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HomeMy WebLinkAboutBuilding PlansDawn Boggio-Korbelak,RAAAMICARB Digitally signed by Dawn Boggio-Korbelak,RA,AIA, ABBREVIATIONSAS 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 G ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING SM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING INTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK CHGO OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROLJOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNC '. CONC. CONCRETE 1/R QN€ 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 DI& DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D 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 SO 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 we WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB >L'l1aI1 / all iM jes .0 Matawan Road Mataw. ; It ELE'VATION "A 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 m 4/17/20 ADD WP-1 SHEET, RELOCATE CMU OPENING WATERPROOFING TO WP-1 SHEET, REMOVESUB FASCIA FROM WALL SECTIONS, ADD OUTLET IN OWNERS SUITE, RELOCATE SWP, REMOVE BLOCKING FROM KITCHEN/HALL/CLOSET LIGHTS, ADD OUTLETS TO ISLAND, DIMENSION ,DINING AREA LIGHT, UPDATE RISER DIAGRAM PER ELECTRICIAN ® 6/03/20 ADD FLAME AND SMOKE NOTES, REVISE DRYER EXHAUST LENGTH, LABEL EGRESS DOOR of I PLACE ELEVATION "A" 1 ST FLR/TOTAL A/C 1,464 SF TOTAL VOLUME 12,688'CU. FT. i\ [full i BUILDING , THESE PLANS HAVE BEEN PREPARED TO VEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Editic,n (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY:R3 BUILDING TYPE: VB SPRINKLED: NO FLOOD ZONE:'X' TERMITE PROBABILITY: VERY HEAVY r ("10.11 it 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 T I W L S C O S WP 1 WATERPROOFING DETAILS .1 1 L I L LAN 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 F�o� CQ : �GGIO kO , .� AR94880 T�R� .AfiG1' ,,,c,o3 '-6 (o17 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCi� FILE COPY 0 z z c Y a J q W � m cc O LL V = o� C7 rn [t U 0 z a =Zv)� Ir¢Ug (7 <0 q <N N cz orz v W C z z o O cc) LLJ 00000 Q H 0 LU w z z 2 M 0 7i M O w 0 z ® cd z w U ❑ o4 W w Im 1 O �.e� -0n Ibr Z r �j, ay w ill w a ® W n 4 z w O❑ .J U z z � Ww w r*i F- �Y U) 4 z j"=" co 06 Oct COMMUNITY: U) WATERSTONEUj PLAN # 6100 W w RELEASED: 3110/20 SHEET O \IS 1 lz EGRESS: MINIMUM SIZE. EMERGENCY ESCAP� AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOD OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCA? E AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER 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 D ARE PERMITTE TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WMI SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, T004 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 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE 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 (10 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCAIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. 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 BRPENDICULAR 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 I5 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 WATER'S 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 BOTTOM 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 SURF CE: GARAGE FLOOR SUI FACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKINGOF AUTOMOBILES OR OTHER VEHICLES SHALL B SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. ® R302.9 FLAME SPRE INDEX AND SMOKE -DEVELOPED INDEX FOR WALL 7. A1T f+i i Tn L`T\ OT. .0 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 SP; 1, AD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: DRAFTSTOPPING: CHIMNEY HEIGHT REQUIREMENTS: 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 TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE 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. RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE TUB AND SHOWER AREAS: 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 (NO 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 SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11": SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE MANUFACTURER RECOMMENDATIONS SHALL BE USED AS FOLLOWING CIRCUMSTANCES: BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL HANDRAILS: 1. CEILING IS SUSPENDED. PANELS IN SHOWER AREAS. 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-TYP OPEN -WEB 1. ENERGY CALCULATIONS FOR HEATING AND COOLING PERFORATED MEMBERS. CAPACITIES SHALL BE FURNISHED BY THE GENERAL HANDRAIL HEIGHT: CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR 1. MATERIALS: TIME OF APPLICATION FOR PERMIT. FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" THAN 34" AND NOT MORE THAN 38". GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR APPROVED MATERIALS ADEQUATELY SUPPORTED. INSPECTION, SERVICE, REPAIR; AND REPLACEMENT WITHOUT HANDRAIL GRASPABILITY: DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN THE BUILDING OFFICIAL. APPLIANCE BEING INSPECTED SERVICED, REPAIRED, OR 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A PERIMETER SEPARATION FROM GARAGE: 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 PER SECTION R302.5, R302.6, OPENING PROTECTION FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE:. MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR HAVE A MINIMUM RADIUS OF 0.01". USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL GARAGE OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR HANDRAIL CONTINUITY: EQUIPPED WITH SOLID OR CORE STEEL AND NOT LESS OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. THE GARAGE. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED ITS 4. FOUNDATIONSAND SUPPORTS FOR OUTDOOR MECHANICAL OBSTRUCTIONS. TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE ABOVE NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE EXCEPTIONS: E EQUIVALENT. MANUFACTURER'S INSTALLATION INSTRUCTIONS. LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO CEILING CONSTRUCTION: 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP 1. THE'GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN LANDING. ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL 2: WITHIN A DWELLING UNIT, THE USE OF A VOLUTE; TURNOUT BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN OR STARTING EASING IS ALLOWED THE LOWEST TREAD. ' HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN 3. HANDRAILBRACKETS OR BALUSTERS ATTACHED TO THE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A M1411.3. CONSIDERED OBSTRUCTIONS TOGRASPABILITY, PROVIDED FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE EXHAUST FANS AND VENTING: THAT THE FOLLOWING CONDITIONSNSARE E MET: SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY 3.1. THEY DO BEYOND THE SIDES OF THE WITHI JECT INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OORIZ HANDRAIL WITHIN 1 , OF THE BOTTOM OF THE HANDRAIL OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, ANV AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL EXTERIOR FINISHES: SOFFIT, RIDGE VENT OR CRAWL SPACE. HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL CLEARANCE DIMENSION OF 1'/2' CAN BE REDUCED BY 1/8". TEXTURED PER COMMUNITY STANDARDS. NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01". 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE B 3.3 THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE THICK 3 COAT STUCCO OVER 2 LAYERS OF WATER RESISTANT O O OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS HANDRAIL LENGTH. BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER S T I 0 HANDRAIL CLEARANCE: COMMUNITY CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER FLASHING: 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION 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 THE DUCT SHALL BE REDUCED 2.5 FEET 762 mm FOR EACH 45 ( ) OF ANY SHARP OR ABRASIVE ELEMENTS. AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND DEGREE (0.79 RAD) BEND AND S FEET (1524 mm) FOR EACH 90 DEGREE GUARDS: ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION -WHERE A PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE MAXIMUM LENGTH T OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. EXHAUST DUCT INCLUDING ANY THE SHALL C , I C ANSI IO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR PERMITTED ACCORDANCE T BOOSTER FAN CONSIDERED AS A GUARD. WALL FINISH: APPROVED I CORROSION -RESISTANT IOW NT MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A LL CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY OPENING LIMITATIONS: LOCATIONS: INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: SHALL OF E ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE R 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL ALLOW THE PASSAGE OF A 4" SPHERE. WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE SCREEN PORCHES: INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE 4. PROVIDE LOUVER DEVICES AT INTAKE AND PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT FOLLOWING: EXHAUST LOCATIONS IN ACCORDANCE WITH SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE THE FENESTRATION MANUFACTURER'S INSTALLATION AND AMCA STANDARD 550 IN FBC. RR ®`/' Fnn FOR FLASHING INSTRUCTIONS, OR FOR APPLICATIONSNOT ATTENTION GENERAL CONTRACTOR / BUILDIAVV�Wflg FLOOR OR GRADE BELOW. ADDRESSED IN THE FENESTRATION MANUFACTUREA[l S PLANS FROM THIS OFFICE SHALL NOT RE COMPIAANCE FIRE PROTECTION: INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING AND ONISIBILITY TO AA�� QQ STY E %NXM FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL MANUFACTUREADS INSTRUCTIONS. WHERE FLASHING O PAL CAB BUILDINlrr COMMENCEMENT OF ANY CONSTRUCTION. ANY DIS(} � Y OF DI AND HORIZONTAL CONCEALED DRAFT OPENINGS. INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING ERROR NOTES, DIMENSIONS, OR ADHERENCE APPLICABLE RENCE SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND E ASPHALT SHINGLES (IF APPLICABLE) DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED BUILDING CODES SHALL BE BROUGHT THE ATTENTION OF TH E : IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN CHANGES, NOT RELATED TO THE CORRECTION OF EIRROR,$ TIIAT SECTION R905.2.6 AND R905.2.6.1. FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLY P R506.2.3 VAPOR RETARDER: AT THE HEAD AND SIDES. SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS' A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE REGISTERED DESIGN PROFESSIONAL. RESPONSIBLE. PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA FOUNDATION INSPECTION NOTES: COURSE EXISTS. 250, OR FMAIAAMA/WDMA 300 A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF WINDOW INSTALLATION: THE 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 I. 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 M) 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 TO BE ENCLOSED AND HEATED AT A LATER DATE. FLOOR ELEVATION. REQUESTING THE FRAMING INSPECTION (FBC 110.6) 4, WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. rl rl 0 Z o Y ¢ J ~ w ¢ m � (i J 0 LL Y = f O�o C'3¢¢ U0¢Q 1W_-mw¢ cr D = z~a a T_Q o o 0 ¢ in n cz o i O i 1 1 i ! i i ' ! i 1 i co` C A co 0 1 0 10 1 1 1 Lpo•� co w Z Q Wf � 1 s i LLI1 ! Lid 5, 1 b, UA1 I f 1 1 ! Z i O_ i qS ! a 1 z� 3 ' 1 o z N ' 0 Q o w;Z ©aaaa i 1 1 1 i I i 1 COMMUNITY: WAT17RSTONE ! PLAN # 6100 i RELEASED: 3/10/20 SHEET i SG 1 A5.1 35'-0., T-10" 14'-2" 7'-7" CONC. STOOP 6068 SGD *35 SH 35 SH 67-WxT-0" TEMP 54"X63" EGRESS Y m 13,_ 2, 15'-10" --- - - CL = OWNER'S SUITE R&S N - 8'-8" CLG. N iv GREAT SH N ROOM 8'-8" CLG. M io PTRY 5' „ co 8'-8" CLG R �'6� 36"x 0" CRY 51" m -NN 2 i ® =IN cI in 95'S2"4n S R -- OWNER S _--,Lu BATH (ryy) �/ Q H DININ G KI CHEN U - - 0 AREA � a 8' 3 8" CLG. 4 - 2 2 3 -3 " 8'-8" CLG. Co ADD 7/16" OSB o - i�a "a i to REF. TO MECH. CL k�i o WATER co CEILING FOR LINE FIRE DRAFT I I i 9'-2" I STOP - 3'-7 Os WIC r T-11" Cal 100 _ n o '"- uB PE MECH oo s'-8" CLG. lot QI ------ I¢ N comm. SPEC _ , o 1"IY - I REF R&S HI/LO I ---fAH METAL RAG 1� = HALL _--_ __ 1LOCATION (v r XFER ?6 R_&S-.f GRILL �e coSATI I i`�86� 1 CL cm " 3'-21'8'-8"CLG. ON 3, 91rt1ND 6' 12' 3'-72" 3'- i m 3'-112' —� ya8 0 �a� 6,_6�� g 2as� X. _ CL BEDROOM 3 - HALL = R&S 8'-8" CLG. -- 8'-8". CLG. L '' --�K,E' IN Lu XFER GRILL METAL =1N BOX HER RK THRESHOLD -1 *.32, = WEATHER LNDYC° W 4'.�" rl� 1'-7-" 3`-92" "- m STRIPPING 6'-12 -8" CLG. DRYER 10'-7g' 7'-O" VENT FOYER 8'-8" CLG. 2868 SC W/ SELF CLOSER o 2" CONC. WH METAL THRESHOLD CV •-'a�li�Q�iS� F' WEATHERSTRIPPING CURB 2 -0 01 BEDROOM 2 NTRY r22., X 5a^ - � (ATTIC 8'-66CLG. 8'-8"CLG BOLLARD PER ACCESS_-- 8" 8" __j COMM. SPECS. 10'-0" 5'-01, 17'-4" 1/2" WALL BOARD ON - FLAT SOFFIT GARAGE SIDE PROVIDE INSULATION AS REO'D *25 SH ! MOISTURE` 37*63"EGRESS RESISTANT DRYWALL -civ 2 CAR CLG. GARAGE o N 8'-8" CLG. __ _______________._________________-__�.� 1 1 SI I 1 I I 16070 GARAGE DOOR 5'-8" 5'-8" 2'-7" 2'-5" 4' 16'-0" '-4 1 V-4" 5'-0" 18'-8" 35i-olf &P M 0 0 co LU s _ 2 A5.1 N :(.D ' Lu X co LOCATION VARIES PER MAIN WATER SERVICE CONNECTION FIRST FLOOR PLAN SCALE: 114"=1'-0" LEGEND SYMBOLS a BUILDINGIWALL SECTION MARKER SIR OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE �7P ELEVATION STEP BRKX FLOORING BREAK WALL TYPES I 1 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 BRACKET LID SURFACE SPACED O 16" O.C. FOR OVERHANGS COUNTERTOP GREATER THAN.10" TOP PLATE 2x6 STUD WALL r-r MqX. SEE PLANS FOR WALL LAYOUT 1/2" GYP. BD: tBASE CABINET AS T , PER SHOP DWG.�j N WD.BASE r MOLDirvc FINISH FLOOR FINISH FLOOR SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS E.Q. L E.Q. r 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. RE EWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC r 0 Z H a Z O Q Y Q � J W ag 0] J O Y = o ~ O � rn � V O ¢ 2: a lr S 'Z U) �.,Q J (ZD Qin CID a c crC r` Z OA g c F ( F L L L 0 L C yc a � o c r C Da h L 0 LL ii c L L �l o J on" c um Lij g', I I h c wC; C o c L c L Z L C L O L Z Q N L 0 p " 0:z ©Gland E L t c E L L COMMUNITY: f WATERSTONE C PLAN # 6100 E RELEASED: 3/10/20 L SHEET RAISED STUCCO 1 I BAND 2�� + t4., GARAGE HEAD 1 TRIM DETAIL SCALE: 3/4"=1'-O' WINDOW HEAD RAISED STUCCO BAND +1. I_ 2" - 1 4^ I I +1 RAISED — - — STUCCO BAND WINDOW SILL MUM MEMAdow'soolo \,� SCALE: 3/4"=1'-0" 12 12 5 12 5 ROOF SHINGLES PER \/ COMMUNITY SPECS. 1'-0' i tia n *35 SH 35 SH 6068 SGD REAR ELEVATION SCALE: 1/4"=1'-O - 12 0 12 ROOF SHINGLES PER 5\�:122 COMMUNITY SPECS. 6" ALUMINUM WRAPPED FASCIA W/ VINYL VENTED SOFFIT, TYP 6" ALUMINUM WRAPPED T.O. MASONRY FASCIA W/ VINYL Ck — VENTED SOFFIT, TYP. iC> T.O. WINDOW_ GL r 4"WIDE ^U STUCCO BAND J *25 SH U O 4" WIDE STUCCO BAND (+1) FIN. FLOOR=117 _Ell 3068 16070 GARAGE DOOR SOLID PANEL DR. FRONT ELEVATION SCALE: 1 /4"=1'-O" 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 BY ASTM C1063 (CURRENT EDITION) REVIEWED FOF CODE COMPLIAN T. LUCIE COUN BOCC 0 w Q J LU _ U.- �.. o F +� p U0<<LU ` = Z z Q OM < Q��rn cn o O s 7 2 O U z K cr x F.. 3 j��/� VI z z z z 0 �- LL z z r o w W0 i 0 o �.1 � IL w .� m ��yyII O fir ~ z In a w 0 z Z ob z z a wz w w w is z W x 0 N c CO W w W w W Er Lu W EL EL w RELEASED: 3110120 ui SHEET O 2 Z Q A2• 1 Q Z O Y SCALE: 1/4"=1'-6" - 12 12 ROOF SHINGLES PER 5 5 COMMUNITY SPECS. 5:12 0 12 �5 za PAINT AND FINISH SCHEDULE / 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 BY ASTM C1063 (CURRENT EDITION) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY n n n o M z a _LU M - ,m - LL O r 0 0 5 U (D Lu CC Lu = Z z ¢ ¢ �Qul ogo 2 Q0MO> co M� Ri v yU Q 0 v w 0 Z z 4 z O U w 3 F ® ® LL Z ® 4 Z W 0 U O cr O a ® W Cc J W m o >I o In ® w lid z w � U) W ¢ o w x Z ¢ Y d W m W x y p Yu9 U5 0 z Z Zcc U) OctU) o I COMMUNITY; RELEASED: 3/10/20 w 2 SHEET O Z ¢ 2. Q Z O x Y ATTIC VENTILATION SO, FT. ATTIC NET FREE AREA NET FREE AREA AREA UPPER ROOF VENTING SOFFIT VENTING 1882 414 SQ. IN. 489 SQ. IN. TOTAL VENTING REQUIRED 903 SQ. IN VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SINET FREE) - 3VENTS NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, .MIN.,TYP. 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. 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"=1''0" REVIEWED 1 CODE COMPLIANCE ST. LUCIE COUNTY BOO , FILE COPY n T11 LL 0 0.0 - C'S rn ¢ J a hmwa =zmt za ¢ �QU2 i (zi < :i m ILI n r CZ N Cc R < C) o ~ ui z 0 z $a o LLJ a A RELEASED: 3/10/20 SHEET 0 w w x ai 0 z a x 0 od z ¢ J IL w U) w z Ir Ir _ W IL O or IL x w x r O z z A3. 1 CORNER BEAD (FASTENER & SPACING @ T' O.C.) CMU 5/8" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY BLOCK WALL R-4.1 INSULATION ilk T.O. M. — T.O. WDW R-4.1 INSULATION CIO FIN. FLR. �., III - II ". I III- III I11- -�III- ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5 '�� 1 A5.1 i f 12 fPRE-ENGINEERED ROOF TRUSSES 5 SEE FRAMING SHEET FOR DETUS R-30 INSULATION TRANSFER GRILL GREATROOM --_— _—_—n_—__ BEDROOM 2� LNDY. BEDROOM 3 BE( YOND) of�`� R-4.1 INSULATION f ` f� %% i ��i ` ao 00 `_ I'd ol I -T I I III-T III 11. -ill �111 i Ili- ". < . Ill-=-ill-III III -jJl' � II���1��-� -III=III III-I:I -11 f -=1 I I I I! L'I -11 I -ill -III 11=1IIi�;IIH1-�=!" "-" ��I__iii__,II IIL--!Ih-;III 'II III-III=111 Ilrllk=lll-III_=-�Il�-iii-iii�_ii�.i-�._ui-iii-IIhIII�IITIIi 11- CONCRETE FOOTING SEE STRUCTURAL PLANS„IL=11� Illc Ilr_III II!- 1 2 BUILDING SECTION SCALE: 1 /4"= V-0" 2 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 12 5 5 i PRE -El GINEEI ED RO F TRU ES SEE F LAMING SHEET OR DE US R-30 INSULATION OWNER'S SUITE 77KITCHEN CL LNDY. REF. SPACE i 11 i 1-1T_I I u ITI-1I I I I f I� 1=i I I I I1-1I I-� 11 I I I1�1 I I III III-1! 1=1 I I III-IT-1I I I I I I I1=1 I I1=1TI-1I I I II-III-1I I I I1-1I 1= I! I I - 1=� _ i- �_ " I I II I ��� I I II I I III -III -_III ill -; I If=III III=III=11 �- J 11-III- � h I l t ,l 1 1=III III III =1 i 1 III I C I=111--'III-III=1 i t III=III III-111-`III-III III 111=III I� 1111,-III-III I! 1-III=11 -n i_ I t III-111-III IT li 1-III-! u u r :_r_ i I I. CONCRETE FOOTING � -III SEE STRUCTURAL PLANS 2 A5.1 BUILDING SECTION SCALE: 1 /4"=V-0" 12 5 2TCARGARAGE REV ED FOR CODE MPLIANCE R-11 ST. L IE COUNTY INSULATION lopY a rl b w Z z a a U. ti �^ 0 rn o[ L U�az co T Lu Z Q - z¢ d cc Q U 0 Q0Jrn in oC n Q W C o Q r 3 O x w z Im O 2 ¢ V cn O u0 ® z z z ® IL/1 ¢_ Z `�.�. 0 � ® t , w \./� CC �1 w m t� O to ®r O ti► 6 Z w a C 0 CD OEM" � CE 0 z $ a w Lu w ~ C6 0 z Z cn �C CD CD z a w w F- o- z cc Wl Lu cc 0 WW a O cr EL z ¢ a F- b Q 4 z 5c a a 4 U) w Lu w u w COMMUNITY: W WATERVONE ui a PLAN # 6100 w RELEASED; 3/10/20 w m SHEET O 2 Z A5,1 Z Q 2 Y �t SEE 12 SEE ROOF PLAN INSULATION PER —J COMMUNITY SPEC. SEE ENERGY CALCS.— / 1/2" (MIN.) CLG. 1 x PT DRAPE BLKG ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN — — GYP.BD. WINDOW SILL 1/2"GYP, BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD /-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, WALUM DRIP EDGE. SOFFIT PER SPECS SEESTRUCTURAL PLAN PRECAST WIN, SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL—@ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR ----- --.-__ SECOND FLOOR LIVING SPACE REFER TO PLANS 12 SEE ROOF PLAN 1/2" (MIN.) J CLG. BD. (18" TYPE 'X' GYP, BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, —\ SEE STRUCTURAL PLANS SSLOF a M WALL SECTION SCALE: 1/2" = 1'-O" 1 GYPSUM PROVIDE2X4 GYPSUM BOARD FRAMED BOARD ENCLOSURE FOR 3' 1/2" a" GYPSUM ELECTRICAL ¢ w BOARD PANEL, FINISH W/ GARAGE CL " GYPSUM BOARD NICHE FOR ELECTRIC METER ELECTRICAL LOCATION - SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN iv FIELD ELECTRICAL M STUCCO PANEL ELECTRICAL PANEL FINISH / N EXTERIOR co EXTERIOR CMU BLOCK CMU BLOCK WALL WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. ELECTRI SCALE: 1/2" =1'-0 GRADE i•• • ••- 4106 IL NIP EN OCK WALL 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 ,,,,—HURRICANE TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) Q SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EpGE. SOFFIT PER SPECS "—SEE STRUCTURAL PLAN �8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) DRIVEWAY PER COMMUNITY SPECS 0'-0" S®E FIB N. FL ---FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS TYP. PENT SCALE: 1/2"= 1'-0" 12. SEE ROOF PLAN 112" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLOPE. - SOFFIT AT RAKE (BEYOND) REFER TO PLANS - FINISH PER 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.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE -SOFFIT AS PER SPECS. -MASONRY LINTEL, SEE STRUCTURALS OF DETAIL 1-STORY- MASONRY WALL 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. AlblTOP OF C.M.U. 11 Q (REFER TO ELEV.) 1 -2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE. SOFFIT PER SPECS —8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY p ROM HOUSE J 0'-0" V FIN. FL. �----FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN Cc? LANAI/PORCH SCALE: 1/2" = V-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT' FILE COPY 0 w CL 0 a w It w in O 0 O z w cc a c7 z_ 0 8' THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) FOLD WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES z ROOF/WALL SCREED bo 5X5 WALL FLASHING T r KICK OUT FLASHING (SEE DTL. BELOW) FOLD INWARD @ PT. A 0 FELT UNDERLAYMENT z io SHINGLE ROOFING `— FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. Q 3\N STEP 3 © © `- FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 4) INSTALL WINDOW 2) SET P.T. WOOD BUCK OR DOOR. FASTEN PER OVER CMU PRODUCT APPROVALS WATERPROOFING IN AND SEAL WINDOW OR URETHANE SEALANT. DOOR FRAME TO P.T. FASTEN PER PRODUCT WOOD BUCK AND APPROVALS. MASONRY 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC SEAL EDGE OF P.T. WOOD AND EXTERIOR FACE OF BUCK AND SILL BUCK TO MASONRY CMU OPENING WATERP SCALE: N.T.S. ROOFING STEP 1 FOLD @ STEP 2 450 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 O 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 LWM2000R 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 0 Z w a z o a Y ¢ - Q � w a m 0 J O Y x LL o~ O�0- C7 o) � UOLLJ¢z a w =Z�a za Q U o 2 Qco q a� J� ~U) z O 0 $a LLJ � D 0 x cc w z a 0 0 0 O r� > V a z z ui lieZ) I� 0 U ° O O Ui w O i w �.1 m m o n a� 0 Z L o a 1 w a o �W cz H W Ca O �"261 U) z I a LLJ cn w w x LLJ v� 0 z a U) 'Q xs z z IL w U) w z 0 z o Q uj o z d a w a, x 0 Z a y O wZ111 1 I EL U F- U) w x w uu w x _I COMMUNITY: co WA ERS ON Lu a PLAN # 6100 W RELEASED: 3/10/ 00 w SHEET O 2 z a WP, I z a 0 Y ASHMERE LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3Wx1464 S.F. 4392 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 36742 AHU #1 HEAT 10000 KWx.65 6500 FIRST 10KW 10000 BALANCE @ 40% 10697 AC LOAD 6500 TOTALLOAD 27197 KVA/240V 113 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 i 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 iP 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1P #14 #12 1 P 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 1P #14 #12 1 P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A 1 P #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 1 397 40 SPACE PANEL SCHEDULE SCALE: N.T.S. 0 150 A METER COMBO 120/240V 7 1 ph. N3R 22K AIC 150 A MLO PANEL (! 42 CIRCUITS N1 O 150A/2P W P/GFI 2" PVC STUB #4 GROUND WIRE DOWN FOR FLORIDA B DG STEEL POWER & 3#3/0 AL, 1#6G 1 y" C LIGHT 2 GROUND ROD %"x8' GALV. ELECT. RISER DIAGRAM SCALE: N.T.S. A/C DISCONNECT 3-BULB FIXTURE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" WH DISCONNECT IRRIGATION TIMER LOCATION VARIES PER MAIN WATER SERVICE CONNECTION FIELD VERIFY METER ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET �&lp WEATHERPROOF DUPLEX OUTLET h GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH J, FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE I WALL MOUNTED INCANDESCENT LIGHT FIXTURE oy VAPOR PROOF LIGHT FIXTURE +6.e, LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION 9 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) oM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR t4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) p7 ELECTRIC METER s 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. S. 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..NES'r.410.16(A) & (B) 9. RECESSED LIGHTING(("f9Q9F Q*'AND IC RATED zap- � @ P^m� " 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 WIT 40.2&oFy 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER iiR 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. g n �Q a�o O �Q Q Q o M p (L o 0 m r7 r i F�.w Mw O Ln V) Fair o LL, w I� LLj w w w 2 SHEET w w x z 0 cr r � .�+{�/. J 1U) 1Lu W to " W 3/10/20 Lu O x GREAT ROOM PTRY 2'-32' 2"VTR J�L ^ / / � 2 "VT R I I i I I TUB / / t 16'-102 — I ® OWNERS BATH WC / / I DINING KITCHEN J O — / AREA i _ ,I O LAV r 0 LAV 2„ // �V I I o O I I I L / n KS 0 2" jaOl 2„ 2„ / LAV 1' 92' I I / 2" L-L_J OS WIC / 2,; — SLEEVE- MECH SHR 2" 2" 1J HALL CL BATH I I' 3° 3" Oo -- 3,> WC � ® I CL W ivl 3„ O HALL J — BEDROOM 3 Lo I CL _ J rN 3" —N LNIc,j W T ,^ Lo ro FOYER o SIN q v T o ih v V! 1 V-31 0 .SIN 3; ENTRY ch Lo 3" TO SEWER BEDROOM co 15 DFU REVIEWED FOR.. iDODE CAVPLIANCE =1c\I ST. LUC IE OUNTY 3;, E OW 2 CAR cli GARAGE 7------------------�� i LOCATION VARIES i PER MAIN WATER i SERVICP LIE Op i�■ CONNECTION r _ i PLUMBING RISER DIAGRAM SLAB PENETRATION PLAN SCALE: N.T.S. SCALE: 1/4"=V-0" i z w cr 0 m _ 0 w z z w 0 ❑ a- w m w m 0 0 z U) z g w w z _ C'3 In w cr cc w _ 0 z Lu w Ir w U) w Ir z z o _ MASONRY LINTEL ASSEMBLIES 5EE 5CHEOULE AND SPECIFICATIONS FOR ADDL INFO GROUTeploff BOTTOM � BOTTOM REINF. A i PRECAST LINTEL w/ PREGA5T LINTEL w/ EMBEDDED REINF. EMBEDDED REINR MB-1 MB-2 m� TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REOD a GROUT 'q GROUT - BOTTOM REIN. A BOTTOM REINF. ___ PRECAST LINTEL W PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORGEMENT MB-1 8F8-OB/OT ----- ----- MB-2 8F8-I13/OT ----- (1) #5 MB-3 8FI6-IB/IT (1) #5 (1) #5 M15-4 8RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA51r-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS AS REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS, 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 kGI 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. T. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELON_ SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 5LA13 PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN SD -I FOUNDATION DETAILS 50-2 5TRUGTURAL DETAILS P556-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2 10 FASTEN PARTITION WALLS TO SLAB WITHY4 DIA. x 23/4" LONG TAPGONS o 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 N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER If HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51: '....... FOOTIN65 2,500 p5h ....... 5LA55 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 l% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES 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 %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP'NALL AND SHALL ALI6N 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 SOLID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL CORNERS. VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (AS 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 CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS 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 o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CLOSE TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 51FECIFICATION5 (T''F. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/BLK'6. (3) NAILS o 4" o.c. (3) NAILS o 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 o'8" o.c. TOENAILS o 6" O.c.'" BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAIL (3) TOENAILS"' DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP SPLICE (q) NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o GORNERS 4 INTERSECTING WALL5 (2) NAILS (2) NAILS * 2J/2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) TH15 MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 6th EDITION (20M FLORIDA BUILDIN6 GODS (5EGTION 160oi) LATERAL DE516N REQUIREMENTS FOR THE FOLLONIN6 WIND SPEED $ EXP05URE ONLY: IC5MPH -EXP. B WIND IMPORTANCE FACTOR = 1.0 NTERNAL PRESSURE COEFFICIENT ENCLOSED, +/- 0.18 ANY WIND SPEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP STRUCTURAL EN6INEERIN6. EXTERIOR I$ SHEAR WALL SHEATHING 5FECIFICA7ION5 INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. O15/32" PLYWOOD OR 05B FASTENED w/ PI 2Y2"xO.131" NAILS @ 6" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR OSB FASTENED w/ P3 •2YYxO.131" NAILS © 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 1/I6" PLYWOOD OR OSB FASTENED vw/ av2"xo , 1" NAILS o 6" O.G. AT ALL PANEL EDGES AND o 12" O.G. AT CENTER. (U.O N., ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING o I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARINALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 3Y2"xO.131"NAILS ® 16"o.c. USE (5) 3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS 6. ALL EXTERIOR WALLS ARE GON5I0ERED 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 Allowable Wind Pressures, IC 5 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONE5 END ZONES 6 Garage Door +2 .8 PSF/-28.3 P5F +25.8 PSF/-32.3 P5F I66arage Door +2 .5 P5F/-21.0 P5F +24.5 P5F/-2q.6 P5F 10 SOFT. +2 .4 P5F/-31.q P5F +2q.4 P5F/-3q.3 P51F 20 SOFT. +2 .I P5F/-30.6 P5F +28.1 P5F/-36.1 P5F 50 SOFT. +2 .3 P5F/-28.8 P5F +26.3 P5F/-33.2 P5F 100 SQFT. +2 .0 P5F/-21.5 P5F +25.0 P5F/-30.5 P5F 500 SOFT. +21. P5F/-24.4 P5F +211 P5F/-24.4 P5F (DEnd Zone is defined as the mailer of 10% of least horiz. dim. or 40% of mean roof height. Pressures charted here are allowable pressures and have been reduced per A5GE 1- 0 section 2.4.1 from ultimate pre55ure5. Divide allowable prey ores above by a factor of .6 to obtain Ultimate pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. 05B/PLYW00D SHEATHING 2446, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %"x0.115" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES 4 0 b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES W RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E013E5. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EAGH TO TRUSS BELOW w/ 51HP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 SINGLE ROOF TRU55 BEARING ON OPT, A 51MP5ON HETAI6 OPT B (1) HETAI6 EVERY TRU55 + (1) GMU WALL (OPT. A TYP. U.N.0) ADD'L HETAI6 EVERY OTHER ROOF G.T. FLUSH BEAM OR FLOOR T. BEARING ON GMU WALL ALL (2) 5IMP50N HETAI6 IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS LEGEND • ® INTERIOR BEARING WALL • = _ = _ :3 BEARING WALL ABOVE • BEAM / HEADER • M � m LOCATION AND EXTENT OF 5HEARWALL • I: ::: I EXTENT OF OVERFRAMIN6 ---INDICATES/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) JL METAL HANGER * INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOWN / 5TRAF SCHEDULE SYMBOL I SPECIFICATION FASTEN BUILT-UP POSTS SUPPORTING ROOF O.T. TO CGMU WALL N/ (1) 5IMP50N M5TGM40 STRAP N/ (12) Y4" ST-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE: • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE51ON LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS) = 30 P5F ® SLEEPING AREAS 50 PSF ® GARAGE DEAD = 10 PSF (20 P5F TOTAL o TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RISK CATEGORY 11 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 o I6 O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED 0 16" O.G. (MAX). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACE[) o 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS 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 o 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS o 16 O.G. STAGGERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 1/I6" OSB FASTENED w/ 21/2"xO.131" NAILS o 6" O.G. ® EDOE5 4 12" O.G. o CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 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: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi •LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS o 8" OIG OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 5/v2" TRU55LOK 5GREW5) o 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY GONDITION. LOCATE TOP 4 BOTTOM NAILS/SCREWS 2" FROM EDGE. 50LID 3Y2" OR 5Y411 BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6'8 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 5D5 5GREW5 (OR (9 3/4" TRU55LOK 5GREW5) o 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK SGREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. REVIEWED FO CODE COMPLIANCE ST. LUCIE COUNT` BOCC FILE C®PY seal:' ,OtS C�. rn�C/HC S L of 'LU 1TA++• q•i\N e''.'9p le p�Q"'�• © copyright: MUrf1L•NIINIMIISI11, Structural Engineering, Inc. cL) z J� w w z o o �2, z a w J � Z� ¢ U MC.3 Zzrn WI-cc/=) 'g 2_J a DA a� J Z a CD o LJJ D G oCP mL6 Sy W cm c N i� M&K project number, 068- 1 905 1 project mgr. N J M drawn by: P IH M issue date: 03-05-20 REVISIONS: date: initial: 0 0 _J : i� iw- TJ W Z :D o U Z 0 w_ U �} w Lij 0 0 a Lo U) H Q �: J sheet: Sill 0 101 LEGEND seal: rn 35'-0" PATIO 5LA13: 3 Y2" GONG. 5LAB ON GRADE (2500 P51 MIN) w/ 6x6-WI.4xNl.4 MESH OR FIBER MESH ON q5% GOMPACTED FILL OR VIRGIN SOIL. 2 q 2 SD —I 5D—I 3y2„ STEP SD —I NNO 10' I I • i I I 5.6.0. REGE55 PER I I MANUFAGTURER5 I IN5TRUGTION I I • I I I I I I I I • NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMEN51ON5. I I . � I I I I • I I I I II I I I I I I I I I I ( I I j I I I I I I I I I I• I 5D-I _ Ir----3y2"STEP—�— -----� 3 YZ STEP I • F • r-- --MESEW 1 1I \ I I I 6 4 I I _ I SD -I i 5D-I I 6ARA6E 5LAB: J 3 Y2" GONG. SLAB ON GRADE — — — — — (2500 P51 MIN.) w/ 6x6-N1.4xN1.4 • — — I MESH OR FIBER MESH OVER 6 MIL. POLY ON g5% GOMPAGTED 2 3 I FILL OR VIRGIN 501L. I I 41 s I 5D—I � I • I � I I I I , L-------- -- ---- I I 5D—I I I'-4" 5-0" 35'-0" s w 5LAB PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/8"=I'—O" (110 SHEET) • ® INTERIOR BEARING WALL • BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL • I::: :::::I EXTENT OF OVERFRAMIN6 •_.__... - ---_-INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTE5) JL METAL HANGER INOIGATE5 P05T ABOVE. PROVIDE 50LIO BLOGKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES $ 5GHEDULE5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPI :w= W` rl .w ss I ONp� � .%`. Qc copyright: Mod6folim♦ Structural Engineering, Inc. a� z J� w w z o Y� z < a w rl J � a ZQ I— • � U ZD 4 � mY c W � �°' --t e a >. o z -2` W O ) CD o 1.9 CO) m tin W C I M G. M&K project number: 068-19051 project mgr: N J M drawn by: P H M issue date: 03-05-20 REVISIONS: date: initial: a� cz. �CTJ C Z Q 0 0 Li '1 Z w Q O OLIJ U J Q� w Li z 0 1— MLIJ xLo J 0 Q W J sheet: Fill I e0 rA N , th N N _ O \_ I _I - N N � , �9 • o MB I 0 N I 41-- I m N 4'-0" 3'-2"01 41_2 BLOCK PLAN SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: I/5"=1'-0" (Ilxll SHEET) LEGEND • ® INTERIOR BEARIN6 NALL • BEARIN6.NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL F-. 7 7 I: I EXTENT OF OVERFRAMIN6 r -- ---INDICATES 1/8"A" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-1 8F8-OB/OT ----- I ----- MB-2 8F8-IB/0T ----- (1) #5 MB-3 8FI6-I5/IT (U #5 (1) #5 MB-4 8RF14-15 ----- ----- APPROVED LINTEL MANUFACTURER5 ARE: GA5T-6RETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. N T 5: I. ALL LINTEL5 w/ SPANS 6REATER THAN 14'-0" SHALL BE PRESTRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 5PECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EMBL I E5 5EE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO �6ROl)( �6RWT • BOTTOM REINF. PRECAST LINTEL W PRECAST LINTEL w/ EMBEDDED REINF, i EMBEDDED REINF. MB-1 MB-2 m� U TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF, REIW. AS REOV 6Rg1T 6ROJT BOTTOM REINF. BOTTOM REINF. ,i PRECAST LINTEL Iv/ PRECAST LINTEL W EMBEDDED REINF. EMBEDDED REINR MB--i5 M5-4 REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURRL NOTES � 5GHEDULE5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY PI iq� seal; ��.�� G, FRILgy ea # :+ of Ly z © copyright: MU L41 Fi4IIallll Structural Engineering, In'. z JLU w w Z CD C7 rn LU w a J � Q Z Zcr E = Q I— C) � rn� c G W � N >; m� =a ;. JN O op LU O a00 ZZ m` n W �y CD cv OC cn a M&K project number: 068-1 905 1 project mgr: NUM drawn by: P H M issue date: 03-05-20 REVISIONS: date: initial: 0 I T� W Q 0 U O U z 2 J < W a W z o Lo LLI J of 0 Q J M sheet: F�2.0 i:. ♦ FR � 1 I seal. ♦� G,..... H I. i1 •L III. N.' `v 0 • to df • Nis II190� F I��QQO P.����tK FILLED CELLS Ocopyrightx1MiKll#� „ c : MA f� (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL )z GYP. BD. EA. SIDESt uc uraI Engineering, Ira.`' OVER %" FURR STRIPS OF 2x45 I6 O.G. 4" 6ARA6E -PER BUILDER • N #5 VERT. FROM FTC. TO Yz" J-BOLTS b" FROM EA. a cD BOND BEAM. LAP w/ HOUSE SLAB END OF WALL AND z TOP VIEW FOUNDATION DOWEL MIN. (SEE PLAN) SPACE ®32" O.G. J cc 2 (6 MIN. EMBED) 1 30" GROUT CELL 50LID W D Z o @CORNER -a STUD PLATE TIES PER C� Q PT BOT. PLAN ® STUD TOP d F-- X a a y PLT. BOT. w a GONG. OR PAVER GARAGE WALL f a a ¢ a BEYOND III -III = DRIVEWAY O GRADE =III III— r e ° m E E m =III III- x III - ATIO/PORGH/LANAI SLAB O a a° z ¢ o GARAGE SLAB o I I1 I I (SEE PLAN) m 4„ (5EE PLAN) m III III= m II I- -- I) #5 DOWEL W/ 6" HOOK AT GRADE - c — - III- ALL VERT. WALL REINF. _ _ - = W m' • - _ - (5EE PLANS FOR LOCATION) _ (2) #5'S GONT. W/ E III III=III III --_— _ GLEAN COMPACTED"' III 3" MIN. CLEAR 8 8 Q Q _ II III III=1 III � I III III III III —III —III- =1 — - FILL ® 95%MONOLITHIC FOUNDATION 8"x8" THICKENED -III, III-III-1 I_ J Z M CD o Ib"x8" THIGKENE =III III -III I —I STANDARD DENSITY if-oilN (2) #5 GONT. ON GHAIRS SLAB W/ (I) #5 GONT. "-i =i " r� W Y ED6E W/ (2) #5 -III III - =III- = MIN. ✓ o III -III -I 1=1 1=1 GONT. — - WHERE 2ND STORY WALL W c� OCCURS DIRECTLY ABOVE THE UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND y o a MU WALL SHOWN, FT6. SHALL ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A Oil C BE I HU WIDE w/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. (],'))THICKENED EDGE ® GARAGE DOOR DETAIL 2 FOOTING SECTION W/ BLOCK DETAIL 3 THICKENED EDGE DETAIL GAR AGE STEP DOWN DETAIL l SCALE: NT5 SCALE: NT5 SCALE: NT5 ow M&K project number: 068-1 9051 project mgr IN J M drawn by: h H M 8" GMU BLOCK 8 GMU BLOGK 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL R4.1 FI-FOIL OR EQUAL 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: 03-05-20 BEYOND 3 (1) #5 VERT. FROM FT6. TO OVER 5/4" FURR STRIPS OVER 3/4" FURR STRIPS GONG. GURB OVER " FURR STRIPS BOND BEAM. LAP w/ -PER BUILDER PER BUILDER -PER BUILDER (U #5 VERT. FROM FT6. EXTERIOR DOOR - FOUNDATION DOWEL MIN. (U #5 VERT. FROM FTC. TO REVISIONS; TO BOND BEAM. LAP w/ u HOUSE SLAB 30" GROUT CELL SOLID HOUSE SLAB BOND BEAM. LAP w/ HOUSE SLAB w MTL. THRESHOLD date: initial: FOUNDATION DOWEL GARAGE SLAB SET IN SEALANT (5EE PLAN) PORCH/PATIO/LANAI (5EE PLAN) 30'U 6ROU'� CELLOWLMIDN. (5EE FLAW MIN. 30" GROUT CELL 4 (SEE PLAN) SLAB OR PAVERS SOLID � PAVERS (SEE PLAN) i (5EE PLANS) Z a X a 'a — 7 y a. _-1=1—I � I I C I=I � I I III —I � I III=1 I_I=1 g _ O RAPE _ o GRADE=III -1I III-1I I—III=1I = _ _ _ _ _ - m iI1 Lj. III III IJIi ,1 -II _ z —. 11-1 III=11 ° -III-I 11=111 III I EXP JOINT v a I I MITI z I I J-ITI I -I _ _r �, _- PVC, CHASE SLEEVE TO BE U2 DOWEL t U b' HOOK AT �I - I1=III= - == _ "U #5 DOWEL W/ b HOOK AT _ LI=III 1=III TWIGE THE DIAMETER OF VERT. WALL REINF.VERT. Cz WALL REINF. Q =III - -III=1 PROTECTED PIPE (5EE PLANS FOR LOCATION) I I 11 I=1 I F9I ,_ MONOLITHIC III 1 -III I I - (5EE PLANS FOR LOCATION) l III-1�=1 1=1 _ I'-1 IIIL1=11 I_ 1� ) I I— III- -I III _III-i FOUNDATION W/ (2) #5 GLEAN COMPACTED -1 III- GLEAN COMPACTED III I 'L-T MONOLITHIC FOUNDATION Q, GLEAN GOMPAGTED -III- GLEAN GOMPAGTED GONT. ON CHAIRS FILL ®95% „ MONOLITHIC FOUNDATION FILL ® 95% FILL ® 95% 1'-O" MONOLITHIC FOUNDATION FILL ® 95% 5TANDARD -O STANDARD DENSITY I -0 W/ (2) #5 CONT. ON STANDARD DENSITY I -�' YV/ (2) #5 GONT. ON CHAIRS STANDARD DENSITY nMIN. W/ (2) #5 CONT. ON GHAIR5 DENSITY AND TERMITE MIN. MIN. CHAIRS TREATED V WHERE 2ND STORY WALL WHERE 2ND 5TORY WALL WHERE 2ND STORY WALL WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE OGGUR5 DIRECTLY ABOVE THE OGGUR5 DIRECTLY ABOVE THE OGGURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FTC. SHALL 8" GMU WALL 5HOWN, FT6, SHALL a' CHU WALL SHOWN, FTC. SHALL 8 GMU WALL 5HOWN, FT6. SHALL O BE I'-4" WIDE w/ (2) #5 BARS BE I'_4„ WIDE w/ (2) #5 BAR5 BE 1'-4" WIDE w/ (2) #5 BARS BE 1'-4" WIDE W (2) #5 BARS GARAGE CURB DETAIL (D,�o�gENTR"r DOOR DETAIL EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL CHASE DETAIL O SCALE: NT5 SCALE: NTS 1 SCALE: NTS SCALE: NTS REVIEWED FOR d �0E 11OMPLIANCE o ST. L UCIE COUNTY � 0 ROM _j (� LL. _j 8 GMU BLOCK I — BEYOND R4.1 FI FOIL OR EQUAL ~ T T j Z EXTERIOR DOOR OVER 3/4" FURR STRIPS w -PER BUILDER . 0 MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) W PORCH/PATIO/LANAI COPY 0o U SLAB OR PAVERS (5EE PLANS) z PER MANUF. I1=1I 111= W III III_ 1=1 .— ' -11I III=c� I_I I I ° III III III —III_ '' =111 T III1=1 �'" Uj z=1 III- m II�IIII IIIIIIIIIIIIIIIIIIIIIILIIII�I MONOLITTHIG Q ~ GLEAN GOMPAGTED = -1 FOUNDATION W/ (2) #5 60 1 FILL ®95% STANDARD I -O GONT. ON CHAIRS Ld DENSITY AND TERMITE MIN O O TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE LL 8" GMU WALL SHOWN, FT6. SHALL BE I'4' WIDE w/ (2) #5 EARS sheet: dd EXTERIOR OUTSWING 56D POURED SILLS DETAIL 'I SCALE: NT5 i piltttt !ff seal: !',,���� PR►��tiQ,,�� PRO IDE SOLID SHIM BETW'N TRU55`} v`G�• ,,'t 8 FASTEN ROOF SHT&. TO HIP CONNECTOR. T •�'.* IF TRU55 LOCATED 6T w/ 2 3/ 1115" RING N� ' LE55 ;THAN I Y2" FROM GONNEGTOR. SHANK NAILS 6" D.G. og jic S I' " WHERE TRU55 IS GREATER THAN I Yz" 0 P A FROM I UPLIFT CONNECTOR, REFER TO r+y0 TYPI AL RETROFIT DETAIL P. ¢i0�"' .RL ,• ©copyright AI�WP;,N�'�, FASTEN ROOF SHEATHING FASTEN ROOF SHEATHIN6 TO St"tulra 90ng, Inc. TO FASCIA WITH 2 3/81 FASCIA WITH 2 %NO.113" TRU55 OVERPRAMIN6 CD RING SHANK NAILS RIN6 SHANK NAILS ® 6" O.G. PER PLAN a z ® 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR HIP T. cc J CONNECTOR SPECIFICATIONS UPLIFT CONNECTOR SEE UPLIFT CONNECTOR = z o SGIA OOF TRUSSES o LU Q -SEE PLAN 56HEDULE ON PLANS FOR M SCHEDULE ON PLANS LU SEE UPLIFT F OR 5EE A, CH CONNECTOR PER PLAN z CONNECTOR 5PEGIFIGATION5 HIP JACK TRUSSES 5PEGIFIGATION5 REINF MA50NRY LINTEL/ BEAM FA I -SEE ARCH -SEE PLAN FOR SPECIFICATIONS. ROOFPLRUN TRUSSES + Q PROVIDE MOISTURE BARRIER m 8" GMU BOND BEAM PLATE (PER TRU55 MANUF) W/ (1) #5 GONT EACH TRUSS. c> a U „ PROVIDE M015TURE BARRIER 8" REINF. GMU WALL 8 GMU BOND BEAM v ,c PLATE (PER TRU55 MANUFJ ® Cr C E CONNECT EACH END OF W/ (1) #5 GONT. W -SEE PLAN FOR VERT. VERT WALL REINF. TO EACH TRU55. MASONRY LINTEL TO TOP OF FASTEN BOTTOM CHORD OF i HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM 8" REINF. GMU WALL coN mZz PIER/ WALL w/ (1) #5 BENT G.T. TO TOP OF WALL w/ E DOWEL w/ 24" LE65 8" GMU BOND BEAM w/ SIMPSON H6AMIOKTA CLIP ® -SEE PLAN FOR VERT. VERT WALL REINF. TO a > (1) #5 BARS GONT. 48"D.C. i HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM J H ¢ Z °� o CO VERT WALL REINF. TO Lu a c6 8" REINF, GMU WALLRp o v T. EXTEND INTO BOND BEAM o cn -SEE PLAN FOR VE COS m uO 8 HORZ. REINF. SPECS L W o N 0 SECTION 5EGTION SECTION SECTION cc M SCALE: S/4'=1'-0" SCALE: 3/4'=1'-0' SCALE: 3/4"=I'-0" SCALE: 5/4"=1'1 a 2x8x12" P.T. (L OF OPENING { CENTER BUCK MA project number: 068- 1 905 1 VALLEY SET OVERFRAMIN6 TRU55 project mgr: NJM Mill NOTES: milli 3/e' DIA. ANCHOR .drawn by P 1-{ M ALL LAPS IN MASONRY 25" - BOND -BEAM - mIIN I. 2X PT BUCKS ILER5 SHALL EXTEND BEYOND INTERIOR FACE OF _ NN /NA issue date: N 03 05-20 WINDOWDOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %N4" TAPGONS 6" 2X4 P.T. TOP BUCK RUNNING BAR FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I-Y2" MIN. FROM EDGE OF BUCK. 2X8 P.T. BUCK EAGH REVISIONS: mNm PREGA5T SIDE OF OPENING Hill HEADER < • 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. date: initial; Rill STRUCTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN 5 CASE. RUN MAIN ROOF 5HEATHIN6 / 3. (ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EX15TINO 2X 411A11 EACH 51DEEMBEDMENTOF DOOAT OR. PROVIE IH DOOR A-2xWbBUCKED OPENING, USE (3) ROW5 OP 3 x0.131" NAILS STAGGERED ® 12 O.G. ®THICK WASHER W/ EAGH ANCHOR (I5T BOLT }EA.SUGGESSIVE BUCK.TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.)FASTEN EAGH OVERFRAMED 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING TRU55 TO TRU55 BELOW #5 BENT CORNER BAR IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET.WITH (1) 51MP50N VTGR GLIP ®24" OG GROUTED CELL L5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) OLTS AFTER MAIN ROOF TRU555Cz BUCK SPECIFIED ROW5 OF 2a'2' I31" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER 6ARA6E CURB (8" MAX.) BY HINDOW/DOOR WINDOWNOOR MANUFACTURER'S 5PEG5. 8 MANUFACTURER TYPICAL OVERFRAMING T1'P. CORNER VERT. WALL C f GONNEGTION DETAIL REINFORCING DETAIL �ZGARAGE DOOR BUCK DETAIL A scare: N.rs. - - WALE: NTS WINDOWODOOR BUCK DETAIL(DE'� SCALE: NT5 O �-- BOND-BEAM^ -GONTIN. PRE6A5T HEADER�� 4T 8" GMU PIER ENTIRE COLUMN TO BE &ROUT FILLED CAST-GRETE WINDOW SILL, OR EQUIV. I GA5T-GRETE WINDOW SILL, OR EQUIV. DOUBLE WINDOW MA50NRY PIER DETAIL SCALE: NT5 TRIPLE WINDOW SIM. r NOTES: 1. UTILIZE 2-PART EPDXY OR REVIEWED FOR OTHER ENGINEER APPROVED CODE COMPLIANCE EQUAL (I.E. 51MP50N ET EPDXY), (] 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION ST. LUCIE COUNTY DOWEL, BLOW OR BRUSH GLEAN, DETAILS FOR ADDITIONAL BOCK O 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN SEE DETAIL I ON I115TRUGTIONS. HERE �/'� _J STRUCTURAL PLANS FOR V / LL ADDITIONAL CONNECTION FUTURE 8" GMU INFO NOT SHOWN HERE BLOCK I V #5 VERT. BAR TO BE Z LOCATED PER PLAN FASTEN EA. ROOF TRU55 TO GMU w/ DRILL 6" INTO EXIST'& UJ IN GROUTED CELL 51MP50N M5TMI6 TW15T STRAP. SLAB, EPDXY 8 DRIVE ' " ^ TLyli u FASTEN STRAP TO GMU w/ (4) Y<° DIA. x 2 #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE Ya" LON6 TITEN SGREWS z L--I ® W PROVIDE M015TURE BARRIER \ U PLAN (PER TRU55 MANUFJ ® FILE COPY i 2 J EACH TRU55. ° �-I ' �' III=III III A T T iPROVIDE 2x FLAT BLOCKING FIT TIGHT TO GRADE —IIIIII_ W ROOF TRUSSES @ EVERY OTHER BAY FASTENED TO GMU wl (3)Ya" DIA. x 3Y2" LONG �� =III III_III _III=III= D W TAPGONS. FASTEN BLOCKING TO ROOF Q ,— — — — a ° — =I 12U55E5 w 2 3 x0.131 NAILS ®EA. END 1 I III=1 1 z II ITI- 0 'JimQQ P RETROFIT DETAIL _ 5 M15SED DOWEL RETROFIT DETAIL 00 d SCALE: 3/4 =1-0 SCALE: TUTS SIM. ® GMU STEM FOR DROPPED 6RADE LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH15 HOME $ SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHEN SPEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ('IGUT") ON THE PLANS. sheet: i— PERMANENT ROOF TRU55 BRACING NOTES: (505LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN9TALLIN6, RE5TRAININ6 4 BRACIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2 TOP CHORD BRACING TOP GHORD5 5HALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 5HEATHIN6. • IF 5HEATHI146 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TPU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MBK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRACING a. THE BOTTOM CHORDS 5HALL BE BRACED BY DIRECT -APPLIED 6.WB. GEILI1,16 4 HEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. i. 'P OR V BRAGE: HHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE i' OR 'L' BRACES (REFERENCE BG51-B3 FIGURES 133-18 4 B3-IQ). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 B3-22 4 BG-23 15 ACCEPTABLE. • 'V 4 'U REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE HEIBNERTIGAL MEMBER. V 4 'V REINFORGIN6 TO BE A MINIMUM OF 610% OF THE LEN6TH OF THE HEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' RBNFORCndb TO k^EB/VERTIGAL H/ Ibd GUN NAIL5 (0.13lx3 I/2'7 AT b" O.G. b. GONTINU005 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY`0ONFI6URED ROOF TRU55E5 AL16N, CONTINUOUS ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'V BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROWS 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIREGTION. 5EGURE BRACE TO EACH TRU55 CIOMPRE55ION VEE3 W (2) Ibd GUN NAIL5 (0.13lx3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF STUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL NEB MEMBER5 OF TRU55E5 CLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. IIIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 0 51DE OF V EB AT 20'-0" MAX. (TO PREVENT LATERAL MOVEMENT) PERMANENT ROOF TRU55 BRACING NOTES: (505LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN9TALLIN6, RE5TRAININ6 4 BRACIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2 TOP CHORD BRACING TOP GHORD5 5HALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 5HEATHIN6. • IF 5HEATHI146 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TPU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MBK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRACING a. THE BOTTOM CHORDS 5HALL BE BRACED BY DIRECT -APPLIED 6.WB. GEILI1,16 4 HEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. i. 'P OR V BRAGE: HHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE i' OR 'L' BRACES (REFERENCE BG51-B3 FIGURES 133-18 4 B3-IQ). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 B3-22 4 BG-23 15 ACCEPTABLE. • 'V 4 'U REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE HEIBNERTIGAL MEMBER. V 4 'V REINFORGIN6 TO BE A MINIMUM OF 610% OF THE LEN6TH OF THE HEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' RBNFORCndb TO k^EB/VERTIGAL H/ Ibd GUN NAIL5 (0.13lx3 I/2'7 AT b" O.G. b. GONTINU005 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY`0ONFI6URED ROOF TRU55E5 AL16N, CONTINUOUS ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'V BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROWS 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIREGTION. 5EGURE BRACE TO EACH TRU55 CIOMPRE55ION VEE3 W (2) Ibd GUN NAIL5 (0.13lx3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF STUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL NEB MEMBER5 OF TRU55E5 CLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. IIIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 0 51DE OF V EB AT 20'-0" MAX. (TO PREVENT LATERAL MOVEMENT) EACH MEMBER DIREGT-APPLIED PLYWOOD/056 ROOF SHEATHING COMPRE5510N WEB (5LOPIN6 OR VERTICAL) GONTIM10U5 LATERAL BRACE ALTERNATE 0 (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 5HOP DRAWIN65 FOR LOGATION5) 2x 5TRONOBACK MAY BE I1,15TALLED FOR CON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT " BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) L GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (U DIRECT -APPLIED TRU55 BAY A5 5HONN 6NB GEILIN6 5ECTION B-B PLIERNh1E Fff1110� WffRE (3) OR MJFE SIMILPR 1Po55E5 ARE 6R WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x STRON6BACK5 MAY BE ' 2x STRON6BAGK IN5TALLED FOR GON5TRUCTABILITY r (NOT REQ'D FOR TO KEEP EVEN 5PAGIN6 AT 5TRUGTURE) BOTTOM CHORD (NOT REGV FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B B DIREGT-APPLIED V OR 'T' BRAGIN6 0 6WB GEILIN6 NE55 DE516NATED BY TRU55 MANUF. TYPIGAL TRU55 ELEVATION i PERMANENT 7RU55 DETAIL5 _� NOTE5 D�mBRACING 5GALE: I�NE DIREGT APPLIED GEILIN6 �� FRIG seal: ��.` G'...........ISIS �. % cw+ _ :CJp *• :w- e�� pF T4 -0 TP E c copyright: MULHrVA"Ap P` Structural Engineering, Inc. QCD Z w w z o z Z Q w d J � Q Z U v 4 W� Co T � °O E i Q > J z d CC CD) W y 6 o c-tr0 y cm n NJ o CV �. M O M&K project number 068-19051 project mgr: NJ M drawn by: P H M Issue date: 0 3-O 5)-`Z 0 REVISIONS: date: initial: �1 M C Z REVIEWED FOR ° CODE COMPLIANC,=F ST. LUCIE COURT O BOCC T W O i�T W U FILE COPY Q ® w W o x ry Ld i>> _a LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN sheet: THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REGtUIRED ALL APPLICABLE AREAS. THESE WHERE 5PEGIFIGALLY INDIGATED IPBSBADETAILS ARE NOT 11GUT" ON THE PLANS. ("GUT") ON THE PLANS. GREAT ROOM 10x10x7 148 CFM DINING AREA �•� '. yCU 1 t 2.5 • o�6x6x � 20CF 10x10x7 121 CFM BEDROOM 2 OWNERS SUITE loxlox8 8 CFM t'. 12 CFM -ri�r�r�r�r�r�rrrrr�rrr�r�rrr�r�rrrrr�r�rrr�r�rrt�rrt�r�trrrr�r�rrrerro�r�rrt� r �I, ::: IDS wlic {FER 6x6®5 4"I{DRY R' 8x8.x6 50 CFI 73 CFM 6x6x5 �� FOYER /n DO NOT SCALE PLANS T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN 0 O 2 CAR GARAGE ------------- — -------------- —_ I K. HOVNANIAN WATE125TONE LOT-56 AKMINA PLACE FORT PIEF\CE, FL 34952