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HomeMy WebLinkAboutBuilding PlansDawn Boggio-Korbelak,R&AI&NICARB 0 ABBREEVIATIONS 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 Q 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 BRIG. 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 DRAWING REF REFRIGERATOR D.S. DOWNSPOUT REINF REINFORCED DTL DETAIL REQ'D REQUIRED EA. EACH RING RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND 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 END. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FIR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FIRM 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 H GT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HGT. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB igitally signed by Dawn Boggio-Korbela ate: 2020.05.15 16:55:46-04'00' vn��111�]11iM Compal-lies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 LELIA m ESP ELEVATION "A" 5213 ARMINA PLACE FT, PIERCE, FL 34951 LOT 0055 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION 2L TERMITICIDE/INSECTICIDE. 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." RELEASE HISTORY 4/17/20 CHANGE EXTRA SUITE CLOSET DOOR TO 2468, ADD TRANSFER GRILLE TO EXTRA SUITE, ADD WP-I SHEET, RELOCATED CMU OPENING WATERPROOFING TO WP-I SHEET, REMOVE SUB FASCIA FROM SECTIONS, RELOCATED SWP, ADD OUTLETS TO KITCHEN ISLAND, ADD GFI AT KITCHEN COUNTERTOP, REMOVE BLOCKING NOTE FROM KITCHEN, HALL, LAUNDRY, CLOSET LIGHTS, DIMENSION DINING AREA LIGHT, UPDATE RISER DIAGRAM PER ELECTRICIAN © 5/14/20 TOWNSHIP COMMENTS - ADD FLAME/SMOKE INFO TO CS2, CORRECT MAX LENGTH OF DRYER EXHAUST ON CS2, ADD'EGRESS' TO FRONT DOOR, UPDATE PLUMBING RISER WITH SECOND LAV IN OS BATH AREA CALL: ELEVATION "A" 1 ST FLR/TOTAL A/C 1917 SQ. FT. TOTAL VOLUME 16,614 CU. FT. ENTRY 84 SQ. FT. GARAGE 380 SO. FT. TOTAL U 1 2381 SO. FT. k,RA,AIA,NCARB 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 SPRINKLED: NO FLOOD ZONE:'X' TERMITE PROBABILITY: VERY HEAVY DRAWING IICIDEX CS.1 CS.2 A-1.1 A-2.1 A-2.2 A-3.1 A-5.1 P-1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS I=DETCAILSPL"�' WATERPROOFR T L OAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS F�0 yAQ���GGIOk�., 9 s� AR94880 �S�FR;�D •A¢G�¢� ' � 6>� REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY n 0 z Y a J ~ w a to LL w O Y x oF- O00 0 0 z uch E =zai¢ 0 cc QO0 (D Q J O cf) 0. a u W O W .. Lc) Vf z O W F..1 o Ua) .WA v! W W .j U) z EL EL w w x G V) w cx w Lu w x COMMUNITY: U) WATERSTONE x a PLAN # 6076 W RELEASED: 3/10/20 SHEET O z Q `/� 1 VS z O x Y rRI EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HA VE A MINIMUM NET CLEAR OPENING OF 5 SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GRI ATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 M ) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH HE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHE RE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: I. ,DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOMI OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF PPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITA rE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHIC LE ENTRY DOORWAY. R302.9 FLAME SPREAD INDEX AND SMOKE DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4 R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED )INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.I10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPA13ILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1 Vs" OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF P/z" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01 ". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. R506.2.3 VAPOR RETARDER: A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. " GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 MZ) AND CARPORTS 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET, DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 O R INCH (12.7 mm) GYPSUM BOARD O EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING:' T. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED; PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMAIWDMA 250, OR FMAIAAMA/WDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER, TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES; OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICALUST SYSTEM EXHAUST SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LMITHE OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINMAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND REVIEWED FOR EXHAUST LOCATIONS IN ACCORDANCE WITH CODE COMPLIANCE AMCA STANDARD 550 IN FBC. ST. LUCIE COUNTY ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF BOCC RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT FI I F r.npy ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) r z w z o Y a a Lu m J cr O Y = 0, c co C3 rn cc 0 0 < z < ui Lu w =zwa OC Q U 0 Q 0 J 01 f/i cc w z z COMMUNITY: RELEASED: 3/10/20 Ii SHEET CS2 Iz 0 1' 35 SH 2 1 7 -7 i 15'-12 5' 42 13'-2" I 1 O - J 0 I GREAT xI —S OWNER'S S _ i ; ROOM y ,� I WIC SUITE � 8'-8" CLG. DD 18'-8" CLG. 8'-8" CLG. r I ti I c,.� REF. WATER 5 -2 <O N N LINE iv-10"81 Sn �N 3 0„ ---I 10'-2" '--- T�N (ACRYLIC PAN I DINING �� — � I � IsHowER AREA REF. n - I �!! 2 I 8 8' CLG. rp - - i O > vN � II3�—,Ilp0 II :O r, �Ala OS �1"I� " 8— O 0 8-2 .147n w 6" cLG 3 7- 11 KITCHEN '.. " I I 8-8 CLG 59 I -- ----- S co n l , 1"1 I I , to y 1 , 2 2 _ BEDROOM 153 00 2 3 8 Lo SIN 8'-8" CLG. -�---- ;: 34"x50" TUB PER p lIC COMM.PEC N P w Q 1 SHWR S 5'-32" 3'-112 2 2" 3' 71' 6'-62" � s HALL EX STE to PLUS. Ub > - 8�_ �� CLG. SIN r_ n ai s HALL - . 3 2 o m M BATH ¢ co 8'-6" CLG. N CL R&s 8'-8" CLG. 6 0 0 I ?s M 8 METAL RAG XFER I �--- -.--� LOCATION GRILL _ R&S CL -- -----_--- 8FOS C�G. r,� 2X6 AHU ON — BR - B 0V u? WALL STAND iU DD s I ti ADD 7/16" 1 3'-2"EQ METAL THRESHOLD XFER rr EX STE PLUS WEATHER STRIPPING 1 GRILL d =__� J OSBTO BEDROOM •IN MECH. CL 2 8'-8" CLG. ? D CEILING FOR BEDROOM 3 8'-8" CLG. 10 1u 1-02 n r n 3-112 1 In ,'.SOP FIRE RAFT 61_ In h1 711 2'-1" `-7213'-22-1� DD" DRYER VENT L, 3068 SOLID ®! rI' w - WASHER BOX w 31-72 w yy LAUNDRY PANEL DOOR +� y M EX STE 2X61 y 8'-8" CLG. EGRESS 111 N 00 PLUS WIC WALL' a _ <i w 8'-B" CLG. �nN p uj o 3-102" 3'-52" 4 11 T 2" 10' 2" i t7i 51I ENTR BR a 8'-8" `Q W/D SPACE 2868 SC W/G. wH �I I SELF CLOSER AND MOISTURE XFER _ 10 METALTHRESHOLD " BOARD ON RESISTANT "'QP GRILL j CL I I ¢ 1/2" WALL WEATHER STRIPPING 2 I I --- DRYWALL CLG. L ----- , R&S GARAGE SIDE F " BOLLARD PER 00o PROVIDE 22"X54" METAL THRESHOLD WEATHER STRIPPING 2X6 INSULATION ATTIC ACCESS COMM. SPECS. WALL -- L IU/C AS REO'D ---- ----- SOFFIT I--- ------ AT 7-4" WET BAR LOCATE MICRO. 3'-7" T 11" IN UPPER CABS, LINE OF 2" N N CONC.CURB I O N. F----------------------- -------I I EX STE PLUS r I LIVING ROOM `\ 8'-8" CLG. j `� 2 CAR GARAGE �� I LOCATION VARIES 8'-8"CLG. i PER MAIN WATER SERVICE CONNECTION 35 SH N 16070 GARAGE DOOR 5'-11" 5' 9" -4' 16'-0" I 1-4 1 4' 8" ,,' s" 18'-$" FIRST FLOOR PLAN 35'-0" Qi SCALE: 1/4"=V-0" I, I I I I x3'-0" 771 6'-6" 6068 SGD TEMP Jo'-U- 17'-2" *35 SH 54"X63" EGRESS LEGEND SYMBOLS BUILDING/WALL SECTION MARKER SHT OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE �P 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 3/8"THICKX 21/2"WIDE SOLID SURFACE ANGLE BRACKETS FOR OVERHANGS GREATER COUNTERTOP THAN 10" @ 32" O.C. 16 MIN @ 1 OH TOP PLATE 2x6 STUD WALL 14' MIN @ 1 OH 1'-2"MAX. .SEE PLANS FOR WALL LAYOUT 1 /2" GYP. BD. tBASE CABINET AS , PER SHOP DWG.J iu WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR TYPICAL DOOR JIPLACEMENT DIAGRAMS ..® E.Q. @ E.Q. O DOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. O DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. REVIEWED FOR CODE COMPLIANCE ST. LUCIECOUNTY BOCC n a n n 0 Z a Y � Q � J G co O x 1oF O � Lo ro U O ¢ z no u _ z ¢ ¢ QULLI o Q��rn C7 1n • 4 � MZ ga p Q O O Z Q O O ®y/� Rr1 LL z ® ¢ _Z p w Se U ILL-0 � U o E O �� a w x w O F zz ii w 4* Frw1 �S ® Ur! p z J a F�1�1 '.y ,g'1„ 111�1 o_ W Lu cn i�� • • w I- i ui z z ...1 ¢ w o COMMUNITY: I SHEET A I . `I ROOF SHINGLES PER COMMUNITY SPECS. vill — "35 SH 35 SH 6068 SGD REAR ELEVATION SCALE: 1/4"=1'-0" �5.12 5.12 �\ ROOF SHINGLES \ COMMUNITY SPECS, R 12 12 6" ALUMINUM WRAPPED 5 / 5:12 5 FASCIA W/ VINYL 6" WIDE / VENTED SOFFIT, TYP. / STUCCO BAND 6" ALUMINUM WRAPPED T.O. MASONRY FASCIA W/VINYL colv'', (+1) VENTED SOFFIT, TYP. M — i0 T.O. WINDOW ---1 , Tp i rL bo L] O FIN. FLOOR 6" WIDE STUCCO BAND (+1) ' ', � � N 3068 I � 16070 GARAGE DOOR SOLID PANEL DO OR FRONT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE l KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE / 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 C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BYASTM C1063 (CURRENT EDITION) CODE C, ST. LUICIE COUN SOCC a z o Z Q ¢ LU ¢ W � ED J O " Y = o � O � � "o O ¢ z mi Lu z Q V � Q Q U Q 0 J 0 0 U) Q.1 g �q r` Q� v I� z w O co z z a O Q Q w 3 0 0 r� V MO W Ln L0 0 0 0 U) w 0F ir Vw z ' z z ¢ Ir o ° Z> Ir Z LL w U w i O F�1 w IL w cr w co w w O a z z w It w ¢ z a z z z _� w w O a z 0 z 'Lcr 0 9 U) w w U) w J TY: U) w W IL IL ,6 w w 3/10/20 w SHEET A2. 'I Y ROOF SHINGLES PER COMMUNITY SPECS. 12 \\\Q 5 LEFT ELEVATION , SCALE: 1 /4"=1'-0" 1'-0 FIN. FLR PAINT AND FINISH SCHEDULE I 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 & 01063 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) REVIEWED FOR CODE COMPLIANCE ST. LUCRE COUNT, BOCC 10 0 0 r� VI U O ~ MO W Fit W 0 W J Q U) Lid Oct .J w J f c SHEET A2.2 m a w IL 0 a x w x O 0 z x c0 a O 0 co H K 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. 1N. 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 MMI BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT 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 ROOF PLAN SCALE: 1 /4"=V-0., O 1✓ w ,O Z _ w co _ C7¢ I_ m w < cc . =zcoP t- Z ¢ ¢ 0-¢Uo ID Q ❑ J O (n REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ' g ti Q� N �q CZ 0 r C < o la—` z LLJ U) z z <t O LLI cr O x F__ 3 cc w z z x O g 0= O LL z z in 7 U O Ir EL Et w m RELEASED: 3/10/20 SHEET A.a. I M w U) w x z w LL 0 cr a- ct w x O z Y gQ J ' � N w� o_ fm 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) FOLC WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-112" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT �- SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY z (�� M/N in I 3 STEP 1 0 FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. STEP 2 FOLD INWARD @ PT. A CREASE @ PT. B WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY n tss o z r a Z � Q Q Q J a Wco LL � J O Y = O C3 0 ¢z aLLJ y� 0: =Z0)a U 3:z a Q CD ErQU� C3 Q0 rn 4 09 ccr Lu Z z LLI r o U z U� o p U) mO W(L ed' lima aw O r J 'Q I U I.LI i w to «s J Z z Q a w I W z 0 r z m 0 o LIJ A d m z C a W a = z Lao r O 0 no a a xz �aaaa m a O U F�- co W i W uj W Q J COMMUNITY: I WATERSTONE Lu a PLAN # 6076 w RELEASED: 3/10/20 w SHEET O '. _ z Q wpw l z 0 Y CONC. STOOP LELIA LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3Wx1917 S.F. 5751 SMALLAPPLIANCE 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 AC LOAD 6500 TOTAL LOAD 27740 KVA/240V 116 AMPS LOAD CALCULATIONS SCALE: N.T.S. 150 A METER COMBO 120/240V 1 ph. N3R 22K AIC 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 1 P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 #12 1P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A 1 P #14 #12 1P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1P #14 #12 1P 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 U40 SPACE PANEL SCHEDULE SCALE: N.T.S. 150 A MLO PANEL 42 CIRCUITS N1 2" PVC STUB #4 GROUND WIRE - DOWN FOR FLORIDA BLDG STEEL POWER & 3#3/0 AL, 1#6G 1 Y2" C LIGHT 2 GROUND ROD Y8'x8' GALV. ELECT. RISER DIAGRAM SCALE: N.T.S. P.B. FOR CHIMES ADD BLOCKING AS REQ'D 60" A. F.F. WITH STRUCTURAL BACKING FOR TV FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" A/C DISCONNECT WH DISCONNECT IRRIGATION TIMER LOCATION VARIES PER MAIN WATER SERVICE CONNECTION FIELD VERIFY METER REVIE CODE C ST. LU( ELECTRICAL KEY k& DUPLEX CONVENIENCE OUTLET 4�1 WEATHERPROOF DUPLEX OUTLET All GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH �1 KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE �P LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN 0 EXHAUST FAN/LIGHT COMBINATION 9 CHIMES (OPTIONAL) E PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR t4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q� ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q 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: SWITCHES ........... 42" OUTLETS .............14" ABOVE COUNTER OUTLETS... ... 46" 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. 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 �i1. GFCI DEVICES SHALL BE READILY ACCESSIBLE If r12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND COPY DISCONNECTS IN COMPLIANCE WITH NEC'1 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. n IT n 0 z ;-0 rn aft -. UCD¢z l m U3" t =zU))I¢- z¢ ¢ IrQ0go 0 <0Zi W rr CC5 v �0. 0 C O F Oc k E h 0 Oa o O I••� w Lim r i Ln Vl v�I r�� 0 w U) w 1.1.1 ,-_I RELEASED: 3/10120 SHEET El.l m .. co _ E: w a n- a ui w _ 0 O 0 z _ 0 cc d O 0 to w g 0 z z z 0 3' 2 2"WIN AAV PLUMBING RISER DIAGRAM SCALE: N.T.S. SHR CONC. STOOP SLAB PENETRATION PLAN SCALE: 1 /4"= V-0" Z O ® �d ° ® a z ® z z z o LLI U 0 U i O w = r W m O Lo O z ui m ® I1 ^ jr G U z z w o o z : I d.l g a w U) m w W Nick 0 z w U) g IL oz W a U rs m H m w m w m w m J LU ¢ COMMUNITY: WATERSTONE a PLAN # 6076 w i O RELEASED: 3/10/20 SHEET x z P`I.1 z 0 CONC. STOOP 3 2 I I I GREAT ROOM OS OWNER'S SUITE wlc 101-101, 33„ 4 DINING F-F - I AREA I REF. — —I \� i I ® 1 _J II I I I❑0 1 I I OS I I I LIN. BATH O 15,_9„ _ _I a 12' 9" KITCHEN 1 11'-111 z"vT Jll BEDROOM 2 9'-52" AAV I ----- HALL BATH STE PLU BATH F — - HALL 1 ° SHR L — — _j CL FOYER EX STE PLUS _ J O DESLEEVETE BEDROOM ----- BEDROOM 3 cpe i\ I 12 4" cl LAUNDRY - c? `o et EX STE PLUS�- Lo Q LID NBC 00 I � � 7,.82„ 01) 00 ENTRY SIN M M of I W/D SPA WH 1�P r.— _ M M M I I o co I CL I I L—_J -1 M R VIEWED FO - L C E O PIA CE ST. LUCIE,`C U TY TW BAR N 6'-02, B C 7'-22" 0 10'-7„ T 'rr\--------------- --�� FILECOPY r EX STE PLUS \��� ��i LIVING ROOM 1 \ LOCATION VARIES 1 1 2 CAR GARAGE \ PER MAIN WATER �� SERVICE I / / \ CONNECTION 41 PLUMBING RISER DIAGRAM scALE:`N.T.s. - ---_- SLAB PENETRATION PLAN SCALE: 1 /4"_1'-0" w Q J uj W Ir X w W 2 0 z a z z z 0 _ Y MA50NRY LINTEL ASSEMBLIES 5EE WHEDULE AND 5PEGIFIGATION5 FOR ADVL INFO GROUT ZPRErA5TL1NTFLK/ ' EMBEDDED REINF. AGROUT BOTTOM REINF. PRECAST LINTEL w/ I I EMBEDDED REINF. MB-1 MB-2--1 m� U TOP REINF. OR CANT. BOND BEAM REINF. (ANT. BOND BEAM REW A5 REOV - BOTTOM REINF. PRECAST LINTEL w/ EMBEDDED REINF. BOTTOM REINF. • __ •- PWAST LINTEL w/ EI.1dFDDED REINF. � 74 ' MB-3 ME-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-08/OT ----- ----- MB-2 8P6-IB/OT ----- (I) #5 MB-3 8FI6-IB/IT (I) #5 (I) #5 MB-4 5RFI4-IB ----- ----- APPROVED LINTEL MANJFAGTURER5 ARE: CAST-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k@I 6, ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DESIGN. 7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUCTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P555-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR 1N CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2 •FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DES16N BASED ON AGI 318.CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = Z500 p5I: ....... FOOTINGS 2,500 p5l .... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ..... REBAR • ALL CONCRETE' EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 1?15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 PSI w/ MAX 3/8 AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GgO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (PM = 1500 P50. ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • EREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (U #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N:WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB 6RAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED a 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CO NECTION 5PECIFICATION5 (TYP. U.N.O.) DESCRIPTION OF BL06. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/BLK'&. (3) NAILS ® 4" o.c. (3) NAILS ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5), TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 5) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS a 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 1611 O.C. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTERSECTING WALLS' (2) NAILS (2) NAILS * 21/2"0.113 15 AN ACCEPTABLE ALTERNATIVE TO A YW,120", 5AME SPAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE 6th EDITION (2011) FLORIDA BUILDIN6 CODE (SECTION 160q) D LATERAL E516N REQUIREMENTS FOR THE FOLLOWING WIND SPEED � EXP05URE ONLY: 165 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT ENCLOSED, +/- 0.15 ANY WIND SPEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP STRUCTURAL EN6INEERIN6. EXTERIOR $ SHEAR WALL SHEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES SHEATHING AND/ OR FA5TENIN6 5PEGIFICATIONS BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED w/ PI 22Y2"x0.I31" NAIL ® 6" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED W/ P3 2Y2"x0.131" NAIL5 @ 3" o.G. ALON6 PANEL t ED6E5 AND 12" o.c: IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 7/I6" PLYWOOD OR 0513 FASTENED w/ 22, "NO.131" NAILS @ 6" O.G.AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) 1. ALL PANEL E06E5 SHALL OGGUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER W 3YYxO.131" NAILS ® 16"o.G. USE (8) 3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENTS 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FAGE5 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 OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window 4 Door Allowable Wind Pre55ure5 165 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONES END ZONES 8' Garage Door +25.8 P5F/-28.3 P5F +25.8 PSF/-32.3 P5F 16, Garage Door +24.5 P5F/-21.0 P5F +24.5 P5F/-2q.b P5F 10 SOFT. +2q.4 P5F/-31.q P5F +2q.4 P5F/-3q.3 P5F 20 SOFT. +28.1 P5F/-30.6 P5F +28.1 P5F/-36.7 PSF 50 SOFT. +26.3 P5F/-28.8 P5F +26.3 P5F/-33.2 P5F 100 SOFT. +25.0 P5F/-27.5 P5F +25.0 P5F/-30.5 P5F 500 SOFT. +21.q P5F/-24.4 P5F +21.q P5F/-24.4 P5F (DEnd Zone 15 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 ASGE 7-10 section 2.4.1 from ultimate pressures. Divide allowable' pressures above by a factor of .b to obtain ultimate pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 7/16 MIN: 05B/PLYWOOD SHEATHING 24/b,; EXP05URE 1. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"xO.115' RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O:G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRA6 TRU55E5 w/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S B651 I GUIDE TO GOOD PRACTICE FOR HANDLING, I1\15TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3NO.131" NAILS a 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH 51N6LE ROOF TRU55 BEARING ON < 15, SIMP50N H2.5T WOOD STUD WALL/WOOD BEAM > 15' 51MP50N H10A ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 51N6LE ROOF TRU55 BEARING ON OPT. A 51MP50N HETA16 OPT. B (1) HETAI6 EVERY TRU55 + (1) GMU WALL (OPT. A TYP. U.N.O.) ADD'L HETAI6 EVERY OTHER OOF G.T. FLUSH BEAM OR FLOOR T. BEARING ON GMU WALL ALL (2) 51MP50N HETAI6 IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS LEGEND • ® INTERIOR BEARING WALL • == == BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL • 1 - EXTENT OF OVERFRAMIN6 •-- - - _INDICATES I/6"x1" SAW GUT CONTROL JOINT ED INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTE5) JL METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL SPECIFICATION FASTEN BUILT-UP PO5T5 5UPPORTING ROOF G.T. TO GMU WALL w/ (1) 5IMP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO CMU. DESIGN ACCOUNTS FOR REDUGED STRAP GAP, FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR WOOD GON5TRUGTION" LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN& STAIRS) = 30 P5F @ 5LEEPING AREAS = 50 PSF @ GARAGE DEAD 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RI5K GATE60RY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP STUD' GRADE LUMBER ® 16" O.G.; OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS SPACED ® 16" O.G. (MAX). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN& STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS N/ 3-ROW5 OF 3"x0.131" NAILS® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 7/I6" 055 FASTENED W 2Y2"x0.131" NAILS @ 6" O.G. @ EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L51_ - Fb=2325 p5I; Fv=310 psi; E=1.55AW6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"b psi . FOR 2 15 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.151" NAILS a 8" GIG OR 2 ROWSY4"x3Y2" 51MP50N 505 5GREW5 (OR 5�/2" TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 56REW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ CMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 a 24" O.G. REVIEWED FOW CODE COMPLIANC ST. LUCIE COUNT' BOCC FILE COP"i seal: I" % N o *' OF :=a • O 'C9 . 0� c L O P © copyright:' �I �� Structure ngineeNg Inc. 1..� cri z J L W W z o z CD w oa_. J Q �_ Z � Q U t- U V Q Cn WCID� tea, Iz a 2 J m rz Q. J z M C= �N.1 p op op o o coo y LU m LO O N OC m CL M&K project number 068- 1 9051 project mgr: N J M drawn by: P H M issue date: 03-05-20 REVISIONS, date: initial: 1 d Ca iz 0 J LIL iV W o OU z W W U JLd O U) �-1 Z Q L W T�,-JT W �' Q r� v! J O sheet: SM0.0 0 rm- 0 i m 0 3 d- 5D-I IN . o I 35'-0" 21'-51 PATIO SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 IN.) W 6x6-NI.4xNl.4 q 2 MESH OR FIBER MESH 2 5D-I 5D-I 3 Y2 STEP ON q5% GOMPAGTED 5D-I FILL. .. .. LEE MR 21 � I I I S.G.D. REGE55 PER i MANUFAGTURERS r INSTRUGTION I i I , I I CONCRETE SLAB: I 3 Y2" GONG. SLAB ON 6RADE (2500 PSI MIN.) w/ • I 6x6-NI.4xNl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL. I NOTE: REFER TO BLOCK PLAN FOR ALL.DONEL LOGATION. DIMEN51ON5. I � I �3 Y2" STEP - I I .• • 12'-4" i 18'-0" IOf ---5Y2"STEP-- — -----� SD -I 3 Y2° STEP i 4 � I I I I 5D-I 16 I I STEP I I VARIES GARAGE SLAB: I 5D-I I 3 Y2" GONG. SLAB ON GRADE I (2500 P51 MIN.) W 6x6-N1.4xN1.4 MESH OR FIBER MESH OVER 6 3 I MIL. POLY ON 15% GOMPAGTED FILL. I I 4 N i Cz' I • I I Lto 0 I L— ----t --- ---� 2 IN I J. 35'-0" 01 01 • Z • SCALE: 1/4"-I'-O" (22x54 SHEET) SCALE: I/8"=1'-0" (Ilxll SHEET) LEGEND • INTERIOR BEARING WALL • ____= BEARING WALL ABOVE . BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 •----- —----1NDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT Ill INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) JL METAL HANGER - INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTES � SGHEDULES REVIEWED FOR CODE COMPLIANt ST. LUCIE COUNT BOCC Cut Seal: a��`, G• FR►C/�G' �'�� . BEN sF • ., = r r r I t2� *: �F :W. 0: S'T E P :cC 0 A\O.Ssfo�1 © copyright: muf itwhll� P� `, Structural Engineering, Inca ..o; a� z JL w w Z o C7 rn z w CL. J a Na Z A UZr G cc C C W '- mIz T� E + a Jz W OP Y O o cv y mug W o cv OC m a M&K project number: 058- 1 905 1 project mgr: NJ M drawn by: P H M issue date: 03-05-20 REVISIONS: date: initial: CZ' C Q) d a 0 L_ z 0 U T� W W D z 1-- 0 J) Li 0, 0 I^ U) LoLd LL1 1~ d sheet; FIl LEGEND seal: b 35'-0" Q a • ® INTERIOR BEARING WALL:' 2 6" 46 I'-2" 61-2" 5'-11' 5'-11" 4' 6" 5'-4" BEARING WALL ABOVE w MB-I MB- MB-I • � BEAM /HEADER :'0 S ptE P . Z • 1 .. . . 0 9 O F • LOCATION AND EXTENT OF SHEARNALL © copyrgfrp ' A��'1`� cs i - f9 re • I::: EXTENT OF OVERFRAMIN(5 CD z • - — —INDICATES 1/8"A" SAN GUT CONTROL JOINT w 04) w ❑ •❑ INDICATES LOCATION OF REINFORGED GMU GORE z CD (SEE NOTES) Z O UL METAL HANGER LLj v _I INDICATES P05T ABOVE. PROVIDE SOLID ? E E BLOGKIN6 UNDER P05T OR JAMB ABOVE. — 0 —I u� N I T ' Ln o N I 3'-2" _2 O - O o m 0 0 I (�1 N I 0 a • 77 m L(� , MASONR`( LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-06/OT ----- ----- MB-2 8F8-IB/0T ----- (U #5 MB-3 1 8FI6-1B/IT (1) #5 (U #5 M13-4 8RF14-I5 ----- ----- APPROVED LINTEL MANUFAGTURER5 APE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED, 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW W� c/' m _cm a a. JZ -o LIJ Y CD 0 � O f9 y M ui LY o N OC m n M&K project number: 068-19051 project mgr• N 1 M m drawn b . MASONRY LINTEL ASSEMBLIES tAinitial: issue date: ' SEE SCHEDULE AND SPEGIFIGATIONS FOR ADD'L INFO ui GROUT GROVE REVISIONS: BOTTOM �PRE-CAST LINTEL w/ � PREGPSTRLEINTEL w/ date: Q 0 �i— �t Lh MB-I - Ln in .. .. 0 LU N (V Y� • I I — � r— CN n a - MB-I • ❑ LLoJ[L,: MB-I PROVIDE (2) #5 • BARS IN EAGH CELL ME-3 e 8 1 1I 3 8 4 6 136 0 I -4II I_ II 1_ II 3I_ II 1'-4" 16- 55'-0" ri�) BLOCK PLAN SCALE: I/4"=1'-0" (2244 SHEET) SCALE: 1/5'*'-0" (110 SHEET) ■ EMBEDDED REIN. EMBEDDED REINF. MB-2 . OR CONT. M REIN. GONT. BOND BEAM REINF. AS RWV LME3-3 INTEL w/ REMF, _ 6ROI7T BOTTOM REIN.EIN. PRECAST LINTEL w/ I EMBEDDED REIN. .. ..-_a, I MB-4 LREFER TO 5-0.0 FORT (PIGAL 5TRUGTURAL NOTES � 5GHEDULE5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC C O Q rr 0 LL z 0 U w U Uj Z Q J M< z 0 LO U) ® LoLij W >~ Q M J j sheet: Fm2.0 nPT R I IPI IGT TnCJ (5EE UPLIFT GONNEGTOR 5GHEDULE FOR MORE INFO) I 5D-2 - U- T, LU u- \ HIP GIRDER TRU55 \ S) o J® I I I I I I I 5D-2 � I I I I I I I I I 5D-2 7. I I v� V- LU N � 3 I / z rx uJ / ZO I / I I I \ --- -- ----- I / VALLEY TRU55 / \ O.F. ® 2411 O.G. 3 / 5D-2 / HIP GIRDER TRU55// F L / HIP C71PDER TRU55 I , O 5D-2 Q / w I C I iL I — — I ll 5D-2 I OPT. B UPLIFT CONNECTOR 5D-2 cIlMI 1r1 i.�uuri r�,l-� ��Ilr.vu I J C LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r- --1 I: I EXTENT OF OVERFRAMIN6 • -----INDIGATE5 I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTE5) JL METAL HANGER * INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. RO®� FRAMING PLAN SCALE: I/4"=1'-0" (2244 SHEET) SCALE: I/8"=1'-0" (Ilxli SHEET) ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/Ib" MIN. OSB/PLYWOOD SHEATHING 24/y, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %`x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) o b" O.G. AT PANEL EDGES 8 0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END t DRAG TRU55E5 w/ RING SHANK NAIL5 0 3" O.G. N.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA t TPI'S 13G51 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH t EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH t SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH SINGLE ROOF TRU55 BEARING ON < 15' 51MP50N H2.5T WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) SIMP50N HT520 51N6LE ROOF TRU55 BEARING ON OPT. A 5IMP50N HETAI6 OPT B (1) HETAI6 EVERY TRU55 + (1) CMU WALL (OPT. A TYP. U.N,O.) ADD'L HETAI6 EVERY OTHER OOF 6.T. FLUSH BEAM OR FLOOR .T. BEARING ON GMU WALL ALL (2) 51MP50N HETAI(b IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/fP1-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MQK HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING 5HALL SUPERSEDE THE TRU55 MANUFACTURERS UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTES $ 5GHEOULE5 REVIEWED FOR CODE COMPLIAV" ST. LUCIE "I "` BOGS FILE COPY seal: S�9 G• FklL®N624 0 © copyright acD Z J= w w Z o �CD z w J a � a Z= Q U itmY a= W� __Ei c/) M DE a JF- > . D o °o Z N CD O C9 UNJ m` n N � M d M&K project number: 068- 19051 project mgr: N J M drawn by: P H M issue date: 03-05-20 REVISIONS: date: initial: z T� V Z LL 1L 0 0 sheet: �ICU O d 0 J Z O U �—� Ld Ld D J 0 co LLI �1 O 1— __, Lip Lo LLI w ~ Q J J Som I . 3 t •.JLL VI LII I VVI'11YLV I VI\ Jill ILLVLL .r FILLED GELL5 (5EE PLAN 4" 6ARA6E TOP VIEW @CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND 6ARA6ESLAB m 4: (SEE PLAN) t � °I 1111=°III—I L' III=III III—III=1 I I—III=1 I I' 16"x8" THICKENE =III=1I 1=1I I —I 111I1=1I1=IIII-- = E06E Wu (2) #5 —1I 1 I —1I11=1 I 1-1 11=1 11= GONT. I l„l 11= 1 I 111-111=1 THICKENED EDGE ® GARAGE DOOR DETAIL IJ SCALE: Nis 8" GMU BLOCK 8" WIDE CONT. GONG.GURB a ' (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL 6ARA6E 5LAB MIN. 30" GROUT CELL } (5EE PLAN) 50LID z Q ° I III 111=I I I - GRADE — e III -III III=III ' • � III—III-d I —III III=III III —I I1= I- QI- - 1) #5 DOWEL VV 6" HOOK AT 11— ALL VERT. WALL REINF. (5EE PLAN5 FOR LOCATION IC -III III —III I _ GLEAN COMPACTED I" 111 -1 I= 1 FILL ® 95% 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND 5TORY WALL 0GGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 GARAGE CURB DETAIL SCALE: NTS 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR --OVER %" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD HOU5E 5LAB 5ET IN SEALANT (5EE PLAN PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN5) PER MANUF. ° � °III=11 11=111= III=1i1 111 I I=1 ' III —I_ � III —I I I I III-11 I I I- ' 11i1i � 1=1 1" . I n III—i I r N v I1=1I III III= �1 III Illii,- MONOLITHIC „III 111111 III l 1 FOUNDATION w/ (2) #5 GLEAN COMPACTED - L - FILL ® 95% 5TANDARD 1'-0" GONT. ON GHAIR5 DENSITY AND TERMITE 7 MIN, TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE I'-4" WIDE w/ (2) #5 BAR5 `1 EXTERIOR OUT5WINIS 4 56D POURED SILLS DETAIL rt \\ I SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIP5 -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT GELL 50LID z X ° -4 ° -111 III III —I a� O GRADE I III=III 11 III. "' =1 I I-III=a I III ° e I I —III III=1 I I- ' o I I I=7-'III—III ° I -I l f_I I I=III _,III -_"I II a' III=III--III- = m _ =11 I f l III 1=III= -=III III U #5 DOWEL W/ 6 HOOK AT ALL VERT. WALL REINF. 1 I I ill II-1 (5EE PLAN5 FOR LOCATION) I I_I I Will I I II I— ' GLEAN COMPACTED 111— 1 Seal: ,e,0`SeG. FRI( jN.N'' INS 0 : 7 *7 * :LU- p F :-0•.• g7ATE .=ate �090 . Q L Ei Qp MUL41�j1 Y2 GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. © copyright NMQP� 10 Structural Engineering, Inc Y2" J-BOLTS 6" FROM EA. CD END OF WALL AND z 5PAGE o 52" O.G. oc 2" L(6" MIN. EMBED) LU �-� < ? PT BOT. 5TUD PLATE TIE5 PER PLAN ® STUD TOP $ — m - w < PLT. ° BOT. + °' RGH/LANAI 5LAB ° Q Z z CCo U C CD � c G F- `2 m W (2) #55 GONT. W/ 3" MIN. CLEAR ¢ I FILL o 95% -0 HONOLITHIG FOUNDATION 8"x8" THICKENED -1 = —11= =1 _=III--' Z 2 o 5TANDARD DEN5ITY MIN. WG (2) #5 GONT. ON CHAIRS 5LAB I V (I) #5 GONT. —' i'—' W m WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND y LU CC o co m L6 M o 8" CMU WALL 5HOWN, FT6. 5HALL ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A BE 1'-4" WIPE w/ (2) #5 BAR5 CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 2 FOOTING SEGTIION W/ BLOCK DETAIL �THIOKENED EDGE DETAIL GARAGE STEP DOWN DETAIL SCALE: NTS FzW SCALE: NT5 M&K project number: 068- 1 905 1 project mgr N J M drawn by: P H M 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO 3 „ 3 „ 03-05`20 BEYOND OVER %" FURR 5TRIP5 OVER /a FURR STRIPS OVER /a FURR STRIPS 8" GMU BLOCK EXTERIOR DOOR -PER BUILDER BOND BEAM. LAP w/ -PER BUILDER PER BUILDER FOUNDATION DOWEL MIN. (I) #5 VERT. FROM FT6. TO REVISIONS: MTL. THRESHOLD HOU5E 5LAB 30" GROUT GELL 50LID HOU5E 5LAB BOND BEAM. LAP w/ HOUSE SLAB SET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI (SEE PLAN) FOUNDATION DOWEL MIN. (5EE PLAN) dater Initial: PAVERS 5LAB OR PAVERS 30" GROUT CELL SOLID (5EE PLAN (5EE PLAN5) 4 1, Nil —III=III III-1111 9 e °-111=III III=III o RARE III 11=III=III I I I-I11_I I-111I III I_I LI_I 1=1 I_I 11=11-1 III-� I III ° !I III I-111-111--' =III —III -I II I' m III III -III -III a 1=III III -III-'' 1111111 11111 1111 ` ' ° ° 1111111 I1�i 11 EXP JOINT U 11111111.. 11 i1111111111111; z 111LL =11 I1111111 IF — m III 1-1- m = 1 a = - PVG CHASE SLEEVE TO BE cp 1 _ 1) #5 DOWEL W/ 6" HOOK AT 1 II-1-1 TWICE THE DIAMETER OF ILI -_ _ _ III=III- ALL VERT. WALL REINF. O III — ( — --III= PROTECTED PIPE CZ-4 1 111 111-111' IIII1— MONOLITHIC 1—111=111-11 11; (5EE PLAN5 FOR LOCATION) = 1 11111—111-111 L 11 •,r �+ I I-1I 1=1 I I —I 11-1I I_ I I III —III —III I I _,/�= I I III —III —I I1= GLEAN COMPACTED FOUNDATION DV/ (2) #5 GLEAN GOMPAGTED —1 -III-'' GLEAN COMPACTED -III-11 Rf GONT. ON GHAIR5 FILL ® 95% MONOLITHIC FOUNDATION FILL ® 95% MONOLITHIC FOUNDATION Q FILL ®95% STANDARD -O I'-O" TY AND TERMITE STANDARD DENSITY W/ (#5 GONT. ON IN (� r W/ (2) #5 GONT. ON GHAIR5 DENSISV TREATED MIN. MIN. GHAI STANDARD DENSITY R5 MIN. O WHERE 2ND 5TORY WALL WHERE 20 5TORY WALL WHERE 2ND STORY WALL OGGUP5 DIREGTLY ABOVE THE OGGUR5 DIRECTLY ABOVE THE OGGUR5 DIRECTLY ABOVE THE O 8" GMU WALL SHOWN; FT6. SHALL 8" GMU WALL SHOWN, FT6. 5HALL 8" GMU WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 BE 1'-4" WIDE w/ (2) #5 BAR5 BE 1'-4" WIDE w/ (2) #5 BAR5 6 ENTRY DOOR IETAIL EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL 8 CHASE DETAIL SCALE: NM SCALE: NT5 5GALE: NTS d REVIEWED FOR X CODE COMPLIANCE 0 ST. LUCIE COUNTY -J LL. _J z D w U L FILE Cc J Ld z n J I� 0 }- 0 L' Q 0 z LO U) LL sheet: 5DwI a PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA TEN F SHE HIN 5 ROO AT 6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAIL5 ® b" Q.G. Q 5EE UPLIFT CONNECTOR - 5GHEDULE ON PLAN5 FOR Ln CONNECTOR 5PEGIFIGATION5 2xb FA5GIA -SEE ARCH PROVIDE M015TURE BARRIER 8" GMU BOND BEAM PLATE (PER TRU55 MANUFJ W/ (1) #5 GONT. EACH TRU55. 8" REINF. GMU WALL -5EE PLAN FOR VERT. VERT WALL REINF. TO B HORZ. REINF. 5PEC5 EXTEND INTO BOND BEAM 5EGTION PROVIDE 50LID SHIM BETW'N TRU55 $ GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2 FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2° FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHIN6 TO FA5GIA KITH 2 %NO.I13" RIN6 SHfINK NAIL5 ® 6" O.G. 2xb FA501A -5EE ARGH REINF. MA50NRY LINTEL/ BEAM - 5EE PLAN FOR 5PECIFICATION5. NOTE5: BOND -BEAM y I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF Wb"x4" TAPGON5 6" FROM EN05 AND I6" O.G. MAX. TAPGDN5 TD BE I Y2" MIN. FROM EDGE OF BUCK. PRECAST 2. BUGK5 LE55 THAN 2X TO BE FASTENED WGUT NAIL5 OR EQUIVALENT. HEADER 5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN I TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUGKED OPENIN6, U5E (5) ROW5 OF 3NO.131" NAIL5 5TA66EPED ® 12"O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET.' 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) BUCK SPECIFIED ROW5 OF 2%'2"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURERS 5PEG5 BY WINDOW/DOOR MANUFACTURER WINDOW/DOOR BUCK DETAIL SCALE: NTS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE Y4" DIA. HOLE FOR DETAIL5 FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. IN5TALLATION HERE IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL b" INTO EXI5T'6 I . IN GROUTED CELL SLAB, EPDXY 8 DRIVE J #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE I IZ III -III -III -III -I GRADE T7111 III=III I I=III III III-'' ' 11111111111111 11, -III-6I I- ' 5 MISSED SCALE: NTS RETROFIT DETAIL _ SIM. ® GMU STEM MM DROPPED GRADE 5EE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 SECTION SCALE: 9/4"=1'-O" 2x8x12" P.T. CL OF OPENING CENTER BUCK —A %" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X8 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) YW DIA. J-BOLT W/ 5 Y2°,,,,. EMBEDMENT AT EACH DOOR BRAGKEf" EACH 51DE OF DOOR. PROVIDE I-Y2"O(W THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) START BOLT5 AFTER GARAGE CURB (8" MAX) &ARA(5E DOOR BUCK DETAIL K SCALE: NT5 VALLEY SET OVERFRAMIN6 I ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTCR ® 24" O.G. ROOF TRU555 TYPICAL OVERFRAMING CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM -.,-�GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED 6A5T-GRETE WINDOW SILL, OR EQUIV. CAST-GRETE WINDOW SILL, OR EQUIV. DOUBLE WINDOW MASONRY PIER DETAIL SCALE: NT5 TRIPLE WINDOW SIM. ALL LAPS IN MA50NRY 25" RUNNING BAR— #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL REINFORCING DETAIL RETROFIT DETAIL SCALE: 3/4"=I'-0" seal: N S k-r�is a. (ASE OF : w� 9' >cr-; JPSSIONA © copyright: MULf�i�l�l�6�1lIIL��� Structural Ehgmeering, Inc. _. ;.. az Z Jc= w w o M Z a w a J � Q ¢o Z= U U d. m W va S m =—J a >. o Z CD W Y o � o y m to S W 25 N i� COc. M&K project number: 068- 1 905 1 5EE DETAIL I ON project mgr: NJ M 5TRUGTURAL PLANS FOR dfdWd b ADDITIONAL CONNECTION Y' P H M INFO NOT 5HOWN HERE issue date: 03-05-20 FA5TEN EA. ROOF TRU55 TO GMU w/ REVISIONS: 51MP50N M5TMI6 TW15T 5TRAP. FA5TEN STRAP TO GMU W (4)Ya" DIA x 9 date: initial: Y4 LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. - PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TD GMU w/ (3) Y4" DIA. x 3Y2" LONG TAPGON5. FA5TEN BLOCKING TO ROOF TRU55E5 w/ (2) 3Y4NO.I31" NAIL5 ® EA. END. C O Q _0 LZ 0 CODE v I LL -J ST. LUCIE COS er J SOGC�- L Ld U Q w W U �•Q J ® U? Ld 0 LO U) w W 0 Q rTH15HOME DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN sheet: & SHALL BE IMPLEMENTED INSPECIFIC AND ARE ONLY REQUIRED LIGABLE AREAS. THESE WHERE 5PEGIPIGALLY INOIGATEO RE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SDI*2 ,t } i PERMANENT ROOF TRU55 BRACING NOTE5: (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRU55B 5PAGED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "61,1IDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2005 EDITION). 2 TOP CHORD BRACING. TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PL0000/0513 5HEATHIN5. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DESIGN. 3 BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W8. GEILIN6 4 WEB MEMBER BRACING. THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTICAL5) THAT REQUIRE LATERAL BRACIN6/RE5TRAINT. a. T' OR 'L' BRAGE: WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWIN6, UTILIZE T OR 'L' BRACES (REFERENCE BG51-133 FIGURES 133-15 4 133-19). SHOP APPLIED REINFORCEMENT PER BG51-B3 FI6URE5 63-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORCIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • 'L' 4 T' REINFORCING TO BE A MINIMUM OF 10% OF THE LENGTH OF THE PED/VERTIGAL MEMBER • FA5TEN 'L' OR 'T' REINFORCIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 1/2") AT b" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 5HALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB vi/ (2) Ibd GUN NAILS (0.I31x3112"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRA6IN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL NEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIA60RAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS 0 SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 ROOF 5HEATHIN6 COMPRESSION WEB (SLOPING OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE 0 (3) OR MORE 1 x ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWIN65 FOR LOCATIONS) 2x 5TRON66ACK MAY BE INSTALLED FOR G0N5TRU6TABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD MOT REQ'D,FOR STRUCTURE) GONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (1) DIREGT-APPLIED TRU55 BAY AS SHOWN 6WB GEILIN6 SECTION B-B ALIERNAIE lkn10D WERE (3) OR MORE SHJN TP S AM 6RPA'FD WEB MEMBER REQUIRING B BRA6IN6 A5 INDICATED BY TRU55MANUFACTURER 2x 5TIIRON6BAGK5 MAY BE 2x 5TRON613ACK INSTALLED FOR GON5TRUCTA5ILITY (NOT REQ'D FOR TO KEEP EVEN 5PA6IN6 AT 5TRUCTURE) BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) DIREGT-APPLIED PLYWD/05B DIRECT -APPLIED J r I — L UK i DKMUInv ® 6N✓B 6EILIN6 WE135 DE516NATED BY TRU55 MANUR TYPICAL TRU55 ELEVATION PERMANENT 7RU55 BRAGIN6_ DETAILS 4 NOTE5 n SCALE: NONE DIRECT APPLIED 6EILIN6 • seal �%% g G. ER/L,N %�� N 4 *? Loc So 1tEOF COP�O.���,�v icSS/ QN P� I All `� © copyright: Structural Engineering, Inc. CD .� M Z J� w w z o CJ m Z w rz J � E E Z= Q F— U c c WC =°O E a >♦ � o Z -o o W Y can p o o o co y M u6 W C N C. cm o_ M&K project number: 068-1 9051 project mgr N J M drawn by: P H M issue date: 03-05-20 REVISIONS: date: initial: REVIEWED FOR O CODE COMPLIANCE I ST. LUCIE COUNTY U) ►L BOCC --� z F_ 0 Ld U Q J �' FILE COPY J Q 0 U) z 0 L Lo Ld t j .-1 �° UTTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN sheet: THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC, AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE NHERE SPEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. RSBw I 14 x14 '. 14 x14 10"0. I X-FER j X-FER 10x 10x8II I I. GREAT ROOM 179 CFM', OS OWNER'S SUITE I WIC 16z6x4 ' I 14 CFM 10x 10x8 165 CFM DINING I'I �6x6x4' AREA _.I 21 CFM — OS 10 x 10 x 8 I -L . BATH r 179 CFM 3 �.' L 50CFM EXHAUST 6x6x6 KITCHEN81 r CFM 6x6x5 I_... i 8x8x6 BEDROOM 60 CFM I 67 CFM P 50 CFM 50 CFM} 1(,,g�XHAUS XHAUST/Q 12"0. X-FER EXSTEPLUS AHU-1 BEDAOOM3.. 8EDR00M. o B.xi�8z6_ XFER 4"0 DRYERCFM EXHAUSTS 10 8x8x6 2" _ 62 CFM 6x6x4%<. 12x8 38 CFM' ?:I X-FER ENTRY LNDY_ /\W I CL x6z4 �FM 1 EX STE PLUS o 10 0 13 WIG ER — -.� 40DR ER EXHAUST ,. - I 10 x''.10x8 203 CFM ER STE PLUS ICI' LIVING ROOM 2 CAR GARAGE T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETIURN. DO NOT SCALE PLANS K. HOVNANIAN WATERSTONE LOT-55 /iRMINA PLACE FORT FIERCE, FL 34982 s