55LOK SCREWS). LOCATE TOP AND BOTTOM 56REW5 • - - `- -INDICATES 1/8"xl" SAW GUT CONTROL JOINT 2" FROM EDGE. A SOLID T" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w1 LMU WALLS SHALL BE INDICATES LOCATION OF REINFORCED GMU GORE' PRESERVATIVE TREATED AND FASTENED w/Y4" PIA. X 4" LONG (SEE NOTES) TAPGONS ® 24" O.G. Q JL METAL HANGER Q rr INDICATES P05T ABOVE. PROVIDE SOLID 0 BLOGKJN6 UNDER POST OR JAMB ABOVE. "Jf F. D F J CC c;F;iP AN IJ_ W > LDOWN / STRAP SCHEDULE" f- SYMBOL HOESPECIFICATION - ----- O O U FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO ,_J W GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4° TT Uj �--1 W `J AN 5T-1 DIA x tY LONG TAPGONS INTO GMU. DESIGN ACCOUNTS 8 20 � 4 20 FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. � --1 (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.)- P4iiilfti.l`l I %'J` M fit. a .; 1tTt 4J-. 1~ r O FL (n FILE Pv z 0 d' w W 4 U� �1 J I 35-0 ° LEGEND seal 5 �019 21'-5" 6' g 6'-11.. �y`e�llliill)7ti� 5 G. 41 i PATIO SLAB: 3 y2: GONG: SLAB O • INTERIOR BEARING WALL 6RADE (2500 PSI • c -J BEARING WALL ABOVE — 2 IN.) wL�l l 6x6 WI.4xW • BEAM / HEADER : . ATE pF ku b, 0 m 5D I MESH OR FIBER ME5 ON 95% GOMPAGTE 5D-I 3 Y2" STEP 5D-I o m LOCATION AND EXTENT OF SHEARWALL ht O copyrignt:'�t)i l rift FILL r - i EXTENT OF OVERFRAMING srvcdai#FPIFIf'RAI - — CD — — — — — — — — — — — — — 21'-8" — — — 6'-2" — — — — 7'=2" —I — — -'— -INDICATES VS"xl"SAW GUT CONTROL JOINT W INDICATES LOCATION OF REINFORCED GMU GORE El z m .00 I i (SEE NOTES) CD z I I I J L METAL HANGER AN6 E 5.6 D. RECESS iPER . i I I MANUFACTURERS INDICATES POST ABOVE. PROVIDE SOLID J � a — � o a I I INSTRUCTION 1 BLOCKING UNDER P05T OR JAMB ABOVE. �. A y C..)g ZD E �c; 5-0.0 FOR TYPIGAL 2t LREFEER,TO TURAL NOTE5 5GHEDULE5 m a Q JZ o 0 .2co Goctn 1 1 1 `" N CONCRETE SLAB: 1 - N I• • I 6RADE (500 PSI MIN.) w/ I ' 1 6x6-WI.4xNI.4 MESH OR 1 FIBER MESH OVER 6 MIL. I o POLY ON 95% GOMI AGTED 1 `� M&Kproject number: FILL. , 068-1 9033 I project sr roject m NJM � i NOTE: REFER TO BLOCK _ I I PLAN FOR ALL DOI^IELi drawn by: N) H 2 1 LOGATION DIMENSIONS` 1 2 issue date: 1 1-1 5-1 9 5D-L 5D-I 1 _ 1 I REVISIONS: date: initial: I I I RS•� 1 CU 1 i SD -I Cz I� �o I I I r— `3YZ" STEP I I • I I I 6 1 1 18'-0" r 12'-4" • L----- —+--3 Y2 STEP --- 1 • 3 o SD=1 v FILE COPS' p _ \ 4 I 1 I 1 SD -I 3 Y/2 STEP 1' i " 5D I 1 I LL, I 1 6 1 5D 1 6ARA6E SLAB: I„ 3 Yi STEP 1 • 1 3 Y2 ° GONG. SLAB ON 6RADE i J z (2500 P51 MIN.) w/ 6x6-WI.4xWl:4 1La — MESH OR FIBER MESH OVER 6 1 I U 1 MIL. POLY ON 95% COMPACTED 1 I I W FILL. 1 1 1 1 3 5D I W T. O 1 J F Z Q N (n i i " 5LA5 PLAN �� z 1 i 1 -- [L 0 I SCALE: 1/4"=i'-0° (22x34 SHEET) \ �1 2 SCALE: I/W=I'-O" (IIxl7 SHEET) � — — — — — — SDI --1 q W —� J T , i ( W D Q ---•--------J V 1 J 2 l NN�--- NN. ,.. 5D-I . sheet: SD -I 18'-8" II _E 4' 8" F1.0 35'-0 I seal, \Allis NOV232099 \\\All ti t L r I II uy• 4 • INTERIOR BEARING WALL * ., _ I _ a 5 -4 4 —6 5I I II 5 -11I I 6 211 I,-2 4 —6II —6 II • =� BEARING WALL ABOVE ' ATE OF %w= • BEAM / HEADER MB—I MB—Ic�' . MB-1 • LOCATION AND EXTENT OF 5HEARWALL S PLRN 119thkkW glneering Inc. m I : :I EXTENT OF OVERFRAMIN6 • - -----INDICATES I/5"A" SAW GUT CONTROL JOINT � w w • �" INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) z < w � J L METAL HANGER o ¢ V INDICATESP05T ABOVE. PROVIDE SOLID oz E E i I Q o BLOGKIN6 UNDER POST OR JAMB ABOVE. ` F ZD cm 0 N I � I I 0D - i ,V O N � MA50NRY LINTEL BETAIL5 REINFORCEMENT MARK DE516NATION TOP BOTTOM .SHEAR REINFORCEMENT MB-I 8F8-0B/0T MB 2 SF8 IB/OT (I) #5 M13-3 8FI6 IB/IT. Q) #5 -: (1) #5 MB-4 6RF14-15 - --- - APPROVED LINTEL MANUFACTURERS ARE: GA5T GRETE'QUALITY PREGA5T GO., AND LOTTS CONCRETE. NOTES: 1. ALL`LINTEL5 WSPANS 6REATER THAN 14'-0' SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REOURIED. 3. ALL LINTELS SHALL HAVE 4' MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5 5. ALL REINFORGEMENT SHALL BE GRADE 60 fy 60 k51 6; ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. is ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW W- c c `o C/3 S j J m Q z Q o o op Y try W m Lh o (Y] GL M&K project number: 068-1 9033 project mgr NJ M drawn by: N F H • I MA50NR`( LINTEL A55EMBL 1 E5 Issue date, 1 1-15-1 9 GFF G(LlFfll 11 C AAI,'l GOC/IC,! ArI�Alf_ C�fl Aii��l IAIC/A seal w '. „ 5 xD19 I OPT. 6 UPLIFT GONNEGT R LEGEND. R001= FRAMING (5EE UPLIFT GONNEGTOR 5GHEDULE F R _ I ORE INFO) ,.,�•`,�.,;�c��sF�t�2�°�,�,; • �i i� INTERIOR BEARING WALL • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS = 9: SD-2 • - - - BEARIN6_ NALL ABOVE ROOF SH A H E T IN6 SHALL BE 1/I6 MIN. OSB/PLYWOOD SHEATHING /b, i�0 ,P4TE w % ,L �yk� s' GRID \ — — — — — — - - -IF , _ — — • BEAM /HEADER EXP05UPE FASTEN 5HEATHIN6"TO ROOF MEMBERS w 2 3 E / /8 x0.113 i . -- - G e� Sj � * /�t�/()[V�1L I RIN6 SHANK NAILS (R5R5-01 OR EGUIV) ® 6" O.G. AT PANEL EDGES d C:. � \\\\� ,. • LOCATION AND EXTENT OF SHEARWALL ®6 O.G. IN FIELD: FASTEN SHEATHING TO GABLE END 8 DRAG copyright MULHE�f2NI�rl(t01\\ � vY 9 r -i „ TRU55E5 w/ RING SHANK NAILS ®3 O.G. (ULN.O.). PROVIDE BLOCKING Structural Engineering Inc. I • Li J EXTENT .OF OVERFRAMIN6 ALON6 PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. z ~ O ~' O • - - -INDICATES 1/5"xl" SAW GUT CONTROL JOINT • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND D W U I v CONTINUOUSLY UNDER ALL OVERFRAMIN6. z o ❑INDIGATES * LOCATION OF REINFORCED GMU GORE • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW rn - (SEE NOTES) w/ z 51MP50N VTGR CLIPS ® 24" O.G. w a J L METAL HAN6ER + 2; HIP GIRDER TRU55 / I INDICATES P05T ABOVE. PROVIDE SOLID • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED.¢ Q .n o / BLOGKIN6 UNDER P05T OR JAMB ABOVE. • ERECT AND INSTALL ROOF TRU55ES PER WTGA 8 TPI'S BG51 ~ I w GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 m E / OF METAL PLATE CONNECTED WOOD TRUSSES." �' / j • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 ENS, m � q / v FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. 1 a - 00 ® • SUPPORT PORGH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER z o —I w .2 CM / Y FASTENED TO FRAMING w/(2) 3"x0.13I" NAILS ® I6" O.G. o m y m In w o om a UPLIFTCONNECTORS BEARING CONDITION TRU55 CONNECTOR " LEN6TH SINGLE ROOF TRUSS BEARING ON t 15, 5IMP50N H2.5T WOOD STUD WALL/WOOD BEAM > 15, SIMP50N HIOA ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 5IMP50N HT520 51N6LE ROOF TRU55 BEARIN6 ON OPT. A 5IMP50N HETAI6 OPT B (1) HETAI6 EVERY TRU55 + (1) GMU WALL (OPT. A TYP. U N O) ADD'L HETA16 EVERY OTHER OOF 6.T. FLUSH BEAM OR FLOOR .T. BEARIN6 ON GMU NALL ALL (2) 5IMP50N HETAI6 IT 15 THE RESPON51BILITY.OF THE EN61NEER OF RECORD TO DE516N THE UPLI T CONNECTORS PEP, SECTION 2.2 OF ANSI/TPI-2014 "NATIONAL DE51611 STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 G N5TRUGTION" MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN AGGORDANGE WITH THE REOUIREMENT5 OF ASCE-1-10, ALL UPLIFT OONNEGTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATIONS AND LOADS 5HOWN ON THE SHOP CARDS. IV M&K project number: 068- 1 9033 project mgr ; N.) Nj drawn by: N E; H issue date: 1 1.1 5- 'j o REVISIONS: date: initial: seal. \� V 2 51019 ►I UI NN It9� \, G t c E r F OF � �- i 0cop4✓� GYP. BD. EA: SIDE ri Y2 r�ei � T �r`•n Inc. �f��, FILLED CELLS � I �„� R4.1 FI FOIL OR EQUAL:... , �, � 8 GMU BLOCK - ,. OF 2x45 ®I6 O.G. (SEE PLAW 3 " 5 OVER /4 FURR STRIP -PER BUILDER. Yz J-BOLTS b' FROM EA � 4 GARAGE END OF WALL AND z • (1) #5 VERT. FROM FT . TO' A AP w/ HOUSE 5LAB SPACE a 32' O.G. cc N p \ / NIN BOND BEM L T01 Y IL/} MIN. (SEE PLAN 2" (b' MIN: EMBED) w N FOUNDATION DOWEL n z o w 30 GROUT CELL SOLD I STUD PLATE TIES PER c�GORNER - m � PT BOT. PLAN a STUD TOP d � z PLL BOT. w � 6ARA&E WALL Q ° GONG OR PAVER Al BEYOND - -1=III III _ ° ° DRIVEWAY a� O GRADE.,, III- 1-1-1-II ' - °° ,° ° - - _ - ,. ATIO/PORGH/LANAI SLAB _ ° ° a ° D ¢ o -_ _-1=III, o - -ILI- III I III - 5EE PLAN 6ARA6E SLAB II v 1 11 11=1 11-cc ;c CE m 4„ (SEE PLAN) _ m III ° =III= v m I - - I) #5 DOWEL W/ b HOOK AT GRADE UJ c i 111-- I I _ _ - - - - L- ALL VERT. WALL REINF: - --- ° CO - - - - - E b 2 #55 CONT. W/ m ° II II_I11-III OCATION O a - - _ - (SEE PLANS FOR LOCATION) - - - - - - - - I' ° • - _ I_ _ III- I_I I I - -_-I � I -III -III -III 3„ MIN. CLEAR 8 8 _ - a' °. °°....°.. _",III .III III yll = _ — — _I' 1-. o GLEAN COMPACTED I I _ —II _ 1-I11- I-ILI--III-- � II III -- -- -ao I 1 III FOUNDATION _ - - - - -1I1- - MONOLITHIC B xSr THICKENED - - -III_ Z - m - - - FILL a q5% „ I1I III III,,,. h , - -11I W III III. III I---- IO II y� #5 CONT. ON CHAIRS #' ' - W (2) SLAG W/ (U 5 GONT. 2 �� �� --III- _ STANDARD DENSITY Ib XB THICKENE .ILI-III-III-III - - - MIN. # _III-1 I I I I L III III III , EDGE W/ (2) 5 - - -III-1 I -III —I o LO - CIII III W o " —, ,— N GIPS AND o CONT. WHERE 2ND STORY WALL UPLIFT CONNECTORS SUCH AS STUD PLATE TIES; HURRICANE L , cc co CL OGGURS DIRECTLY ABOVE THE : ANCHOR BOLTS ARE NOT REOUIRED ON. WALL5 NOT. SUBJECT TO A S" GMU WALL 5HOWN, FT6. SHALL CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE 5UGH HARDWARE BE 14" WIDE w/ (2) #5 BARS WILL BE SPEGIFIGALLY NOTED ON PLAN. F DOWN FOOTING SECTION N BLOCK DETAIL EDGE DETAIL G1�RAtGE 5TE DETAIL THICKENED EDGE G,4RAGE DOOR DETAIL 2 (DNZTHI0KENED IV I 5GAL8: NT5 5GALE: NTSALi: NT5 , 1 , M&K project number: I 068-1 9033 project Mgr, N J M I , drawn by: N E H - OUAL issue date: 8 GMU BLOCK I GMU BLOCK R4.1 FI FOIL ORE 1 1 ' 1 rJ' 1 g 8 GMU BLOCK R4.1 FI FOIL OR EQUAL „ 8' GMU BLOCK � 8 WIDE GONT, R4.I FI-FOIL OR EQUAL (1) ><5 VERT. FROM FT6. TO 3 „ OVER /a PURR STRIPS BEYOND , s �� STRIPS _AP w OVER /4 FURR STRIPS ' GONG, CURB OVER /4 FURR BOND BEAM t / PER BUILDER -PER BUILDER REVISIONS: EXTERIOR DOOR -PER BUILDER FOUNDATION DOWEL MIN. (I) #5 VERT: FROM FT6 TO (1) #5 VERT. FROM FT6. " GROUT CELL SOLID HOUSE SLAB BOND BEAM. LAP w/ HOUSE. SLAB HOUSE SLAB 30 t IN. SEE PLAN) date: initial TO BOND BEAM. LAP w/ N MTL THRESHOLD (SEE PLAN) _ FOUNDATION DOWEL M w (SEE PLAN) PORGH/PA710R_r is Ql FOUNDATION DOWEL GARAGE SLAB SET IN SEALANT SLAB OR PAVERS 30 GROUT CELL SOLID ¢ AN (SEE PLAN) CELL E ) MIN.30 6 ROUT ( I 5OL11 r? PAVERS (SEE PLAN) (SEE PLANS) - - X _ z d °- -= --- - _ _ImiI1 -1 _ - - III -III 111-III IIII-111 Poll --1j1-1j1II� oI1I __- ------oGRADE _ - _L ,.,, - - _ III-III-III-1 LII III III LI, 11 IIIIIII I I III III III�111-111I I II I I" _ I � I I I I _ _ _ , ,I�:I�II - - II I I11 I � -III 111-LI I-111- — - = - III II LI-II -III III -III-6 III-11 II III _ - - _ - _ I I IL 1-1 N _ ° -1 - � z � --- III=I II _L- �— _ — - — — G CHASE SLEEVE TO BE � z _LLIIIJ - ;� _ m III I ° III I - -- - - � ° - - 1-1 III _ _ ° _ III _ ,, ., L :., I m I CI III_ I T I _.,.,. I III II -�-J-. - _ __ # _-, a _ - 5 DOWEL VJ _b HOOK AT _ III I III ILI - m II6 _ _ _ ) - - TWICE'THE DIAMETER OF LEI - _ _ — — I — III —III _ ,- 1 I - # HOOK AT _ _ 0 I h III. I 5 DOWEL L b - - - R INF. - - - - - III ; � ALL VERT. WALL E , -, � - - - _ PROTECTED PIPE _ -- IIII II- -- II � --- _ _ _J }_ -_ I -1 INF. _ II. III III III II VERT. WALL RE - � _ I III -I I I_I d l_I I I (f- _ - - _ - I III ALL E ., _ - _ (SEE PLANS POR LOCATION) III�III III III_ - - - - - - - - - ,. _ III III II I I MONOLITHIC - - - I _- III-1} _-_-_I II III III III. III III - - SEE PLANS FOR LOCATION) - - - -, AN COMPACTED LL ( I III-III-1 I I_I I I_ PAG D � � I_ - - CLEAN - GLEAN GOM TE _ = 1 u' L I I S+i III III I I I FOUNDATION W! 2 5 _ O NO ITHIG FOUNDATION MONOLITHIC FOUNDATION Q n - -11 i i l �. MONOLITHIC, FILL ®95% „ GLEAN COMPACTED T I a 95% - _III- FILL AN COMPACTED _ CHAIRS ' _ I O CLEAN „ GONT. ON GH I I O # # NT. ON CHAIRS ,' FILL a 95% STANDARD I O STANDARD DENSITY W/ (2) 5 CONT. ON STANDARD DENSITY W/ (Z) 5 GO �S FILL a 95% I -O MONOLITHIC.. FOUNDATION STANDARD DENSITY W/ (2) >«5 GONT. ON CHAIRS DENSITY AND TERMITE MIN MIN. CHAIRS MIN. O MIN. TREATED WHERE 2ND STORY WALL - WHF�u 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND 5TORY WALL _ OGGURS DIREGTLY A50VE THE DI GTLY ABOVE THE - OCCURS DIRECTLY ABOVE THE - . GMU N - A 8 WALLSHOW FTC. SHALL O VE THE LL OCCURS DIRECTLY ABO 8 GMU WALL SHOWN, ET6. SO ALL L 8' WALL SHOWN, FT6. SHALL .. „ BE f'r4" WIDE w/d2) #� BARS 8 GMU WALL SHOWN, FT6. L BE 1'-4" WIDE w/ (2) #5 BARS BE I 4". WIDE w/ (2) #5 BARS BE 4 WIDE w/ (2) #5 BANS PORCH PATIO/LANAI DETAIL EA DETAIL GARAGE CURB DETAIL ENTRY,DOOR DETAIL ` EXTERIOR WALL / oNTSIA: NT5 ��. � 6 � 5GALE: NT5 REVIEWED FOR CODE COMPLIAN ST. LUCIE COUNTYd BOCC 8" GMU BLOCK BEYOND ` R41 FI FOIL OR EGIUAL EXTERIOR DOOR— OVER 3/4' FURR STRIPS -PER BUILDER MTL THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS " (5EE PLANS) PER MANUF. I_I I1=i I -III I F1I I-III-I_II_ , — III -I l l F"J III 1 1 1 I III ITI-I mU-1 lit -I I I I- I I I I I l l 1=111 1 I l- -I MONOLITHIC " III 11=j 1 FOUNDATION N, (2) #5 GLEAN COMPACTED GONT. ON CHAIRS FILL a 95% 5TANDARD 1'-0" DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN; FT6. SHALL ' BE I'4' WIDE w/ (2) #5 BARS � EXTERIOR OUT5WIN6 4 5617 POURED 51 O U) h J Z L FILE COPY F- 0 W U UJ J U LLD z 0 J ® 0 ) Li Q � O Z W w 0 � �o i �. L sheet: i PROVIDE SOLID SHIM BETW'N TRUSS 4 GONNEGTOR IF TRU55 LOCATED ' LE55 THAN I Y2' FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I A" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. VALLEY SET OVERFRAMIN6 TRUSS FASTEN ROOF 5HEATHIN6 TO a FASCIA WITH 2 /e 3 x0.113 m ALL LAPS IN MASONRY 25" mi TO FASCIA WITH 2 7/a°x0.113" RING SHANK NAILS ® 6' O.G. Im RING SHANK NAILS SEE UPLIFT GONNECTOR RUNNING BAR 6' O.G. 5GHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS 2x6 FASCIA lam w i x �SEE UPLIFT GONNEGTOR - SEE ARCH <I nm SCHEDULE ON PLANS FOR Imo CONNECTOR 5PEGIFIGATION5 REINF. MASONRY LINTEL/ BEAM loll MAIN ROOF 5HEATHIN6 2x6 FASCIA -.5EE PLAN FOR 5PEGIFIGATION5. U UU I —SEE ARCH PROVIDE MOISTURE BARRIER 8" GMU BON BEAM PLATE (PER TRU55 MANUFJ @ ' H/ (1) #5 GONT. EACH TRU55. GONNEGT EACH END OF FASTEN EAGH OVERFRAMED 8 REINF. GMU WALL MASONRY LINTEL TO TOP OF TRUSS TO TRU55 BELOW # -SEE PLAN FOR VERT: VERT WALL REINF. TO WITH V 5 BENT CORNER, BAR EXTEND INTO BOND BEAM PIER/ WALL w/ (1) #5 BENT " SIMP50N TGR CLIP 8 HORZ. REINF. SPECS DOWEL w/ 24" tE65 24 O.O. I MAIN ROOF TRU555 GROUTED CELL ' TYPICAL OYERPRAMING TYP. CORNER PERT. WALL SECTION � CONNECTION DETAIL � REINFORCING DETAIL (D SECTION SCALE: 3/4"=I'-0 n SCALE N.T.B.\ v 5GAL2: NT5 - SCALE: 3/4"=I'-0" (1) #5 IN 2xSxI2" P.T. CL OF OPENING BOND BEAM CENTER BUCK I Q 3/a' (1) #5 BAR IN PRECAST LINTEL DIA. ANGHOR- (2) 55 VERTICAL IN GROUT FILLED 2X4 P.T. TOP BUCK Q CELL. IN WALLS GREATER THAN 30" y WIDE, ONLY (1) #5 15 REQUIRED 2X5 P.T. BUCK EACH 51DE OF OPENING (1) #5 VERTICAL IN GROUT FILLED GELL (IF READ PER PLAN) PROVIDE (5) %` DIA. J-BOLT W/ 5Y2' EMBEDMENT AT EACH DOOR BRACKET, ENTIRE COLUMN TO EAGH 5IDE OF DOOR. PROVIDE Y2'x3%&` BE GROUT FILLED THIGK WA5HER W/ EAGH ANGHOR (15T BOLT 0'=0" TO BE 5" MAX ABV. CURB REST EQUALLY FIN. FL. 5PAGED APPROXIMATELY 24 O.G.) r STAR NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES s' 6ARA BOLTS AFTER 6ARA6E'GURB (8" MAX) SEE DETAIL.I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE' FASTEN EA. ROOF TRU55 TO GMU w/ SIMPSON , STM16 TW15T STRAP. FASTEN 5TRAP TO GMU wl (4)Y4" DIA. x 2 LONG TITEN Ya SCREWS PROVIDE M015TUPE BARRIER A L TE PER TRU55 MANUF. ( ) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TI6HT TO P ROOF TRUSSES ® EVERY OTHER BAY M TO FASTENED „ E G U w/ (3)Ya DIA: z 3Y2 LONG TAPCON5. FASTEN BLOCKING TO ROOF TRUS SES w 3 l (2) Yax 0.131 -NAILS @ EA. END. PT. REINFORCING DETAIL i�' UBLE WINDOW Q�SNT5 GAR (5E DOOR BUCK DETAIL MASONRY PIER DETAIL P RETROFIT DETAIL V NT5 SCALE: L.: SCALE: NTS TRIPLE WINDOW SIM. REVIEWED FOR CODE COMPLIANC ST. LUCIE COUNT",' BOCC t .NOTES. I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EGHIRL (LE 51MP50N ET EPDXY). SEETYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL + DOWEL, BLON OR BRUSH GLEAN: INFORMATIONNOT SFIOY�PI COPY V MANUF. INSTALLATION FI LE L E 3 FO LOW L INSTRUCTIONS. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOOATID PER PLAN DRILL 6' INTO EX15T'6 I I Q 1N GROUTED CELL SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE d a 111=11!-11k�!1=1 — — GRADE — — — I II_III—II�I�I I I ICI 11=1 I l� t 1-1I1=1 I I� 11- 0 111-111� 1 I I-111=III= II I ` 'I-1II�I �III1= I , II—,II1„dli=l'�'�L 5 M155ED DOWEL RETROFIT DETAIL 3CALE: NTS SIM. ® CA STEM FOR 0111 D E+RALE LETTERED 'DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE 5PEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. BOND -BEAM - �__—GON71N. PRECAST HEADER:-�"� 8' GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GAST-GRETE WINDOW SILL; OR EQUIV. CAST-GRETE WINDOW 51LL, OR EG2UIV. F± seal. `e`���i"� 2019 Ld i — ATE OF k! I 0 , NAL (cC) copyright rtUNi{FvtEl(<IL��. Structural Engineering, Inc. CD z J� W W CD �Z o z w a J Q .p Z� A U 1— U � � C ~ a' U j J m A a > .J a z y a0 ao O GCO com`un LY o c`•v �. co d M&K project number: 068- 19033 project mgr N J M drawn by: NEH issue date, 1 1-1 5-1 9 REVISIONS: date: initial: CZ a d T� 0 v1T L �d f- W V D iT W U _ 6-r-d F~ 0 co Lii u 0 w d W J sheet: PERMANENT. ROOF TRU55 BRAGING NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24 O C.) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BCSU GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRAGING OF METAL PLATE CONNECTED WOOD TRUSSES, (2008 EDITION). 2. TOP CHORD BRACING TOPGHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 SHEATHING. IF.SHE ATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DESIGN 3 BOTTOM CHORD BRACING... a. THE BOTTOM.GHORD5 SHALL BE BRACED BY DIRECT APPLIED GAB. GEILING 4. WEB MEMBER BRACING THE. TRUSS MANUFACTURER SHALL INDICATE THE'TPU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RESTRAINT a fi' OR 'L BRACE WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE TOR L,BRACES (REFERENCE - BC51-133 FIGURES 83-18.4 133 19). SHOP APPLIED REINFORGEMENTPEP, Br51-B3 FIGURES 63-22 $ BC-23 15. ACCEPTABLE. • IT, 4 L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTICAL MEMBER. • 'L' 4 'T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEBNERTIGAL MEMBER • FASTEN 'L' OR T REINFORGIN6 TO WEBNERTIGAL W/ Ibd GUN NAILS (0.I310 I/2) AT b O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (5) OR MORE 51MILARLY CONFIGURED ROOF TRUSSES. ALI6N, CONTINUOUS ROW5 OF LATERAL. BRACING MAY BE USED IN LIEU OF THE ABOVE' -NOTED 'L' OR 'T' BRAGE5 • CONTINUOUS. POV45 OF LATERAL BRACING SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55. BEYOND IN EACH DIRECTION SECURE BRACE To EACH TRU55 GOMPRE55ION WEB w/ (2) Ibd GUN NAILS (0.1310 1/2"). • CONTINUOUS: LATERAL BRACING SHALL BE RESTRAINED BY: DIAGONAL BRACING (MIN 2' THICK NOMINAL LUMBER 4 MINIMUM 5PF STUPI GRADE MATERIAL) THI5 BRACING 15 TO BE CONTINUOUS, PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBER5 OF TRU55E5 CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRE[) i I • seal : ►IL NOV 2 5 it e ! ► d i \ 1 r G F f s 91 :aC AT OF ARP �O. W .t s IOP I ✓r S • �OR.�., yG � copynghfishkit!���'KgG�- \\\` +; Stmct r arin�, Inc. cQ Z J� w W N Z O CD I Z w a J � Q a �r m `= a ♦— 1 c� o m 5 UJ~ :2m ._ XJ °O E a I" a) o Z M CD N , co O CO YJ cm o cv C. co O. DIAGONAL BRACE NAILED TO OPP051TE IV PROVIDE (2) Ibd NAILS ® SIDE OF WEB AT 20 0' MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B ROOF SHEATHING COMPRE55ION WEB (SLOPING OR VERTICAL) M&K projecfnumtier, I 068-19033 GONTINUOU51 A7ERALIIBRAGE ..F.• F.-a.,. ALTERNATE 0 (3) OR MORE ADJACENT SIMILAR TRUSSES (SEE project mgr N J M INDIV. TRU55 SHOP DRAWINGS "" " .., . FOR LOCATIONS? ',, drawn by, N E H issue date: 2x 5TRON66AGK MAY BE 1 1` 1 5' 1 9 :INSTALLED FOR 6ON5TRUGTABILITY' To KEEP EVEN SPACING AT BOTTOM CHORD(NOT REOV FOR REVISIONS: STRUCTURE) , date: initial GONTIN. LATERAL BRACING TO LAP ACROSS MIN. (1) DIRECT, -APPLIED TRU55 BAY AS SHOWN - GWB GEILING SECTION B-B AL:h Wr w (3) oR norms s�niwc .,srs naF baam® - - r-,MEM REQUIRING 1, B BRACT 46 AS INDTCAATEP-BY _AG TUR E 5 MANUF R TRUSS b 2x 5 TRONA KS MAY BE GB G - 2x 5TR0N6BA6K INSTALLED FOR GONSTRUCTABILITY ry (NOTREQD FOR ' TO KEEP EVEN SPACING AT STRUCTURE) BOTTOM CHORD (NOT REOV FOR CZ �Tt DIRECT APPLIED `v' PLYWD/O5B Q REVIEWED FOR a CODE DE COMPLIANCE DIREGT-APPLIED B L' OR 'T' BRACING ® - �T, I„UCIE COUNTY 6WB GEILING WEB5 DESIGNATED BY TRU55 MANUF. BOCV.. TYPICAL TRU55 ELEVATION d 0 PERMANENT TRU55 BRACING DETAILS NOTES 0 5p41 t=: mow DIRECT APPLIED GEILING U. I i f COP � o 0 W U w Q U Q cn Z 0 W w F- W p 4 W J I LETTERED DETAILS ARE TYPICAL FOR NUM"'RED DETAILS ARE PLAN sheer TH15 HOME $ SHALL BE IMPLEMENTED IN SPEGIFIC, AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERt SPEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON ;THE PLANS. ("GUT") ON THE PLANS. vt'% B S