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HomeMy WebLinkAboutBuilding Plansi ABBREVIATIONS 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 BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9 CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONIC. 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 DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISHWASHER QUAD QUADRUPLE DWG DRAWING D.S.DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH PING 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 GLS GLUE LAM GLASS TR TOWEL ROD TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD LAV. LAVATORY WWM WELD WIRE MESH LT LAUNDRY TUB WDW WINDOW I1 TIVI K V1 1 11, 1 l l'oi»puies 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 Q 1/2/20 ADD INFO FROM TABLE R301.2(1), ADD TERMITE TREATMENT INFO, ADD BUILDING VOLUME, ADD NOTES TO CS2, ADJUST DIMS TO CENTER OF OPENINGS, STD. REF, ADD OVERHANG SEPARATION, ADJUST ATTIC VENT CALLS, ADD INSULATION VALUES, ADD GFI AT METER — —j L 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 SP I 0 FLOOD ZONE: 'X' TERMITE PROBABILITY: VERY HEAVY AWING INDEX CS.1 COVERSHEET & BUILDING DATA CS-2 GENERAL NOTES A-1.1 FIRST FLOOR PLAN A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS E-1.1 FIRST FLOOR ELECTRICAL PLAN P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS n v f rl 0 Z z q. o �O " Y o w0<Q Uj =zC/)¢ j � Q U 1 6 Q 0 J 0)CZ n Q N �LU z O Z z 0 LLJ GE w z z O y 0 � z z j'^ 1 w o o W 0 ll�� V ¢ 0 W i0 w w I. a) z0 00 /� Z f� IFr� Q w'°'¢ t c�7 LL > J Z 00 6 V z z rr ==I J WM a w It w x W z z rZ� � vl 0 oa g a N F7 w LU F7 L krun r Q _ > c7 JAN 0 2020 U G Permitting Department a St. Lucie County, FL Ca Q Uj w x z 0 of o N ¢ �z 44444 0 m r w qq LU Q Uj REVIEWED FpR 0p U pMPLIAN COMMUNITY: CIE 4 a L(W cEoU CpUNTY PLAN# 6100 w f BOLE COPY RELEASED: 11/21/19 w SHEET 0 Z GS I z z a I 0 BUILDII`IG DATA n n n 0 z Z w ABBREVIATIONS 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 BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q 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 DOOR DW 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 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 TOWELROD 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 HDA. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRYTUB ) V I I O111 a I ]TM Coi-Tipanies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ASHMERE ELEVATION "A" ARMINA PLACE FT. PIERCE, FL 34951 LOT 0058 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. 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 AREA CALL: ELEVATION "A" 1 ST FLR/TOTAL A/C 1464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2002 SQ. FT. THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, Gth Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY:R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS.1 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A-1.1 FIRST FLOOR PLAN A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS E-1.1 FIRST FLOOR ELECTRICAL PLAN P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS z a Y � g F_ w a m � LL O s O 00 CC))0¢z a =zU) Z a ir Q U o ¢0ZI 0 U M0 00 0 ��i1 W m W En m< I COMMUNITY: I RELEASED:11/21/191i I m NOT INC Fit- ry I z' GENERAL CONSTRUCTION NOTES: r¢ Z o ¢ EGRESS: TREADS AND RISERS: DRAFTSTOPPING: CHIMNEY HEIGHT REQUIREMENTS: MINIMUM SIZE: THE MAXIMUM RISER HEIGHT SHALL BE 7.75 AND THE MINIMUM IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED - = EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A 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 MINIMUM. NET CLEAR OPENING OF 5.7 SQUARE FEET.:. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF FLOOR/CEILING ASSEMBLY, DR.AFTSTOPS SHALL BE INSTALLED IT EXTENDS THROUGH THE ROOF. AND MUST BE 2'-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. 0 ,0 EXCEPTION: RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE 00 o - Q TUB AND SHOWER AREAS: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET 'WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10 AND THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD O ~ ¢ z CLEAR OPENING OF 5 SQ FT: MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE GREEN BOARD ALLOWED IN COMPLIANCE WITH ASTM C1288 W O ¢ u4 (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 F- m w a V MAXIMUM HEIGHT FROM FLOOR: 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 U z z ¢ ¢ EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE FOLLOWING CIRCUMSTANCES: SACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL fr Q 0 J BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES HANDRAILS: 1. CEILING IS SUSPENDED. PANELS IN SHOWER AREAS. ¢ o t7 MEASURED FROM THE FLOOR. PANDRAILS 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 2. OPERATIONAL CONSTRAINTS: i i PERFORATED MEMBERS. CAPACITIES SHALL BE FURNISHED BY THE GENERAL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BEHANDRAIL HEIGHT: CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR 1. MATERIALS: Z. OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" TIME OF APPLICATION FOR PERMIT. ,� n ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND THAN 34" AND NOT MORE THAN 38". GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER 2• MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR cz O n RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING APPROVED MATERIALS ADEQUATELY SUPPORTED. INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT R, SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL HANDRAIL GRASPABILITY: DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, cz ' BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE HANDRAILS WITH CIRCULAR CROSS-SECTION SHALL HAVE AN OR ANY OTHER PIPING OR DUCTS NOT CONNECTEDTOTHE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY Q v USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN THE BUILDING OFFICIAL: APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR F REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE REPLACED: A LEVEL WORKING SPACE AT LEAST 30 INCHES 762 F ' z Q 2" OR $HALL PROVIDE GRASPABILITY. IF THE SEPARATION FROM GARAGE: mm DEEP AND 30 INCHES ( § 2 z OPENING. (HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER ) (762 mm) WIDE SHALL BE PROVIDED IN PER SECTION R302.5, R302.6, OPENING PROTECTION FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. O z PROTECTION: DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A 1.OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM S' �?� Z I 3. FALL ,MAXIMUM CROSS-SECTION DIMENSION OF 2.25 . EDGES SHALL 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR ¢ w SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE HAVE A MINIMUM RADIUS OF 0.01". CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL ~ AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE 1 BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET' STEEL OR CORE STEEL AND NOT LESS THAN 1 3/8 20 MINUTE RATED, WITH 3 THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST HANDRAIL CONTINUITY: OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO r PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HSELF CLOSER.ANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, B2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND THE GARAGE. p HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER ITS ATTIC AREA BY NOT LESS THAN 1/2„ GYPSUM BOARD APPLIED 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL . FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS OBSTRUCTIONS. SYSTEMS SHALL BE RAISED AT LEAST 3 ABOVE LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS INCHES (76 mm ) ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE z INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH EXCEPTIONS: MANUFACTURER'S INSTALLATION INSTRUCTIONS. z EQUIVALENT. WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO CEILING CONSTRUCTION: 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP ac EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW LANDING. 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN p ITSATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL T OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN p GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOU BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN 0 > HAZARDOUS LOCATIONS: 3. HANDRAIL BRACKETS'OR BALUSTERS ATTACHED TO THE z 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A M1411.3. ® iii o HAZARDOUS LOCATION. THAT THE FOLLOWING CONDITIONS ARE MET: FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE EXHAUST FANS AND VENTING: W w 3.1, THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 E OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY EXCEPTIONS: HANDRAIL WITHIN 1 %2" OF THE BOTTOM OF THE HANDRAIL INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE x o 1. DECORATIVE GLAZING AND PROVIDED THAT FOR EACH 1/2" OF ADDITIONAL EXTERIOR FINISHES: OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, V ® a 2. WHEN THERE IS AN INTERVENING WALL OR OTHER HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK SOFFIT, RIDGE VENT OR CRAWL SPACE. ® 7 Cc 2. EXHAUST AIR FROM BATH ROOMS z w PERMANENT BARRIER BETWEEN THE DOOR AND THE O MS AND TOILET ROOMS SHALL .J TLEYRANCE DIMENSION OF 1 /z CAN BE REDUCED BY 1/8 , TEXTURED PER COMMUNITY STANDARDST NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER (� co p GLAZING: 3.2. HE HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0I . 2. CEMENT PLASTER FINISH OVER WOODS RATE SHALL BE 7/8 DWELLING 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE o PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED HANDRAIL LENGTH. BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS � I� z POSITION. _ EDITION (2017) RESIDENTIAL, R703 AND ASTMC926. TEXTURE PER SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER M w AREAS INSIDE THE BUILDING. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR HANDRAIL CLEARANCE: COMMUNITY iw 0 STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER ® W z FLASHING: APPLICATION SHALL COMPLY WITH SECTION R308.4.3. SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL EXHAUST DUCT SHALL NOT EXCEED 25 FEET. THE DRYER LOCATION 3 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF ¢ 5. GLAZING THAT IS ADJAAWWTQ THEFIXED PANEL OF PATIOt I OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF ¢ INTERSECTIONS DECK AND WALL INTERSECTIONS AT GUTTERS o DOORS. OF ANY SHARP OR ABRASIVE ELEMENTS. THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND O DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE z 2. GLAZING IN WINDOWS: ROOF OPENINGS. J GUARDS: (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT I t 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED w GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS I SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A a I SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER w w ALL OF THE FOLLOWING CONDITIONS: PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND � INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE w 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR LABELED FOR THE APPLICATION THE MAXIMUM LENGTH OF THE � BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED SQUARE FEET. OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE w C6 MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT PERMITTED R R' IN STALLAACCORDANCEONI WITH THE BOOSTER FAN z THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. CONSIDERED AS A GUARD. MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A a WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS 4, ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY cc OPENING LIMITATIONS: SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: o MM HORIZONTALLY OF THE GLAZING. ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED A 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO 'Q U REQUIRED GUARDS SHALL NOT HAVE OPENINGS THE EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE z 3. GLAZING AND WET SURFACES: WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SURFACE SI THE EXTERIOR WALL FINISH OR TO THE g BEAR THE WORDS "THIS DRYER EXHAUST SYSTEMISEQUIPPED - w ALLOW THE PASSAGE OF A 4 SPHERE. WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE WITH REMOTELY LOCATED BOOSTER FAN." '�� r FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE V- w GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY SCREEN PORCHES: 4. PROVIDE LOUVER DEVICES AT INTAKE AND RE g _ WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE z p r PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT FOLLOWING: EXHAUST LOCATIONS IN ACCORDANCE WITH O w z SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE AMCA STANDARD 550IN FBC JAN 82020 a WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE • THE FENESTRATION MANUFACTURER'S INSTALLATION AND _ EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ATTENTION GENERAL CONTRACTOR/BUILDER: ISSUANCE OF ttEn�ertment U N FLOOR OR GRADE BELOW. PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF Perrni _ °C HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A ADDRESSED IN THE FENESTRATION MANUFACTUREROS BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES DIMENSIONS, fit. ,w UCte County, FL 4r }' FIRE PROTECTION: AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ��� O o Uj EDGE OF SHOWER, SAUNA, OR STEAM ROOM, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL MANUFACTUREROS INSTRUCTIONS. WHERE FLASHING COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF p INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING AND HORIZONTAL CONCEALED DRAFT OPENINGS. A a 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE ASPHALT SHINGLES (1F APPLICABLE} : BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE GLAZING ADJACENT TO THE LANDING AT THE BOTTOM DI A STAIRWAY DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED _ WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF N o 1. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT z oN o HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR O 4 � z HAZARDOUS LOCATION. BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT U o ¢ SECTION R905.2.6 AND R905.2.6.1. _ FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETEDSHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS Z Q a a Q Q R309.1 FLOOR SURFACE: R506.2.3 VAPOR RETARDER: AT THE HEAD AND SIDES. A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN > GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OFA THE DRAFTER'S OFFICE THE DRAFTER SHALL NOT BE HELD' o JOINTS LAPPED NOT LESS THAN 6;INCHES 152 MM SHALL BE REGISTERED DESIGN PROFESSIONAL. RESPONSIBLE. MATERIAL. ( ) i � PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE FOUNDATION INSPECTION NOTES: ~ THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER COURSE OR THE PREPARED SUBGRADE WHERE NO BASE • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMAIWDMA VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF COURSE'EXISTS. 250, OR FMA/AAMA/WDMA 300 > WINDOW INSTALLATION: THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S w TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A w EXCEPTIONS 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE L 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. FRAM r COMMUNITY: U) V FRAMING INSPECTION NOTES: w 2. FOR UNHEATED STORAGE ROOMS HA G AN AREA F PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. VIN O WATERSTONE LESS THAN 70 SQUARE FEET (6.5 MZ) AND CARPORTS. FLOOD ZONE REQUIREMENTS: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS X 13. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE MUST BE COMPLETE INSPECTED, AND APPROVED BEFORE PLAN # 6100 w LIKELY TO BE ENCLOSED AND HEATED' AT A LATER DATE. FLOOR ELEVATION: REQUESTING THE FRAMING INSPECTION (FBC 110.6) RELEASED: 11 /21 / 19 w 14. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON SHEET o 2 LOCAL SITE CONDITIONS. z z Q > C O Y .e F GENERAL CONSTRUCTION NOTES: EGRESS: TREADS AND RISERS: MINIMUM SIZE. THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT EXCEPTION: ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM OPENING OF 5 SQ FT. 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 MAXIMUM HEIGHT FROM FLOOR: REQUIRED WHERE THE TREAD DEPTH IS 11". EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE HANDRAILS: BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH MEASURED FROM THE FLOOR. CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. 2. OPERATIONAL CONSTRAINTS: HANDRAIL HEIGHT: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES THAN 34" AND NOT MORE THAN 38". ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING HANDRAIL GRASPABILITY: SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT OPENING. LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A 3. FALL PROTECTION: MINIMUM RADIUS OF 0.01". WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE HANDRAIL CONTINUITY: FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. EXCEPTIONS: GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 1. HANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP (102 MM) DIAMETER SPHERE CANNOT PASS. LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS STARTING EASING IS ALLOWED ON THE LOWEST TREAD. THAT COMPLY WITH ASTM F 2006 OR F 2090. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE HAZARDOUS LOCATIONS: BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A THAT THE FOLLOWING CONDITIONS ARE MET: HAZARDOUS LOCATION. 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 11/2" OF THE BOTTOM OF THE HANDRAIL AND EXCEPTIONS: PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL 1. DECORATIVE GLAZING PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE 2. WHEN THERE IS AN INTERVENING WALL OR OTHER DIMENSION OF 11/2' CAN BE REDUCED BY 1/8" PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01". 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED HANDRAIL LENGTH. POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR HANDRAIL CLEARANCE: STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER APPLICATION SHALL COMPLY WITH SECTION SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR EL OF PATIO 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF DOORS. ANY SHARP OR ABRASIVE ELEMENTS. 2. GLAZING IN WINDOWS: GUARDS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, THE FOLLOWING CONDITIONS: PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR SQUARE FEET. GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. CONSIDERED AS A GUARD. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. LIVE LOADS: LIVE LOADS FOR THE FOLLOWING SHALL COMPLY 3. GLAZING AND WET SURFACES: WITH TABLE R301.5: 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. USE LIVE LOADS UNINHABITABLE ATTICS WITHOUT STORAGE 10 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 BALCONIES (EXTERIOR) AND DECKS 40 FIRE ESCAPES 40 GUARDS AND HANDRAILS 200 GUARDS IN -FILL COMPONENTS 50 PASSENGER VEHICLE GARAGES 50 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 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. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A 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 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 (12.7 mm) 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 INCH (12.7 mm) GYPSUM BOARD OR 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 0926. TEXTURE PER COMMUNITY FLASHING: 1. 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 MANUFACTURERUS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERII S 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 INA TER -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 FMA/AAMA 100, FMA/AAMA 200. FMANVDMA 250, OR FMA/AAMA/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. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCEWITH SECTION R905.2.6 AND R905.2.6.1. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND V-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-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 Cl178 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, C ON, 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 MECHANICAL EXHAUST SYSTEM 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 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 LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE 0.79 RAD BEND AND 5 FEET 1 ( ) (524 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 REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF 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 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) bi 0 z W Z Q Q Y � g ¢ w. a �' 00cc o 0 o u = Z z DUCQoo Q 0 rn < 0 n r` v �} h C k h F 1­0 IU D 0 O O z U) (7 w z z cc 0 111 .6 m Ii a V J a w W w II 35'-0rr 15'-0" 12'-0" 8'-0' I '-4 9'-4" 1' 4 ---FLAT SOFFIT @ 7'-4" - -- rP LANAI CONCRETE n I 8'-8" CLG. if, MOISTURE RESISTANT FI DRYWALL CLG. I- - p LL I LL - ILL leLL O: I T 6 7-7 14-2 0 7 10 ,�, 5 5 � r 00 3 g 00 , LLI ILL *35 SH 541IX63" EGRESS 6068'SGD IMP 35 SH I Y° 0 f� 13'-52" ry$6 mco 4' 42 r 15'-10" OWNER'S m CL SUITE ------- N 8'-8" CLG. N R&SN T ES GREAT r ROOM co 8'-8" CLG. co �-- C 6_111PTRY cm '-8" CLG. -1 R N 6 x60" RYLI 2es8L PA ln' 0 I I �? � I � 52 i SH R in r_511" Lo g -11 v 15'-9'r OWNER'S > i ico v ---- BATH I = � ; M L I I � I zKITCH N ' I DINING � I Cp i 1u r r ri - i 43 e') 8'-8" L -3 i 2 2 -0 � �� AREA o I o 8'-8" CLG. r _ j � ih 8 REF. io "1`a ADD 7/16" OSB WATER O" i` TO MECH. CL. LINECEILING FOR ao 91_211 I Icv FIRE DRAFT _ m STOP OS WIC „ L r 1rr J o f 8'-8 CLG. I 1 3 -72 - f UB PER p' I R&S HI/LO REF 01 COMM. r t? _ f SPECS CQ R&S 0 ER Y METAL RAG i r,r -- -- a -� ------ �b0 GRILL m LOCATION HALL d 1 r 3 -2 Ec cN CL Y AHu o �' 2a i BATH o0 — 3r-111d m 3 2 3r-7-1 6'-11" sTAN � r 1rr� 8'-8"CLG. ` L s,� * z 2 3 -92 6 1= 6'"6o al0° RFC Y 0� BEDROOM 3------- - a' -a" CLG. R&S w HALL �_ Lo N 1 RK r _ 878-- CLG. , _ _ 4 R&S 00 V L �Y DRYER, I XFER rs CL cl)DRYER w SPACEII FOYER GRILL Gay CV W r VENT iw N 8'-8" CLG. BRK Ir I L&? LNDY ae 32 w HERr - co -8'-8" CLG. - — O'w72'r wasBOx T_01 6' 12' zo 3'-92'sa 1' 72" 4r 6" 2 A51 x WASHER ETAL THRESHOLD _ L SPACE, WEATHER TRIPPING 00, 2868 SC W/ SELF CLOSER WH 0 2" CONC. METAL THRESHOLD 10y6B V R8 CU c�` r WEATHER STRIPPING o u ENrtR 2r-Orr 8'-8" CLG ap 1/2" WALL BOARD ON ATTIC I _ BEDROOM 2 GARAGE SIDE PROVIDE ,.__ ACCESS] $" 8" 8'-8" CLG. INSULATION AS REQ'D 171-41' 5r 011 10'-01, FLATSOFFIT AT 7 4" MOI TURE *25 SH I� RESISTANT 37"X63" EGRESS M 2 CAR "IN DRYWALL CLG. N M. GARAGE 8'-8" CLG. N ----------------------------------------- LOCATION VARIES j j r PER MAIN WATER I I SERVICE = CONNECTION' I I 1 i I 16070 GARAGE DOOR 1' 4" 16'4" 1 4" 2'-5" 2'-7" 5'-9" 5'-7" _ 18'-8 11 5'-0 11>4 FIRST FLOOR PLAN 35'-0" SCALE: 1 /4"=1'-0" 1 A-5.1 0 LEGEND SYMBOLS BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED 0 PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED. @ 24" O.C. FOR COUNTERTOP OVERHANGS GREATER THAN 10" 1'-2" MAX. TOP PLATE 2x6 STUD WALL 1/2" GYP. SEE PLANS FOR BD. WALL LAYOUT tBASE CABINETAS .T PER SHOP DWG. N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS 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 7'-4" U.N.O. JAN i� ��251 Pea mlttin tiGO C ii34 1� St. i_ucie n n 0 z Z O O 00 " < w < drC n V 0 ¢ ¢Do = Z z ¢ ¢ Lu CC Q U o 7 Q J 0) (n s � ILI CD n °� firr°\ �V o F O Z co Z Z rna o z EE 2 F- D' w Er Z 0 Er O 0 O z ® ¢ z o w U 0 U O Er ® w w w M O m W � 00 ® O z w CD ® o z z ii w Y. w x w F 0 z "'� rd"r ¢ En 0 0 U) Oct z z J w O = oLv z V U O G IE Ca O F ti W a- m p x 0 Q N Z co w w Lu w Ir re RELEASED:11/21/19 w O SHEET S z ¢ r� A 1. 'I z O Y I 3., I 5 -0 15'-0" 12 -0 g _0 1' 4" 9'-4" 1'-4" 1 I A5.1 FLAT SOFFIT @ T-4 T �I LANAI - d. CONCRETE NJ 8'-8" CLG. (ajll MOISTURE RESISTANT r DRYWALL CLG. - III iJ o 5' 4" 13' 4" 8' 8" � ---T-8 � — co -- Fi o0 I I g I , 1 - 35 SH 54"X63" EGRESS 60681 SGD TEMP 35 SH III I IIII -- , 41�� 3 52 r) 2 15-10� - — --- --- 6 0 - z OWNER'S CL SUITE _ __ N 8'-8" CLG. N R&S cV ES N :GREAT o - T co ROOM I 8'-8" CLG. r 5'-1 PTRY i\j t 8'-8" CLG. ih N 52�' SH R in 51" in ,_11" 15' 9" 2 ---- - NER' >\'—I -- n BATH 5; 01Ck I— $'-8" CLG, n KITCH N � 1 DINING �ao '-3" 4' 32" 2 -0" 6' a^ a ' AREA oII M �Cj ao L m n�I 8'-8" CLG. 96 ss _ nol REF. i0 —1 IIi� ADD 7/16" OSB RK WATER i'"i TO MECH. CL. LINE CEILING FOR cpp _i 9'-2° i FIRE DRAFT e T- 7 STOP r OS WIC I a L - "' O �i ct 8-8"CLG. i¢ x REF 3'-11" 3 72 Q UB PER o N.--- R&S HI/LO I SPADE y °� ',_ CF9%! COMM. r - M �/ ro SPECS N R&S XPER _ METAL RAG ,r l/ ,' - - --- `r ------ f HALL „ CV GRILL m LOCATION BR ? 1 3 -2 a CL 1 2$ I BATH 00 1 -- i, - .AHU [ 1 J, 8_-8" CLG. _ _ - - - 6 6� 3' 112" ��- i" X 3 72— 6-1z sTAN 3.gz 6 0 91 RK 1 m - CL60 BEDROOM 3 -- R&s \rr 2 HALL �" r) 8'-8" CLG. IJ +- 8'-8" CLG. R&S PRK----------- w DRYER W DRYER, FOYER XFER ss cV CL wVENT N SPACE L LNDY 8'-8" CLG. GRILLBRK N L- ---- �8 32 2 Ai WASHER F- - -�0 8'-8"CLG.1„110 7z BOX 1 I 7,_0" 6 12 3 92 1 72" 24,_6i WASHER ETAL THRESHOL SPACE EATHER TRIPPINGOD O 2868 SC W/ SELF CLOSER W 2" CONC. METAL THRESHOLD q ssS r ON CURB WEATHERSTRIPPING _ �� ENTRY � 2 0 r ---22 X 54"I 8'-8" CLG. 00 1/2 WALL BOARD ON ATTIC 1 BEDROOM 2 GARAGE SIDE PROVIDE _ _-__ACCESS 8" � 8" 8'-8" CLG. INSULATION AS REQ'D 17'-4" 5'-0° 101-01, - -_FLAT SOFFIT - AT 7'--4" MOISTURE *25 SH RESISTANT 37"X63" EGRESS O 2 CAR DRYWALL CLG. N GARAGE - o 8'-8" CLG. CV i F------------------------------------- ---'I I I � LOCATION VARIES Y LEGEND SYMBOLS n BUILDING/WALL SECTION MARKER SHT OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE VP 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 SOLID SURFACE COUNTERTOP 1'-2" MAX. TOP PLATE 2x5 STUD WALL 1/2" GYP. SEE PLANS FOR BD. WALL LAYOUT tSASECABINETAS PER SHOP DWG.I. ' N WD.BASE r MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS 11 E.Q. 4 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 7'-4" U.N.O. a 0 z N ¢ o L � w: t'3 a> 4. O< U ¢ Hmw¢ U�wa, -Z OCQoo' 9 Q = m U) Doc v o. Z Ig- w co Z Z z Q z 0 $Q Lu Lu Z z ® ¢ z w U U0: 0 0 a w Cc IQ 0 F- 00 F- In z w m a c� z ¢ CE z I uj 2 w w C6 wo C PER MAIN WATER mI' SERVICE x CONNECTION I i i I I I l COMMUNITY: 16070 GARAGE DOOR WATERSTONE „ PLAN # 6100 1, 4� 16 0 I' 4 '� 7-4 4-0 - - RELEASED:11l21t19 5'-01, 11'-4 FIRST FLOOR PLAN SHe 35'-0" SCALE: 1/4"=1' 0" LURED 12 12 ROOF SHINGLES PER 5 5:12 5 COMMUNITY SPECS. 0 12 \I 5 1 l 35 SH "35 SH — — 6068 SGD - — — — AISED SR BAND V -I REAR ELEVATION Or%A I C. 4 /A11 41 ^11 2" 4n00 GARAGE HEAD (OjTR'M DETAIL SCALE: 3/4"=1'-0' WINDOW HEAD RAISED STUCCO BA +1 AND �r I I RAISED 14 RAISED STUCCO BAND WINDOW SILL WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR' MEDIUM TEXTURE / x'1 • -• SKIP TROWEL FINISH t�-"=;y;i TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 5:12 �y 12 5y 5 ROOF SHINGLES PER I/ COMMUNITY SPECS. 5:12 2 1 6" ALUMINUM WRAPPED 6" ALUMINUM WRAPPED FASCIA W/ VINYL FASCIA W/ VINYL VENTED SOFFIT, TYP. - VENTED SOFFIT, TYP. T.O. MASONRY mC j _ T.O. WINDOW 00 00 'v I 4" WIDE I STUCCO BAND 4"WIDE STUCCO BAND (+1) U *25 SH.I (+1) FIN. FLOOR 16070 GARAGE DOOR 3068 SOLID PANEL DR. NED �w, a JAN 8 2020 FRONT ELEVATION Permitting Department SCALE: 1/4"=1'-0" `: Lucie County, FL 0 zLU ¢ Z o LU l V - Y -. LD o 00az Imo- m Q 0 w L._ U ¢ 2 Z � a- Ir Q V _ o � rn Cf) 00 Cz Q ZZ v a w Q Z z 0 O �i F- r3� O m Ln 0 O .j w W O 0 U w 0 O A x z z z x O 75 GE b� O z z z 0 W U 0 O W ir I~ 0 M. z RELEASED:11/21/19 w SHEET p x z A2. 'I zz j O FILE COPY STUCCO BAND i +1 c} .211 i 4" I 12 12 ROOF SHINGLES PER 5 5.12 5 COMMUNITY SPECS. 12 �5 �L. -u 1- 11 et } j- F- GARAGE HEAD Co=jR IM DETAIL SCALE: 3/4"=1'-0" 5:12 -12 0 12 WINDOW HEAD ROOF SHINGLES PER COMMUNITY SPECS. 5:12 2 RAISED �� 6" ALUMINUM WRAPPED FASCIA W/ VINYL STUCCO 6" ALUMINUM WRAPPED VENTED SOFFIT, TYP. ' BAND FASCIA W/VINYL — M +1 1 T.O. MASONRY miter VENTED SOFFIT, TYP. -, 2„-T F.O. WINDOW Orr 1'-0" 00 llr 411 G El -Jo ol4" WIDE STUCCO BAND O _ +1 I - I 4" WIDE STUCCO BAND (+1) FIN. FLOOR — — TUCRAISED STUCC.CO 16070 GARAGE DOOR 3068 BAND SOLID PANEL DR. WINDOW SILL 2 WINDOW HEAD & SILL DETAILS FRONT ELEVATION SCALE; 3/4"=1'-0" SCALE. 1i4 _i -o PAINT AND FINISH SCHEDULE 1 KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY MEDIUM TEXTURE / ;,�„3:;3i✓ BODY COLOR SKIP TROWEL FINISH < wff..<° `. 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) z z 0 oa z z a w w x F- z x C7 x Ir w w IL O x a x w F O 0 c5 o 0 w w w w w Cc cn w cr a w w m O x z Z Z O 2 FILE COPY C. ROOF SHINGLES PER 12 12 COMMUNITY SPECS. 5 5 5:12 7 12 SCALE: 1 /4"=1'-O" 12 12 ROOF SHINGLES PER 5 �/' 5 COMMUNITY SPECS. 5:12 12 —- 12 5'� Q 5 T.O. MASONRY I SCALE: 1/4"=1'-0" PAINT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE / 3rys a 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) BAN cnj��/ z a z z ❑ w U ® ❑ O MEMO a w cc w m 0 �I o I/ z 1nm RELEASED: 11 /21 / 19 SHEET A�s*311 C6 (7 z 3 06 .. x C7 Ifm U) cn w Lu w Lu w Ir 90 FILE COPY 99 PAINT AND FINISH SCHEDULE I 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. ROOF SHINGLES PER �12 12 COMMUNITY SPECS. 5 I/ 5 Q 12, 5 5:12 — 12 \�5 \ T.O. MASONRY rl i� 0 'zLu zz o _0 to (3 cn cr UOQ� W m 41 �_' H iu d i F U�:W� z CC Q U S 4U) �4 101) r� Qr cz C r, Q o z z Z z O W 00 H O ;t d 1 7 bo F- Lu w Z 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) 35 SH, z ¢ — -- ------ --- - —i-- -- FIN. FLR. '- -- ------'-- - --f-- -- --� O O ® LL z r� VI z — "�'h 0 w - RIG HT ELEVATION -SCALE: O D 1/4 1 0 O L Ir Imam lz w m co o Lei W CE W ¢ O � ) Z a r, ® w 06 06 z z Q = a W W W z z _ < ¢ 12 12 ROOF SHINGLES PER � 5 �T � 5 0 0 � COMMUNITY SPECS. z a co bo U W i. z a r` z � 0 c a F *25 SH FIN. FLR. Z a a a a a cc — ----- ------ !-----'----------------------- Lu SCALE: 1/4"=1'-0„ WATE STONE N#6100 W ELEAS D: 11 /21 / 19 w SHEET' O '.. - 2 z A z CL z N E > O NT 0 HI S 1'-01, ROOF PLAN SCALE: 1 /4"=1'-0" of T ' a 1 '-01, ATTIC VENTILATION SQ. FT. ATTIC NET FREE AREA NET FREE AREA AREA UPPER ROOF VENTING SOFFIT VENTING 2002 414 SQ. IN. 547 SQ. IN. TOTAL VENTING REQUIRED 961 SQ. IN VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) - 3 VENTS 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 A 0 z z � z o Y Q m M J O Y o ~ 0 U) UCr) ¢z co U 3:z �QUo (5 Q J rn U] 0 M v 0-4 3: w z z O Q w 0 O 2 F w z z a O 0 0 0 U O m 00 Ln O 0 w w w Z U) G i C u Q pD, Joe, JKV ��ti COMMUNITY: WATERSTONE PLAN # 6100 RELEASED:11/21/19 SHEET A3. 1 Y 4 0 w U 0 O W Ir Fml .. 1 -0 ROOF PLAN SCALE: 1 /4"=1'-0" 0 �I 1'-01, ATTIC VENTILATION LOWER ROOF UPPER ROOF (SOFFIT) VENTING VENTING SQ. FT. ATTIC NET FREE AREA SOFFIT NET FREE AREA ROOF AREA VENTING REQUIRED VENTING REQUIRED 2002 480 SQ. IN. 480 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. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PERMITTED, PROVIDED THAT AT LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET (914 mm) ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 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 0 I DED O T PERMITF� rl __�4 rl z Lu a � Y J ~ Q CO d ^» 0 w � Y x o� O�� C7� ~ m w ¢ � U wa z � < () (5 Q 0 J 0 ..� 00 n Q N n 0 Z 0 w G z z o O Q w cc r x O x w z z Q x O 2 m 0 O w 0 z z 0 Q z_ w w ZU O w o a w m w m m a 00 L w w 0cc o Q z 0 a06 z IL ■i a W w Lu n/ w w ~ vi O z ZQ U m m U) z J a w w w x Z O_ z U m w r ❑ � w n_ o x (L VW.1..l.V.\.. A. l WATERSTONE c PLAN # 6100 RELEASED:11/21/19 i . I Y 4) INSTALL WINDOW . t 2) SET P.T. WOOD BUCK OR DOOR. FASTEN PER OVER CMU PRODUCT APPROVALS WATERPROOFING IN ANS DEAL WINDOW OR URETHANE SEALANT. DOOR FRAME TO P.T. FASTEN PER PRODUCT WOOD BUCK AND APPROVALS. MASONRY 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOF AND EXTERIOR FACE OF SEAL EDGE OF P.T. WOOD BUCK AND SILL BUCK TO MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING @ 7" O.C.) CMU 5/8" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY BLOCK WALL CORNER BEAD DETAILS SCALE: N.T.S. 0 uj Z.. L. `7� _ ... .. .. tie LL J -Q = v y� y' r A5.1 U O ¢:Q:.. y` ROOF SHINGLES PER COMMUNITY = Z � ¢ In SPECS. (TYP.) z ¢ ¢ I U 3: w z I I oCaUo c7 a��rn rn j 12 12 5 PRE-ENGINEERED ROOF TRUSSES 5 MM a% o SEE FRAMING SHEET FOR DETUS R-30 INSULATION 00 00 I U WALL EXTERIOR C O 1) PROTECTO (WRAP LWM200 OR SIMILAR ON WINDOW SILL JAMBS _TO.M_ _ GREAT ROOM TRANSFER GRILL (BEYOND)BEDROOM T o WDW BEDROOM 3 LNDY. 2 R-4.1 INSULATION �N r I FIN. FLR. `-.`T=-�--=_ il'•ii=---I1-=1 li `i,= -: III III=ii 1 1i=III III-'LLi—�-1 --11111 ulnll_'nrl llll IIIIIIiI�I= III =H1 11-III-'I _III=11-11r11 - -� I' i-=III it -- -. I nl III II CONCRE -II' E F�OTING I 'i II��II I SEESTRUGT _,'r URAPLANS II II ��I I�I L ao Z ui R 4 1 a rn INSULATION O Q O d � z y � AND HEAD. APPLY AROUND 1 CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL A5.1 O .w cn 2 O % ¢ O If�.r z PRECAST SIL� ® o U BUILDING SECTION V f" ® U a LU . I SGALE' 1/4"=1' O,r � WLU m o zz ILL ® < � � z z - ¢ 2 A5.1 o SHINGLES PER COMMUNITY ® i � ROOF 0 .J z SPECS. (TYP.) 12 12 w LL 5 5 MM A.i., MM W w w i�i C6 uj z 12 PRE ENGINE ERED R OOFT SSES SEI FRAMI G SHEET FOR ETUS 5 Q Q R-30INSULA ION z — — T.O. M. — ------ a 2 CAR GARAGE LNDY. CL KITCHEN OWNER'S SUITE T.O. WDW w w z o a INSULATION © R-4.1 V O REF. INSULATION v o0 W SPACE 00 0^ a I QA Li FIN. FLR" ,I 1-I i_, -I I_, . -1 L-III-: -III _I _ _IL I_ ._, - - -. __ I__ - o '-- :_ r-: _'_' — —�, —., I. ,�.—�,1= I I _. ', I. -''.I-- — .:� I i-..: .r. I — � cv - - -III-II -II __.II -III-II, - -III-III - -.-.-II -III -III -III-11 -III-' _I,._,_II-- II LI„_ - - - - - ,- _ -.. _, - _ .: 1111='_ =11 -11 -III -_I -I e ; l l ._-_. IT d N L-ill I -1' I r l l_ I I' ;II_I I I I' I! I I I I I I'.',- I I d' I I 11=11.-III 11 -1! 1- 11 l i i I CONCRETE FOOTING _- II� _-I I.= SEE STRUCTURAL PLANS Ial III IIl1 I Ida. - 2 z ^, VE AN 82020 w ,.17 ent BUILDING SECTION a. Lucie C:r 1 EL SCALE: 1/4"=1' 0r' [1Pff7A_RST'0 RELEASED:11/21/191w� SHEET O z A5,1 ¢ Z >O. S Y COPY 1 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. TY P. I i I 12 - 12 5 PRE-ENGINEERED ROOF TRUSSES ` 5 SEE FRAMING SHEET FOR DETUS INSULATION PER ENERGY CALLS, TYP. -------�-------------- - 1_ T.O. M. T.O. WDW —------------- b zo b n FIN._FLR_ 4) INSTALL WINDOW 2) SET P.T. WOOD BUCK OR DOOR. FASTEN PER OVER CMU EXTERIOR CMU WALL PRODUCT APPROVALS ;: WATERPROOFING IN ANS DEAL WINDOW OR URETHANE SEALANT. 1) PROTECTO WRAP LWM200 OR DOOR FRAME TO P. . T FASTEN PER PRODUCT SIMILAR ON WINDOWSILL, JAMBS WOOD BUCK AND APPROVALS. AND HEAD. APPLY CORNER AND EXTEND AROUND ALL MASONRY 3) APPLY LIQUID WATERPROOFING AROUND THE EDGES OF THE WALL MEMBRANE OVER THE TOP SEAL EDGE OF P-T. WOOD AND EXTERIOR FACE OF BUCK TO MASONRY BUCK AND SILL PRECAST SILL CMU OPENING WATERPROOFING 2 SCALE: N.T.S. .'.eledededeleleeeA�e neeeeed.._ dnvdvw�povdpvinve� viviv�� vivii BEDROOM 3 _r a,a �s ale IP CONCR E FOOTING ,. CORNER BEAD (FASTENER & SPACING @ 7" O.C.) CMU 5/8" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY BLOCK WALL BUILDING SECTION SCALE: 1 /4"=V-0" � 2 A5.1 i ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 r 12 5 �� 5 i 12 PR ENGIN ERED OOFT SSES 5 r j SE FRAMI G SHE T FOR ETUS SCALE: 1 /4"=V-0" ol. J _ ti 0-160 - ^� 4 co QI _ FIZ o ¢ t w _ z w ¢ Uw¢ ¢ cc CZ_4 Q rn U F Z QQ Q O d z r, C w z z O U Qw EE O F w w z z w O � I o r z a p z U OWN 1 w 0 ¢ ® u cc w * * w m M 11ii�1 V I O =Wr F3l r r' Z w ® `d < ® z z y_ l� ) ¢ ¢ ...� r MIKEM Z a H �Y\ J a i�� W ^/AkAw r WI w U, W f vi (D z 2 ¢ vJ U) o 65 z J IL w, (1) w , Z O 1 z NOT INCLUDED ON THIS PFRM=1 W 0 0 0 z RELEp@SED: 11 /21119 w SHEET t, O 2 z '4.t Z a z > ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED 12 ROOFING UNDERLAYMENT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. ot TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE SEE ENERGY CALCS. ELEV. 112" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA 1x PT DRAPE BLKG BD. W/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP BD OVER RADIANT BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE FIN. FL. INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS TYP. PE SEE R OF P NT R SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN .— BENT METAL FLASHING REFER TO "L" FLASHING DETAIL .--HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL —12X LEDGER BOARD TOP OF C.M.U. (REFER TO ELEV.) 2XALUM WRAPPED FASCIA BD. WALUM DRIP EDGE \---SOFFIT AS PER SPECS. MASONRY LINTEL, SEE STRUCTURALS DQF 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. TOP OF C.M.U. (REFER TO ELEV.) EE 2x6 ALUM WRAPPED FASCIA LEV. BD. W/ALUM DRIP EDGE. 1/2" (MIN.) J \, --- \ PLASTER FINISH SOFFIT PER SPECS CLG. BD. \\_ SEE STRUCTURAL (81 TYPE'X' GYP. BD: SEE STRUCTURAL PLANS TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) 8" CMU BLOCK W/ CEMENTITIOUS FINISH DRIVEWAY PER COMMUNITY SLOPE GRADE AWAY GARAGE SLAB, SPECS FROM HOUSE SEE STRUCTURAL 4 PLANS p•_pr h 0.O1 SLOPE ' /SLLOPE FIN. FL. SLOPE . FIN. FL. FOUNDATION FOUNDATION PER STRUCTURAL DRAWINGS co PER STRUCTURAL DRAWINGS FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL 0 WINDOW WALL SECTION 0 GARAGE DOOR TYP. CMU COLUMN @ LANAUPORCH SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-O„ ATTIC OR - A SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM — PROVIDE 2X4 IL GYPSUM BOARD FRAMED BOARD g ENCLOSURE FOR 3 1/2" ° tl GYPSUM ELECTRICAL -1 PANEL, FINISH W/ GARAGE 0- BOARD z" GYPSUM BOARD NICHE FOR ELECTRIC METER ELECTRICAL LOCATION - SEE PANEL& PLANS. VERIFY ;� WIRING INSTALLATION IN FIELD � ELECTRICAL STUCCO PANEL ELECTRICAL PANEL FINISH EXTERIOR EXTERIOR CMU BLOCK CMU BLOCK WALL WALL CONCRETE O1 CONCRETE — CURB REFER TO PLANS CURB REFER TO PLANS -CONCRETE - �, SLAB ON r - GRADE GRADE AT GARAGE FLOOR ELECTRICAL PANEL I`"EAT CMU BLOCK .WALL SCALE: 1/2" = 1 `-0" 12 SEE ROOF PLAN SCALE: 1/2" - 1'-O" ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED ROOFING UNDERLAYMENT 12 PRE-ENGINEERED ROOF SEEROOF TRUSSES AT TYP. 24" O.C. PLAN 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.) 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT BD: W/ALUM DRIP EDGE. BD. W/ KNOCKDOWN SOFFIT PER SPECS NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION z. z z o ci) o M � ® w O LL ® z z ® �a � z z o w U 0 1 �Jul O a- ® w J m O W Wcc A ~ Z w r ¢ cn r ¢ L ® o "a .j cn z u J w Lu 03 w = i y Icy vi 5W Ike �' Z wiea rr < c 4 C WATERSTONE w IL PLAN # 6100 w RELEASED:11/21/19 w SHEET O x z A5,2 ¢ z O x �~'!'� Y`IIII 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 TOTALKVA 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. 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 COMPRESSORRANG 1 2 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 [)RYER I 30A 2P #10 #12 1P 20A DISPOSAL(AF/GFI) 11 12 #12 1P 20A WASHER(AF/GFI) 13 14 N ICRO,WAVE(AF) 20A 1P #12 #12 1P 20A REFRIGERATOR (AF) 15 16 G ENERAL LTG. (AF) 15A 1P #14 #12 1 P 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 1 P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 GENERAL LTG. (AF) 15A 1 P #14 #12 1P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A 1P #14 #12 1P 20A SPRINKLER SOLENOID 27 28 SPACE #12 iP 20A EXTERIOR (GFI) 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE PANEL SCHEDULE SCALE: N.T.S. STRUCTURED WIRE - PANEL (SWP) LOCATE BELOW SHELVING (VIF) IRRIGATION TIMER Q I LOCATION VARIES PER MAIN WATER SERVICE CONNECTION 7CIRCUITS A.C. COMPRE 3#10, 3/4" C 2" PVC STUB #4 GROUND WIRE DOWN FOR FLORIDA BLDG STEEL POWER & 3#Yo, 1#6G 1 Y2" 0 LIGHT GROUND ROD %"x8' GALV. ELECT. RISER DIAGRAM SCALE: N.T.S. FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4r=1 -0 n n N h ELECTRICAL KEY w z z o IQ DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Q ~ J� �F F, GROUND FAULT INTERRUPTER DUPLEX OUTLET w 220 VOLT OUTLET ti WALL SWITCH n �O THREE-WAY SWITCH H_� a[ FOUR-WAY SWITCH I.-m 3 - KEYLESS LIGHT FIXTURE = Z m h r U wM z CEILING MOUNTED LED LIGHT FIXTURE Q a J m I WALL MOUNTED INCANDESCENT LIGHT FIXTURE vP VAPOR PROOF LIGHT FIXTURE +Pl. LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE' g 4 EXHAUST FAN ~ 10 EXHAUST FANLIGHT COMBINATION R O M ® CHIMES (OPTIONAL) z O PUSHBUTTON SWITCH (OPTIONAL) < Q Z © COMBINATION SMOKE / CO2 DETECTOR 1- cn w z z so SMOKE DETECTOR Q O3 F4 TELEPHONE (OPTIONAL) Q w Q TELEVISION (OPTIONAL) ), :E C ELECTRIC METER p = ELECTRIC PANEL O x r DISCONNECT SWITCH JUNCTION BOX z / STANDARD ELECTRICAL LINE NOTES: A/C 1. PROVIDE AND INSTALL GROUND FAULT DISCONNECT 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 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. 2w JAN 8 2020 pp lrryt (^ ]al 6�1I )E.1 £.l ��•a.l„yq a�1 �. ® zZ z o w U O /� 1�, I � O O O j x IL x Jd w m i Lu z > � OCIr low z O v- W z z a a w w LL U w w ~ sri O z X x cn 0 Oct a m — � x w w ¢ } w w 0 x q a - Er U x o0 U) t7 N Q �ZQaaaaCc I O F w Ir U) w J COMMUNITT, WATERSTONE PLAN # 6100 w RELEASED:11/21/19 SHEET. O E l l z z O x Y Ow ASHMERE LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3Wx1464 S.F. 4392 SMALLAPPLIANCE 1500 SMALLAPPLIANCE 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 TOTAL LOAD 27197 KVA/240V 113 AMPS LOAD CALCULATIONS SCALE: N.T.S. 150 A METER COMBO 120/240V 1 ph. N3R 22K AIC 2" PVC STUB DOWN FOR FLORIDA POWER & LIGHT 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 1 P 20A WASHER (AF/GFI) 13 14 MICROWAVE (AF) 20A 1 P #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 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 1P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A 1P #14 #12 1P 20A SPRINKLER SOLENOID 27 28 SPACE #12 1P 20A EXTERIOR (GFI) 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE PANEL SCHEDULE SCALE: N.T.S. 150 A MLO PANEL A.C. COMPRESSOR 42 CIRCUITS N1 3#10, 3/4" C 1 I #4 GROUND WIRE BLDG STEEL 34/o, 1#6G 1 )2" C GROUND ROD %"x8' GALV. ELECT. RISER DIAGRAM SCALE: N.T.S. STRUCTURED WIRE — PANEL (SWP) LOCATE BELOW SHELVING (VIF) IRRIGATION TIMER LOCATION VARIES wPn PER MAIN WATER SERVICE CONNECTION FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" A/C DISCONNECT ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET AF WEATHERPROOF DUPLEX OUTLET „ GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 14 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE F� WALL MOUNTED INCANDESCENT LIGHT FIXTURE osr VAPOR PROOF LIGHT FIXTURE a LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN !3 EXHAUST FAN/LIGHT COMBINATION w CHIMES (OPTIONAL) 17 PUSHBUTTON SWITCH (OPTIONAL) cM COMBINATION SMOKE / CO2 DETECTOR o SMOKE DETECTOR �4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Ip ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH O 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 ........ 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. S. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PERC FBC E3901.9. t i i 0 z Lu z ¢ o Y a H W - g J O " Y = o~ O�� 0 rn _ WO¢¢ co u Lu U ¢ a 3:w cc Q U o O Q J U) F� �1 Pz ) a z O U Q rcz oc 0 m It zLL o O O z �yl ❑ w w U O 0 LLI o O ..a cr w M w W Oo W U O I� z 00 (n QL' M r W F.Ir O t� z ONES!�/ O LL" W ❑ i z g i w w w U) LL.I w cli 0 z z Z ¢ cr z z J a w cn w x z O ~ z P V � w 0 RELEASED: 11 /21 / 19 I i l SHR 2„VTR A` /� \ JI` 2„VTR r \ LAV \ AAV \ \ 2 KS f1 \ LAV \ 2" \ 2° 2" 2 2„ 3, 3' 3" PLUMBING RISER DIAGRAM ------------ LANAI I I I I I I I _I I I I I I f I I I I 'it OWNERS CL SUITE GREAT ROOM 2' 32 PTRY F - -- —L ® iI !I I I I -- -- OWNER'SI I I 16' 102" F= — O KITCHEN i DINING oO_ AREA L IBEO I I II OS WIC r 1 JJ I I DENS SLEEVE _ CL I HALL BATH 00 f I O BEDROOM 3 HALL L _ FOYER L rq' CLLo l LNDY cv i 3° TO SEWER � � 9 �1N I I r1N 00 15 DFU J o r _ N 0 1 V-32 M 3„ ENTRY M BEDROOM 2 2 CAR N GARAGE �\------------- -----1 am LOCATION VARIES i = PER MAIN WATER i I SERVICE i CONNECTION i I L SLAB PENETRATION PLAN SCALE: 1 /4"=1 '-0" a 0 z' a z o a LL � �i 40� U�az w0<4co ®1% =Z�a n z ¢ -Q Cc 3: 99 Q D _5 rn Q1 �a Q� r N <c) z 0 z z o O rnQ z w z z z a w o o J o 0 n z LLr a O z o w U 0) 0 U ® O a O �. i w r m o.J w m m 00 o a rn w imm Z O W 0 yam, Z Z Z 0 T�i ¢ w Z' a I W g w W w w w Z z N Z a Z w cc w O o mz aQddd CL O 0 F- O w w cc I> - RELEASED: 11/21/19 w SHEET O 2 Z Q z Y I R m to to (7 CJ3 T 14 T15' U -' _ — -- - 1 CJ1 'CJ3 U CJ1 m CJ3 cJ5 \ EJ7 - - - - 1 — — -- —_ - CJ 1 CJ3 cJ5 �;2 T 13 T12 T07 m T28 m F09 Tl0 T11 T11 0 _ Step for[ -MAC Duct- 1_H -06-0 7-01-00- T1C m — (�D T09 T08 T07 T06 0e ` J5 J _J ] m C9 L T04 T04 m m T04 ~ T03 T22 m m m C 7 w w J5 CJ3 CJ1 w, w w O L) LJ - �01 CJ5 m CJ3 CJ1 - -- 5-00-00 11-04-00 - L) L) Ld III,w L) 18-08-00 35-00-00 D D D J r D D r D i SHOP STAMP REVIEW Lot #/Plan Ashmere Review is for general compliance with the Construction Documents. Responsibility for correctness of dimensions, details, quantities and safety during fabrication lies solely with the contractor. X No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak 0 Rejected: 11/22/19 Oa,, $. &UgJAL DEARING HEIGHT 56HEDULE NOTE5: 1.) REFER TO HID G1 (REGOMMENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY 5RA6ING.) REFER TO ENGINEERED DRAWIN65 FOR PERMANENT BRACING REQUIRED. 2.) ALL .TRU55E5 (INGLUDING TRU55E5 UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENT5, 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4;) ALL TRU55E5 ARE DE516NEP FOR Z o c. MAXIMUM 5PA6ING, UNLE55 OTHERWI5E NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE 6ON51DERED TO DE LOAD BEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TRU55E5 MUST 6E IN5TALLED WITH THE TOP'DEING UP, 7.) ALL ROOF TRU55 HANGERS TO BE 5[MP50N HTU26 UNLE55 OTHERWISE NOTED. ALL FLOOR TRU55 HAN6ER5 TO DE 5IMP50N THA422 UNLE55 OTHERW15E NOTED. 5) BEAMIHEADER/LINTEL (HP?) TO BE I'Ul?'dt9I D 5Y DUILDER, SHOP DRAWING APPROVAL THIS LAYOUT 15 THE 50LE 50URCE FOR FADRICATION GF TRU55E5 AND VOIDS ALL PREVIOU5 ARCHITECTURAL OR OTHEK TRU55 LAYOUT5, REVIEW AND APPROVAL OF TH15 LAYOUT MU5I DE RECEIVED DEFORE ANY TRU55E5 WILL BE 6UILTVERIFY ALL CONDITION5 TO IN5URE A6AIN5T CHANGE5 THAT WILL RE5ULT IN EXTRA CHAR6E5 TO YOU. Requested Delivery Date Approved by: Date Builders a FirstSource Orlando "PONE, 407-551-' 100 FAX 407-Pjtd "'111 Plant City P11 ONE b15-75a ' i51 FP' X 813 I, 55 K. Hovanian Homes Moon Ashmere-A -,)FF,; Lot 58 N-,�c 11/19/19 TG/RW 2167572 MASONRY LINTEL {ASSEMBLIES 5EE 5GHEOULE.AND 5PEGIFIGATION5 FOR ADD'L INFO GROUT _ GROUT BOTTOM REINF. PRiiA57 LINTEL rv/ PRELAS7LINIEL rv/ EMBEDDED REINF. EMBEDDED REINF. rt MB-I MB-2 m� TOP R.EINF. OR CONT. GONT. BOND BEAM KI BOND BEAM REINF. REINF. A5 REQb 5RONT _T BOTTOM REINF. BOTTOM REINF. •: i PREGA5T LINTEL W LINTEL EMBEDDEDW BIBEDDED REINF. . Y`-�--Y MB 3 ' MB-4 MASONRY LINTEL VETAIL5 REINFORCEMENT _ MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-OB/OT --- ----- MB-2 8F8 IB/O7 --- _(1) #5 MB-3 8FI6-15/IT Q) #5: (1) #5: MB-4 8RF14-I13 - --- ----- APPROVED LINTEL MANUFAGTURER5 ARE: 6A5T-GRETE, QUALITY PREGA5T CO, AND LOTTS CONCRETE. NOTES: 1. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-a" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. B: ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ke1 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. T. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW SHEET LIST INDEX SHEET DE5GRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F=2.0 BLOGK PLAN 5-I.3 ROOF FRAMING PLAN 5D-1 FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAILS P8513-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN `THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. •`ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. •FASTEN PARTITION WALL5 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 GORROSION-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi........ SLABS ON GRADE (INTERIOR $ EXTERIOR)' fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED' TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 95% GOMPAGTED FILL. • MINIMUM LAP 5PLIGE ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. •HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. •'. _ 3.i GROUT SHALL BE ATM G416 F c-- 3000 P51 W MAX /8 AGGREGATE • _ CONCRETE MASONR�' UNITS BE ASTM 000 SHALL WITH A MINIMUM ' GOMPRE551VE STRENGTH OF 1900 PSI (F M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. CHU DESIGN BASED ON AGI 530/550.1 •' * REINFORGED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL: BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW: PROVIDE MIN 30 LAP 5PLIGE WITH FOOTING DOWEL • GROUT SOLID ALL REINFORGED CMU GELL5 AND BOND BEAMS •'ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TY . @ EXT. PERIMETER) • PROVIDE (U #5 BAR ROTTED SOLID ON EACH 51DE OF ALL MA50NPY OPENINGS 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 MA50NRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (AS 5HOWN 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 GRAGK5 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 a 12-0" D.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1: 15 RATIO CONNECTION 5PECIr-ICATION5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAILS" 50LE PLATE TO JOI5T/BLK'6. (5) NAILS @ 4" o.c. (3) NAILS @ 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS @ 24'� o.c. NAILS a 16" o.c. DOUBLE TOP PLATE NAILS @ 24" O.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP SPLICE ' G NAILS IN LAPPED AREA it NAILS IN LAPPED AREA TOP PLATE LAP a GORNER5 # INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120",SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN ROOF FRAMING GENERAL STRUCTUR�4L NOTES seal; ��\\tlillllll/J����� ``��S G. F�<������ n,9 ACCORDANCE WITH THE 6th EDITION (201�7) •, • SEE ROOF TRU55 UPLIFT CONNECTOR SGNEDULE FOP, ALL ROOF - DESIGN IS BASED ON 6th EDITION 2011 FLORIDAF ORIDA BUILDING GOD l_ J L L E FLORIDA BUILDING GORE (SECTION 160q) 7 - - LATERAL DE516N L L 5 6N REQUIREMENTS FOR THE 55 CONNECTORS. TRU55 NEGTOR i ,� WOOD FRAM NGIN E E EERIN6 15 F3A5 D ON ND5 NATIONA E L DESIGN " �`' = •c � - TEOF OLLOWIN6 WIND' SPEED � EXPOSURE ONLY: L ROOF SHEATHING SHALL BE 1/Ib MIN. O5 LYWOOD SHEATHING 24/16, EXPOSURE L' FASTEN SHEATHING TO ROOF MEMBERS 5 SPECIFICATION FOR WOOD CONSTRUCTION - LATEST EDITION. O 2 �. R P w/ 2 /8 x0.113 RING SHANK NAILS (R5R5 OI OR EOUIV) ® 6" O.G. AT PANEL EDGES 8 .DESIGN LOADS: ��i �'�i"• Lottt`?.•�C3 r Sg _O 165 MPH EXP. B"9 b" O.G. IN FIELD FASTEN SHEATHINGROOF T GABLE END $ DRA6 LIVE = 20 P5F DEAD = 1 PSF T.G. l0 PSF B.C.5tru CD copyriy{t� a � i eerin ,Inc. TRUSSES iv/ RING SHANK NAILS. � 3 O.G. (U.N.O.). PROVIDE BLOCKING LOAD DURATION FACTOR _ 1.25 ^^ CD ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. _ FLOOR LIVE - 40 PSF (INCLUDING STAIRS) WIND IMPORTANCE IPORTANCE FACTOR - 1.0 Q PROVIDE H STYLE GLIPS ALONG UNSUPPORTED EDGES. = 30 PSF @SLEEPING AREAS z J - INTERN PRESSURE - L E55 RE GOEFF I G I ENT ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN61 - 50 PSF @ GARAGE -:, DEAD 10 PSF (20 PSF TOTAL'® TILE ) E w n = ENCLOSED, +/- 0.1 b • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ WIND WIND SPEED d EXPOSURE A5 L15TED R15K GATE60RY II z CDULTIMATE Q, z 51MP50N VTGR GLIP5 @ 24" O.G. w a ANY WIND SPEED/EXPOSURE NOT LISTED ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 _ GENERA L FRAMING J N Q a HERE REQUIRES FORMAL EVALUATION $ MANUFACTURER, UNLE55 OTHERN15E NOTED. M E E z � a •EXTERIOR WOOD STUD BEAR # ING WALL5 SHALL BE 2x4 5PF 2 OR APPROVAL• FROM -MULHERN KULP EREGT AND INSTALL ROOF TRUSSES PER WTGA 8 TPI'S BG51 I 5YP#2 @ I6" O.G.; OR BETTER (TYP. U.N.O. ON PLANS). - J "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGING • INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x4 SPF OR 5YP W STRUCTURAL ENGINEERING. OF METAL PLATE CONNECTED WOOD TRUSSES:" ..STUD GRADE LUMBER 0I6 O.G., OR BETTER (TYP: U.N.O. ON PLANS). o • ROOF TRU55 SHOP DWG5. SHALL BE SUBMITTED TO ARCH 11 ENO. , m R A EXTERIOR I$ SHEAR WNALL 5HEATHiNG 5 ECIFICATION5 e ®� INDIGATE5 L GATION AND EXTENT OF 5HEARWALL NHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. ' 7/I6" PLYWOOD OR 05B FASTENED W PI 2/2 x0,131 NAILS @ 6 o.c. ALONG PANEL EDGES AND 12" o.C. IN THE PANEL FIELD. PLYWOOD OR 05B FASTENED W O1UI6" P3 2Y2"x0,13I" NAILS @ 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 1/16" PLYWOOD OR 055 FASTENED w/ ?2"x0.131" NAIL5 @ 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. " 3. ALL SHEARWALL5 SHALL -,H VE DOUBLE TOP PLATE5 FASTENED TOGETHER w/ 5V2"xO.131" NAILS @ Ib"o.c. USE (5) %"xO.131" NAILS ;@ EA. LAP, LICE, (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. ' 5. SEE ARGHITEGTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. b. ALL EXTERIOR WALL5 ARE GON51PERED SHEARWALL5. 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 SHEATHING EDGE NAILING REQUIRED AND OGGUR 16" -MINIMUM FROM THE ENDS OF THE SHEARWALL. Window � Door Allowable Wind Pre55ure5 165 MPH Wind Zone Ex `o5ure B OPENING SIZE INTERIOR ZONES 0 END ZONES 8' Garage Door +25.8 P51F/-28.3 P5F +25.8 P5F/-32.3 P51F I6Garage Door +24.5 P5F/-21.0 PSF' +24.5 P5F/-2G.6 P5F 10 SOFT. +2c1.4 P5F/-31.q P5F +2G.4 P51F/ 39.3 P5F 20 SOFT. +25.1 P5F/-30.6 PSF +28.1 P5F/-36.1 P5F 50 SOFT. +26.3 P5F/-28.8 P5F +26.3 P5F/-33.2 P51F 100 SOFT. +25.0 P5F/-21.5 P5F +25.0 P5F/-30.5 P5F 500 SQFT. +21A P5F/-24.4 P5F I+21.G P5F/-24.4 PSF (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate' pressures. Divide allowable pressures above by a factor of,b to obtain' Ultimate pressures: FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. ALL INTERIOR 5HEARWAL1-5 SHALL -BE CONSTRUCTED WITH 2x e a' STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX). J °o 0 • SUPPORT PORCH 8 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER w Y co „ FASTENED TO FRAMING w/(2) 3x0.131 NAILS ®6 O.G. • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE GON5TRUGTED c 0 <* o cn WITH 2x 'STUD' GRADE MEMBERS SPACED @ 24" O.G. (MAX). to m w o • ALL HEADERS SHALL BE SUPP RTE BY (1)2 JA K °C UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2:5T SINGLE ROOF TRUSS BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL , (2) 51MP50N HT520 51N6LE ROOF TRU55 BEARING ON OPT. A 51MPSON HETAI6 OPT B (U HETAI6 EVERY TRU55 + (U GMU WALL (OPT. A TYP. U.N.O.) ADD'L HETAI6 EVERY OTHER OOF 6.T. FLUSH BEAM OR FLOOR .T. BEARING ON CMU WALL ALL {2) 51MP50N HETAI6 IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION", MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTORS AND LOADS PER TH15'DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. O D x G STUD % (I)2x KING STUD, MINIMUM: - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 THE IW NUMBER OF JACK STUDS REQUIRED, U.N.O.. 'IF • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE IW 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE#2 (5YP) LUMBER, OR AW BETTER (KILN DRIED). FACE NAIL MULTI -PLY 2x BEAMS IE HEADERS W/ 5-ROWS OF 3 x0a31 NAILS @ 12" O.G. STAGGERED, APPLY NAILING FROM BOTH FAGE5 @ 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 8 M&K project number 068- 19051 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x F�05T5 W/ 3x0.131" NAILS @ 16" O.G. STAGGERED. APPLY NAILI1 6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS'. project mgr. N J M drawn by, N E H • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL issue date; 1 1 .1 8-1 9 CONNECTIONS (TYP. U-.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B REVISIONS`. FASTENED w/ 2Y2"XO.131" NAILS @ 6" O.G. @ EDGES 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL dater initial: UNSUPPORTED PANEL EDGES, TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 To FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: t,L5L - Fb=2325 psi; Fv=310 psi; E=1.55xIOb psi LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10''6p51 LEGEND • INTERIOR BEARING WALL • -- BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • i - EXTENT OF OVERFRAMING �- - - -INDIGATE5 I/8"A" SAW GUT'GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP 5CHEOULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (I2) Y4" ® ST I DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUGED STRAP GAP. FOR SHORTER TAPCON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIE5 TOGETHER iA WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5Y4"x3Y2" 5IMP50N.5D5 5GREW5 (OR 3y" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOGATE ry cs TOP $ BOTTOM NAIL5/5GREW5 2 FROM EDGE. 50LID 3Y2 OR 5Y4 C BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 8 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 51MP50N 5D5 5GREW5 (OR 6 3/a° TRUSSLOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTH5 �+ rJ OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN GONTAGT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS @ 24" O.G. d 0 FLOOR FRAMING • 1-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION GRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFAGTURER, UNLE55 OTHERWI5E NOTED. • 1-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 8 ENS.' FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23/52" A.P.A. RATED 'STUDD-1-FLOOR' 24" O.G, EXPOSURE I (OR APPROVED EQUAL) TONGUE AND GROOVE DO 5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 5GREWED w/ 10x2" LONG GRABBER 5GREW5 (OR EQUIV.) ® 6" O.G. AT PANEL E06E5 H 12" OC. AT INTERMEDIATE SUPPORTS. O LL. V/ F_ W z ® a 0 Z 0 Ld ii U W ZD Li TYPICAL STAIR WN15TRUGTION NOTES W z � t- CO• (5) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR �j' LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ Lo (1) 51MP50N A55 CLIP AT EAGH STRINGER. f - • FASTEN 2xb, P.T. PLATE TO GONGRETE SLAB w/ (5) 3/6" DIA. x 5Y2" 0 d LONG TAP6ON5. v ! J • FASTEN END STRINGERS TO ADJACENT WALLS W (2) 3"x0,131" NAILS •��• AT EACH STUD, WHERE APPLICABLE. sheet; • PROVIDE 5/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS: • SEE STAIR FRAMING SECTION FOR MORE INFO. SI�01 • LEGEND seal: �����\S G. �Sgj G. \��\ 35'-0" • ® INTERIOR BEARING WALL *; • BEARING WALL ABOVE ' _ = -a of yip®, AT 15'-0" 12'-0" 3 8'-0" le • BEAM / HEADER ���� fi.... LANAI SLAB: • —I • LOCATION • LOCATION AND EXTENT OF 5HEARNALL © copyright: MUX10 3 )/2" GONG. SLAB ON I ( r structural Engineering, Inc. CD GRADE (2500 PSI I iv I I EXTENT OF OVERFRAMIN6 _-J I MIN.) N/ 6x6-WI.4xWl.4 3 z J MESH OR FIBER MESHLU Q 0 • - - ----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT W o ON q5% COMPACTED I SD -I INDIGATE5 LOCATION OF REINFORCED GMU GORE w N rn FILL OR VIRGIN 50L. I El (5EE NOTES) 2 5D-I 3 I 7 q 5D I 5D-1 I 2 5D-I METAL HANGER w + ¢ LZ 5D-I 3 /2" STEP I INDIGATE5 P05T ABOVE. PROVIDE SOLID a � a o BLOGKIN5 UNDER P05T OR JAMB ABOVE. - r 18' 8" 6'-�" 10'-2" REFER TO 5-0.0 FOR TYPICAL M. 5TRUGTURRL NOTES I$ SGHEDULE5 J E a � s I Z 1 p o v i 5.6.5t. REGE55 PER i N m LIS MANUFACTURERS m a INSTRUCTION I I I I l I _ -- - - M&K protect number •- 068-1 9051 1 i I I NOTE: REFER TO BLOCK I • project mgr: N J M � PLAN FOR ALL DOWEL, _ drawn by: - N �_ f --j LOCATION DIMEN510N5.1 i I issue date: 1 1 -1 8-1 9 � L m I REVISIONS: I i date: initial; o 2 I � I i a CR I O I I � � I I 18'-0" i 7 17'-0" 5D-I } —=------i3Y2nSTEP I 1- 3 STEP / ° I sk 4 6 I I Ca SD -I i I 5D-'I I a 0 _J 5ARA6E SLAB: I I 3 Y2" GONG. SLAB ON GRADE • I (2500 PSI MIN.) W 6x(9-WI.4xWl.4 MESH OR FIBER MESH OVER 6 I • • • • w MIL. POLY ON.g5% COMPACTED I 0 FILL OR VIR61N 501L. I 3 2 N I I ! U 5 J SD -I • I cv I . 5D-1 w I U) I I SLAB PLAN I I 0 F- SCALE: I/4"=1'-0" (22x34 SHEET) UO I SCALE: I/S"=1'-0" (IIxl7 SHEET) Lo i L---- ---------`—� UJ Sk 0 �? _ I TT 5D-I sheet: 5'; 0'i 35'-0 Ire L ENS seal:\\\\�, G F //ls�� ?✓1J9 •� i 35'-000, INTERIOR BEARING WALL * ; N * _ 00 • � _- _ � BEARING WALL ABOVE 10 % 7 F ' 5'-4" 4'-6" 5'-2" I'-4" q' q" 1'-4" 411 4 6 3'-2 `� '�i��'•,COR1.. • � � BEAM /HEADER .._,. ��//SS/ONAL MC3-2 , • LOCATION AND EXTENT OF 5HEARWALL © copydgNi(APMR¢rygpollL •❑ > Q Structural Engineering, Inc. i EXTENT OF OVERFRAMIN6 CD z • ---INDICATES 1/8"A" 504 GUT CONTROL JOINT °,u w o N N _ Q INDIGATE5 LOCATION OF REINFORCED CMU GORE rn - p o El (5EE NOTE5) 1-0 w aQ J L METAL HANGER a INDICATES P05T ABOVE. PROVIDE SOLID Z = a o BLOCKING UNDER P05T OR JAMB ABOVE. ' • MA5®NRY LINTEL DETAIL5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT' M13-1 brb-OB/OT ---- ---- ME6-2 bFe-lb/OT ' ----- (1) u5 . 1,16-3 6FI6-I8/IT (1) #5 (1) 45 M13-4 SRF14-113 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T GRETE, QUALITY PRECAST GO., AND LOTT'5 CONCRETE: NOTE5: L ALL LINTEL5 W 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REGMIED. - 3. ALL LINTEI-5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, ry=60 ksl b. ALL LINTEL5 5PEGIEIED'ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW 0 m • N r - - o - o _ 1- 0 O; I — MA50NR'' LINTEL A55EMBLIES 5EE 5GHEDULEAND 5PEGIFIGATION5 FOR ADD'L INFO eRGv 6ROUT BOTTOM REINF. R A PREGA5T LINTEL W/ PREGA5T LINTEL w/ EMBEDDED REINF, EMBEDDED REINF. MB-1 MB-2 m� U TOP REINF. OR GONT. CONT. BOND BEAM BOND BEAM REINF. REINF. A5 FM'D 6RWT v GROUT BOTTOM REINF. BOTTOM REINF.. •' .i PRECAST LINTEL w/. o �n ry EMBEDDED REINF. EMBEDDED REINF, MB-3 MB` 4 r REFER TO S-O.O FOR TTP I GAL a 5TRUGTURAL NOTES i 5GHEDULES c c lJJ T/) = a m� ZT� a Z aA m o N m C 0 (D y to W (D o N CrM O_ M&K project number: 068-1 9051 ro'ect m rIM drawn by: N E H issue date, 1 1-1 81.19 REVISIONS: date: Ntlal: z sheet 0 O LL Ld D Q U ® w_ U J (U � Uj W z O L �n w O Q J Fm2.( 1, OPT. B UPLIFT GONNEGTOR ®MAIN ROOF (SEE UPLIFT GONNEGTOR 5GHEDULE FOR MORE INFO) 3 5p-2 _- °LU 0 11' a 3 3 u 5D-2 SD-2 20 HIP 61RDER TRU55 5D-2 5D 2 I i ROOF FRAMING • SEE ROOF TRU55 UPLIFT GON%GTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. q of • ROOF 5HEATHIN6 SHALL BE UI6" MIN. 0513/PLYWOOD 5HEATHIN6 24/b, �0�`' EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"x0.113" �i/ASS,' RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6"O.G. AT PANEL EDGES d ///1f 0NA1- �`\ ® 6" O.G. 1N FIELD. FASTEN 5HEATHIN6 TO GABLE END B DRAG OO mPyrynr.�i6lM lEnkbtd Structural Engineering, Inc. - TRUSSES w/ RIN6 SHANK NAIL5 @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. AA PROVIDE 0 "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. .. z • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. D z o • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ z a 51MP50N VTGR CLIPS ® 24" O.G. '' J � • ALL METAL HAN&ER5 SHALL BE 5PEGIFIED BY THE TRUSS Q MANUFACTURER, UNLESS OTHERWISE NOTED. z a • ERECT AND INSTALL ROOF TRUSSES PER WTGA It TPI5 BG51 Icc= ox "GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 E OF METAL PLATECONNECTED WOOD TRUSSES." W c~n / IYZ F • ROOF TRUSS 5HOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. Q I FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. 1 F. o ~ j . / - LIL p • SUPPORT PORCH g SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER �..I w a) -o Co Yop o wV \ _oT- Lu FASTENED TO FRAMIN6 w(2) 30.131" NAILS ® I" O.G. G o dao _T- WQ oILI- . UPL 1 FT CONNECTORS SEARING CONDITION TRU55 CONNECTOR LEN6TH < 15, 51MP50N H2.5T SINGLE ROOF TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF 6IRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) SIMPSON HT520 SIN6LE ROOF TRUSS BEARIN6 ON OPT. A 51MP50N HETA16 OPT: B (1) HETA16 EVERY TRU55 + (1) GMU WALL (OPT. A TYR U.N.0) ADD L HETA16 EVERY OTHER OOF 63: FLUSH BEAM OR FLOOR T. BEARING ON GMU WALL. ALL (2) 51MP50N HETA16 IT 15 THE RE5PON51BILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED I^IOOD TRUSS CONSTRUCTION". MbK HA5 EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL` SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS IV IIV M&K project number 068-19051 project mgr. N J M drawn by: N F_ H issue date: 1 1- 1 ,3- 1 9 ..v REVISIONS: date: initial I � I ,.Ivz I �z HIP 61RDER TRU55 \ \ I d _Q VALLEY TRU55 ~ 0 O.F. 24" LL. Lu a 0 0 w I I 3 1 -J 0-2 5D-2 Ind F- — HIP 61RDER TRUSS - �y OPT. B UPLIFT CONNECTOR CC� �RAK N& FLAN x W I SEE` UPLIFT CONNECTOR SGHEDUL SCALE: I!4"=1'-0" (22x34 SHEET) W ~ FOR I MORE INFO) SCALE: I!6"=1'-0" (IIxl1 SHEET) 0 I 1 I LL 00 U~? O I 5D-2 W I — — sheet: I 5D-2 hI I I II FILLED CELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL Y2" GYP BD. EA. SIDE OVER 3/a° PURR STRIPS OF 2x4'5 ® Ib" O.G. 4" GARAGE - -PER BUILDER (1) #5 VERT. FROM PTO. T Yz° J_BOLT56" FROM EA. `, BOND BEAM. LAP w/ HOUSE SLAB TOP Y IEW SPA E ®32OF LO.GD FOUNDATION DOWEL MIN. - (SEE PLAN) @ CORNER 30' 6ROUT CELL SOLIDI w 2 (b MIN. EMBED) STUD PLATE TIES PER F -1 Q PT BOT. PLAN ® STUD TOP $ ° a � GONG. OR PAVER 6ARA6E WALL ° - PLT. BOT. DRIVEWAY BEYOND = 111=1 il I=1 11=1 I -I ° ° ��---. o GRADE 11=III=111-III=111 a ° =1 - =1' ATIO/PORGH/LANAI SLAB ;I1-II1 1 I`�I - o GARAGE SLAB -5 III= (SEE PLAN) - a v o III II�III I<° _ ° . m (SEE PLAN) =111-, l-1I-111- ° 4 I) #5 DOWEL Wl b" HOOK A7 GRADE ALL VERT. WALL REINF _ a . - - ° I I -LOTI _ - III=111_I 1III-111=111_I - � SEE PLANS FOR LOCATIONI # - - 1=1 III ) 1,=1 1 —=1 (2) 5 5 GONT. W/ all all 1 = = =11 GLEAN COMPACTED -J =111 3 MIN. CLEAR III=III=III-III-III=I I=111=11' FILL 95% MONOLITHIC FOUNDATION I III III III I. II _ -1 = I I-11= =I= I -o : 8"xa THICKENER Ib x8 THIGKENE 11 111 STANDARD DENSITY W/ (2) #5 GONT: ON CHAIRS -1 EDGE W/ (2) #5 1 I M I I 111=I I 1 11 1 I I MIN. SLAB W/ (1) #5 GONT. GONT. -III-1 I -I WHERE DSTORY WALL OCCURS DIRECTLY ABOVE THE UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND '' E' GMU WALL SHOWN, FT6: SHALL ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A BE 1'-4" WIDE W (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. THICKENED EDGE @ G RAGE_DOOR DETAIL (:DFOOG SECTION W/ BLOCK IL DETATHICKENED EDGE DETAIL GDOAN DETAIL GARAGE 5TEP' SCALE: NT5 SCALE: NT5TINSCALE: NTS SCALE: NTS I L_ I 11 i 8 GMU BLOCK " 8 GMU BLOCK il 8 GMU BLOCK R4:I FI-FOIL OR EQUAL : :; 8 GMU BLOCK `. R4. FI- FOIL OR EQUAL 8 WIDE CONT I R4.1 FI_ FOIL OR EQUAL I #5 RT, FROM FT6 TO GONG: GURB BEYOND 3 „ B VE OVER 3/4" PURR STRIPS OVER 3/4" FURR STRIPS OVER UI PURR STRIPS BOND BEAM. LAP w/ _ -PER BUILDER -PER BUILDER U #5 VERT. FROM FT6. ' EXTERIOR DOOR PER BUILDER # ( II FOUNDATION DOWEL MIN. (U 5 VER7. FROM FT6. TO III TO BOND BEAM. LAP w/ HOUSE SLAB 30 GROUT CELL SOLID HOUSE SLAB BOND BEAM. LAP w/ HOUSE SLAB w MTL. THRESHOLD FOUNDATION OWEL I D GARAGE SLAB (SEE PLAN) (SEE FLAW FOUNDATION DOWEL MIN. � PORGH/PATIO/LANAI (SEE PLAN) MIN. 30" GROUT CELL SET IN SEALANT (SEE FLAW 30" GROUT CELL SOLID � SLAB OR PAVERS D UA SOLI , ....PAVERS (SEE PLA N) _ ( E X (SEE PLANS) I 77,II_a . 41r�'nlal - -_- - -- =1-I I=I I=1 1 11=111 1 I I=111=1 :.ea. _ ---— --.I a .g..-.. — —. — —.GRADE _ - __I ° a = O RADE I1 I 111L LI L III I{ - _ - -11 I_ITI 111 III II -- -- - _ _ II_I-III-11 - - _l_I I i-III III I I I I �� I I I I I III III 1=__- I IIILIf III IIIEXP JOINT � O -_ - _= - -_ 111I fI -III m = _mI ll- _ _I - I I II I ICIPVG GHRSE SLEEVE TO BE U #5 DOWEL Vyl 6 HOOK AT =I - 1=1 - ` 1= - U #5 DOWEL W/ 6 HOOK AT � I - -= -= LIIII--TWICE THE DIAMETER OF =11 I� -11 - -IALL vERT. WALL REINF: _ _ III � ALL VERT. WALL REINf. O � 1-III11 _ PROTECTED PIPE ,.._:,------_ .�...... _ _ _ - _ _`-, _�,,I ILI_.. 1i1 (SEE PLANS FOR LOCATION). _ -1 I � MONOLITHIC (SEE PLANS FOR LOCATION) I I_I 11-111-LI l_ I L L11 L� 1 I 1 l 11 IIIIII-I I- I,I # GLEAN COMPACTED - + GLEAN COMPACTED -1 I-J _f FOUNDATION W/ (2) 5 -11 E _III-11. GLEAN COMPACTED GLEAN GOMPAGTER , � � � MONOLITHIC FOUNDATION' GONT. ON GHAIRS FILL ®G5% FILL ®95% MONOLITHIC FOUNDATION PILL ®q5%' I p MONOLITHIC FOUNDATION FILL ®95% STANDARD -0 STANDARD1 -p W/ (2) #5 COW. ON I -O STANDARD DENSITY MIN. W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE MIN. DENSITY MIN. CHAIRS STANDARD DENSITY IN. (2) #5 GONT. ON CHAIRS TREATED WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2W STORY WALL WHERE 2ND STORY WALL OGGui DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FTC. SHALL 8" GMU WALL SHOWN, FT6SHALL . SHA8" GMU WALL SHOWN, FT6. SHALL 8" GMU WALL SHOWN, FT6. SHALL BE 14" WIDE w/ (2) #5 BARS BE 1'4' WIDE W/ (2) #5 BARS BE 1'-4' WIDE W (2) #5 BAR5 ` BE 1'-4" WIDE W (2) #5 BARS - GARAGE CURB DETAIL / ENTRY POOR DETAIL EXTERIOR' WALL @ PORCH/PATIO/LANAI DETAIL p�y, GHA5E DETAIL V SCALE: NT5 SCALE NT5 v TS SCALE NTS 0 SCALE N 1 O I 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" PURR5TRIP5 -PER BUILDER MTL.THRE5HOLD HOUSE SLAB SET IN SEALANT, (SEE PLAN PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. ° 1- 77 III lll_� I_III a 11�111-III-III - I I1=1 III=1 III-1 I -III 'N li-I I - III ITI= m III=11 II - II-1 � I I_I LII III -III III1 ,- MONOLITHIC lI-1II LII=IJI=III GLEAN COMPACTED =ILI=III FOUNDATION W/ (2) #5 ` FILL ® 95% STANDARD I'-O" GONT. ON CHAIRS DEN5ITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6.5HALL BE I'4' WIDE w/ (2) #5 EARS &EEXIERIOIRR AL OUT5INING 15GD FOAED SILL5 DETAIL Es Ni ll1"'JG. j���vc"`. seal: \0k IF- 0 4 lf copyrgF%�1��. structural nglneenng Inc. ' ^^ CD 1..4 Z JLU w , w Z � c m Z a w CD a CD Z Q� a z� W c Cq 'p J TTa_ m j rz .I� N > a 0o Z a CD W O Y CD o C.0 y m Lb W CD N M o 11, M&K project number: 068-19051 project mgr: N; M drawn by, N E Ei issue date: 1 1-1 8-1 9 REVISIONS: date: initial: Cz C r7 �a O I L. 17= W 0 J W c} I--� ® LLI z �} Q W F--� U? L� � W LLI Q C 0 � a- 0 0 LL _J i sheet; i i' Il �� rP seal. / 19 G. NN R i 5HT6. TO HIP PROVIDE SOLID SHIM BETW'N TRU55 I FASTEN ROOF i SGONNEGTOR IF TRU55 LOCATED G.T. W 2 x0.113 RING E55 THAN FROM CONNECTOR. SHANK NAILS " , PROVIDE 50UD SHIM BETWN TRU WHERE U55 15 GREATER THAN I Y z TR z i � A EDF t GONNEGTOR IF TRUSS LOCATED FER TO O N GTOR FROM UPLIFT CONNECTOR, RE , ,� ,p , tU .. LE55 THAN I Yz FROM GO N E i TYPIGALREIROFIT DETAIL P. i F �• <ORIOP�' e"� 2 �; i S WHERE TRUSS 156REATERTHAN IYs, /r S1 FROM UPLIFT GONNEGTOR, REFER TO c' co ri M� O E �A TYPICAL RETROFIT DETAIL P. I;. Q PY 9 Struct('a1 Ehig�inc: FASTEN ROOF SHEATHING TO FASTEN ROOF SHEATHING „ 3 TPU55 OVERFRAMIN6 s s „ " FASCIA WITH 2 3/a x0.113 TO FASCIA WITH 2 /a x0.1i3 � I PER PLAN ^ � RING SHANK NAILS RING SHANK NAILS ® 6' O.G. ® b" O.G. I SEE UPLIFT CONNECTOR z 5GHEDULE ON PLANS FOR HIP 6.T. w CONNECTOR SPECIFICATIONS UPLIFT CONNECTOR SEE UPLIFT CONNECTOR z o w X SEE UPLIFT CONNECTOR 2xb FASCIA -SEE PLAN SCHEDULE ON PLANS FOR OOF TRUSSES o SCHEDULE ON PLANS FOR -SEE ARCH CONNECTOR PER PLAN HIP JACK f z J TRU55 5 SPECIFICATIONS R SPEGIFIGATIONS T ON5 CONNECTOR 2xb FASCIA REINF. MASONRY LINTEL/ BEAM ROOF TRUSSES -SEE ARCH -SEE PLAN FOR SPECIFICATIONS. y . -SEE PLAN Q PROVIDE MOISTURE BARRIER 8" GMU BOND BEAM PLATE (PER TPU55 MANUF) ® I ZD m Q U W/ (I) #5 GONT. EACH TRUSS. PROVIDE MOISTURE BARRIER �' v o. 8 GMU BOND BEAM m �? PLATE (PER TRUSS MANUF) ®- c c 8" REINF. GMU WALL CONNECT EACH END OF W/ N #5 CONT. F- o m VERT WALL REINF. TO EACH TRU55. W — s SEE AN FOR VERT. CHORD OF cn PLAN o A TO TOP OP FASTEN BOTTOM M 50NRY INTEL Lrz 4 HORZ. REINF. SPECS EXTEND INTO BOND BEAM PIER/ WALL w/ (1) #5 BENT G.T. TO TOP OF WALL w/ 8 REINF. GMU WALL m 8 GMU BOND BEAM w/ -SEE PLAN FOR VERT. Q DOWEL w/ 24' LESS SIMP50N H6AMIOKTA CLIP ® VERT WALL REINF. TO Q (U #5 BARS CONT. 48"O.G. d HORZ. REINF. SPECS EXTEND INTO BOND BEAM J F- yo Z CD 8" REINF: GMU WALL VERT WALL REINF. TO c o v -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM d HORZ: REINF. SPECS W o N 0 O5EO7I0N 3 5EOTION _ SECTION 20 SECTION m SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' SCALE: 8/4"=I' O° 2X8,xl2" P.T. (� OF OPENING (1) #5 IN CENTER BUGK M&K project number: BOND BEAM • O 6 S g O F� OVERFRAMING TRU55 VALLEY SET f Q project m9r: Nqi M s#" ALL LAPS IN MASONRY 25" — — _ — — — — — > • 3/e° DIA. ANCHOR drawn by, �4 E, H loll lollissue date: I (I) #5 BAR IN PRECAST LINTEL 2X4 P.T. TOP BUGk 1 1 - 1 8- 19 RUNNING BAR , w (2) #5'5 VERTICAL IN GROUT FILLED • 2X8 P.T. BUCK EACH REVISIONS: CELL. IN WALL5 GREATER THAN 30 'm" j WIDE, ONLY (I) #5 I5 REQUIRED' SIDE OF OPENING date. initial iao (1) #5 VERTICAL IN GROUT FILLED CELL • EMBEDMENTPROVIDE )AT EA1C,H DOOR BRACKA. J-13OLT Ill ET, eNo MAIN ROOF SHEATHING (IF REQ'D PER PLAN) EACH SIDE OF DOOR. PROVIDE I-Y2"XW6" ENTIRE COLUMN TO THICK WA5HER W/ EACH ANCHOR (15T BOLT I EN GROUT FILLED TO BE 8" MAX ABV. CURB REST EQUALLY _ FASTEN EACH OVERFRAMED SPACED APPROXIMATELY 24' O.G.) _ _ O'_O" TRU55 TO TRU55 BELOW #5 BENT CORNER BAR FIN: WITH (I) 5IMP50N VTGR CLIP ® 24" O.G. GROUTED CELL MAIN ROOF TRU555 START BOLTS AFTER G G ( , E CURB 8 MAX) y NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES CZ .; TYPICAL OYERFRAMINC TYP. CORNER PERT. WALL = CONNECTION DETAIL O REINFORCING DETAIL PERT. REINFORCING DETAIL GARAGE DOOR 1UOK DETAIL y A SCALE: N:T 5 SCALE: NTS SCALE: NTS SCALE: NTS - BOND BEAM - GONTIN. PRECAST HEADER —�IT 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. CA5T GRETE WINDOW SILL, OR EQUIV. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SIMP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/a" DIA: HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE SEE DETAIL ON ..INSTRUCTIONS STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION FUTURE 8' GMU AAAA� INFO NOT SHOWN HERE BLOCK " 1 #5 VERT. BAR To BE 1 LOCATED PER PLAN DRILL 6" INTO EXI5T'6 N GROUTED CELL FASTEN EA. ROOF TPU55 TO GMU w/ ) a SLAB, EPDXY d DRIVE ` 51MP50N M5TMI67W15T STRAP. #5 DOWEL, PROVIDE MIN. - FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 O 30 LAP SPLICE I ( m • Ya° LONG TITEN SCREWS ' I I � ' PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) @ L EACH TRU55. 4 e III III= —_ III III PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ,GRADE III -III III I ROOF TRUSSES ®EVERY OTHER BAY =III IIL—ILI=III III III=III FASTENED TO GMU w/ (3) Y4" PIA. x 3 Y2 LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF III=I-�=III T III I TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END III=III III a =I I I I-III=III a ILI—III - ��IIIIIIII ;III, III-111,111 DOUBLE WINDOW QMA50NR`( PIER DETAIL P RE RO�IT DETAIL M155ED DOWEL RETROIT DETAIL_ - _ - --- - %AM: NM TRIPLE WINDOW SIM. SC 3/4"-I -0' STEM FOR DROPPED GRADE 5GALE: NT5 51M. ®CMU . LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH15 HOME � SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REGUIRED ALL APPLICABLE AREAS. THESE WHERE 5PEGIEIGALLY INDIGATED DETAILS ARE NOT "GUT ON THE PLANS. ("GUT") ON THE PLANS. d 0 0 � C i IJ..L W t' -, U 0 ® LJ U J W W j } � 0 I- 00 r,r I—' U) w o d J sheet: Yb z Y�— s WOW i I seal: \\\\AUllllh//� �b i 4 \ 1 4 i F 5 PERMANENT ROOF TRU55 BRACING NOTES: (51N61LE FAMILY HOME OR TON NI4OU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. NOOD TRU%Er SHALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (B051) "GUIDE TO 600D PRAGTIGE FOR HANDLING, I145TALLIN6, RE5TRAININ6 4 BRACING OF METAL PLATE CONNECTED WOOD TRU%E5,' (20W EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYNYJOD/05B 5HEAT141W. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TAU% OR TO PURLINS FASTENED TOP CHORD, CONTACT M4K FOR BRACING DE5I6N. 3. BOTTOM CHORD BRAG 1%, a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIRECT -APPLIED 6.N1B. GEI1-I146 4. WEB MEMBER BRACING: THE TRUE-6 MANUFACTURER 5HALL INDICATE THE TRUE-5 MEMBERS (WEBS, VERTICAL5) THAT REQUIRE LATERAL BRAGIW/RE5TRAINT. a. T' OR 'L' BRAGE WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRANIN6, UTILIZE T OR 'L BRACE5 (REFERENCE B(,5I-83 FICURE5 63-18 4 153-1cl). SHOP APPLIED REINFORCEMENT PER BC51433 F16URE5 83-22 4 BG-25 15 ACCEPTABLE • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER • 'L' 4 T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE KB/VERTIGAL MEMBER. • FA5TEN 'L' OR T' REINFORGINC6 TO NEB/VERTIGAL VV Ibd GUN NAIL5 (0.13lx3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: NHEN THREE (3) OR MORE 51MILARLY CONF16L RED ROOF TF465E5 AL16N, CON11NUOU5 RON5 OF LATERAL BRACING MAY BEU5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T BRAGE5. CONTIN0005 RON5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. RON5 SHALL 13E LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUE-5 COMPRE5510N NEB N/ (2) I6d GUN NAILS (0.131x3 1/27. • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRACIN6 (MIN. 2" THICK NOMINAL •d�GENgF.��'rP��i 'Q� N r v` r I r T'P 7�. OF Qy�zz �t(ddrk919 'ering,Inc. z w z o _ co ■i 7 w Q � J Q � z I— Q U vUJ �; c oC C/) c .5 T 6 is ~ ;. 'D CD-0 W O ti m LUMBER $ MINIMUM 5PF '5TUD' GRADE MATERIAL). TH15 BRACING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL NEB MEMBERS OF TRU55E5 GLO5E5T TO EACH 6ABLE END H m Lo HALL 4 ADDITIONAL DIAG0NAL5 AT 20'-0" A5 REQUIRED. c5 W o N C. Cl) O_ DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) I6d NAILS ® 51DE OF NEB AT 20'-0MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYNOOD/0513 ROOF 5HEATHIN6 GOMPRE-55ION VEB (5LOPIN(5 OR VERTICAL) M&K project number: CONTINUOUS LATERAL BRACE 068-1 9051 ALTERNATE ® (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE -.IWIV. TPU55 5HOP.DRANING5 R project mjC 1 \1J M _ FOR LOCATIONS) drawn by: 1\1E H 2x 5TRON6BACK MAYBE INSTALLED FOR CO%T PUGTABILITY ISSU2 date: `] `] - `]. 8- `( 9 TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORDI(NOT 5TRUGTURE) REO'D FOR REVISIONS: GONTIN. LATERAL BRACING date: initial: TO LAP A6RO55 MIN. (1) DIRECT -APPLIED 1PU55 BAY A5 5HONN 6NB GEILIN6 5EGTION B-B . ALTEMre W-WD WERE (3) arz nore� snnwe iwrrrs i sr+dx® NEB MEMBER REQUIRING 13 BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 51120NGBAGK 2x5TRON6BAGK5 MAY IN5TALLED FOR.GONSTTZUGTABILITY - (NOT REOV FOR STRUCTURE) ' . .' -' i TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD MOT REG'D FOR `"'CU DIRECT -APPLIED STRUCTURE) ,: Q PLYND/058 � C� . DIRECT -APPLIED B 'L' OR T' BRACING 6NB GEILIN6 VEB5 DE516NATED BY TRU55 MANUF: TYPICAL TRU55 ELEVATION PERMANENT TRUSS o 5RACIN6 DETAIIL5 4 NOTES 0 SCALE: NONE DIRECT APPLIED GEILIN6 J ,n v / LL W W Q Q U 0 ® W U _1 F— W h W W z 0 a) Er — LC LETTERED DETAILS ARE TYPICAL FOR -NUMBERED DETAILS ARE PLAN sheet; TH15 HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AN A ONLY E D RE 0 L R QUIRED ALL APPLICABLE AREAS. THESE WHERE-5PEGIFIGALLY INDICATEDwoft DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS.