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Home My WebLink AboutBuilding Planse r c 4 , 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 BRIG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9 CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/13 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 DISH WASHER QUAD QUADRUPLE DWG DRAWING D 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.& STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.LI.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRYTUB JnA 1j) 1 10 ) an TM / Y CCU 111 �a-) I1 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ARMINA PLACE 0 TERMITE TREATj NT TERMITE PROTECTION SHALL BE PROVIDEMINION 2L TERMITICIDE/INSECTICIDE. UPON COMPOF THE APPLICATION OF THE TERMITE PROTECTIVTMENT, A CERTIFICATE OF COMPLIANCE SHALL BE TO THE BUILDING DEPARTMENT BY THE LICENSED CONTROL COMPANY THAT CONTAINS THE ING STATEMENT: "THE BUILDING HAS RECEIVEMPLETETREATMENT FOR THE PREVENTION OF SUBNEANTERMITES. TREATMENT IS IN ACCORDANCRULESAND LAWS ESTABLISHED BY THE FLORIDA MENTOF AGRICULTURE A D CONSUMER SERVIC R LEASE HISTORY Q 1/2/20 ADDINI O FROM TABLE R301.2(1), ADD TERMITE TREATMENT PRODUCT, ADD B*DING VOLUME, ADD NOTES TO CS2, UPDATE DIMS TO CENTER OF OPENINGS, STD. FRIDGE, ADD OVERHANG SEPARATION, REVISE RO DF VENT CALCS, ADD INSULATION VALUES, ADD DRAFTSTOPPING NOTE, D WATER RESISTANT BARRIER, ADD GFI AT METER 1es 'AREA CALC: ELEVATION "A" 1 ST FLR 968 SQ. FT. 2ND FLR 1353 SQ. FT. TOTAL A/C 2321 SQ. FT. 1 ST FLR 9,902 CU. FT. 2ND FLR 10,824 CU. FT. TOTAL VOLUME 20,726 CU. FT. ENTRY 36 SQ. FT. GARAGE 386 SQ. FT. LANAI 120 SQ'. FT. TOTAL UR = 1 2863 SQ. FT. 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 I FLOOD ZONE: 'X' TERMITE PROBABILITY: VERY HEAVY CSA COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A1.1 FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4.1 STAIR SECTION & DETAILS A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS E1.1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 2ND FLOOR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS a a Z O `LoF d y� /OR_,co ��zz= w.. 'a =zZQ ��o a Q0Jrn w M.q) cc v Q a z w U) $� a w 0 ®.y Op 4 > z z O i r o w -� ��i W (Q. 0 O wo w a w o m o �x/�� VJ zzz ~ om" w o W -J cn z J > 0 I�1 D U) w UIm z a w i r..1 w F_ z z w 0 w U N z N � 0 to kob FILE COPY 0 U co REVIEWED Fuj Cc CODE COMPLIA E w ST. LUCIE COUNTY } BOCC COMMUNITY: W WATERSTONE Lu a > 1 PLAN # 6102 w 4y4 ' RELEASED: 11 /21 / 19 g �V €�.2GZ� SHEET O Ja2 z rFL CS `I O S Y BUILDING DATA 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 OBS OBSCURED B.P. BI-PASS DOOR O.C. ON CENTER BRG. BEARING 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 DIG. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FIR 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 GROJHERSE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OT VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET NSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRYTUB vil an I allT� C01-11panies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 EMERALD -ES ELEVATION "A" ARMING PLACE FT. PIERCE, FL 34951 LOT 0005 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 CALc: ELEVATION "A" 1 ST FLR 968 SQ. FT. 2ND FLR 1353 SQ. FT. TOTAL A/C 2321 SQ. FT. ENTRY 36 SQ. FT. GARAGE 386 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2863 SQ. FT. THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY:R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS.1 CS.2 A1.1 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 E1.1 E1.2 P1.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERALNOTES FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR SECTION & DETAILS BUILDING SECTIONS TYPICAL WALL SECTIONS FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN 2ND FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS 0 O 0 U M0 LID 0 0 O J W W x W U) z 0 w it F 0 �7 0 I~ w w r�I VI m w tO V J COMMUNITY: U) WATERST702 w a PLAN # w RELEAS :11/21/19 w S T O 2 Z Q Z z Z O = gt I Y o z Z 0 GENERAL CONSTRUCTION NOTES:.21 Y EGRESS: TREADS AND RISERS: DRAFTSTOPPING: CHIMNEY HEIGHT REQUIREMENTS: u r 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 0 o _ f, _ �;_ NET CLEAR OPENING OF 5.7 SQUARE FEET. MII�IIMiJNI Q MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED IT EXTENDS THROUGH THE ROOF AND MUST BE 2 -0 HIGHER THAN rn Q v 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. U (5 Q z a EXCEPTION: RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE TUB AND SHOWER AREAS: E FLOOR OPENINGS SHALL HAVE A MINIMUM NET 1. ALL GRAD O 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 � M z c 2 CLEAR OPENING OF 5 S Q FT. LOSED BY A FLOOR MEMBRANE THE ASSEMBLY IS ENCLOSED I SHALL WHERE MB L BE b . NOSING S L D DEPTH SHALL N BOARD ALLOWED IN COMPLIANCE 128 M DER TREAD GREEN O E WITH ASTM C 8 MINIMUM WIN U z¢ a � w z „ „ ABOVE AND A CEILING MEMBRANE BELOW DRAFTSTOPPING 1 1/4 . A NOSING , ORE THAN C 178 AND INSTALLED IN ACCO NOTBE LESS THAN 3/4 BUT NOT M C 1325 OR 1 RDANCE WITH CL Q U _ o - Q J W MAXIMUM HEIGHT FROM FLOOR: iSHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS I V. SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE MANUFACTURER RECOMMENDATIONS SHALL BE USED AS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE FOLLOWING CIRCUMSTANCES: BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL M OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES BOTTOM HANDRAILS: 1. CEILING IS SUSPENDED. PANELS IN SHOWER AREAS. r MEASURED FROM THE FLOOR. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH MECHANICAL AND HVAC: CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB 1. ENERGY CALCULATIONS FOR HEATING AND COOLING °col 2. OPERATIONAL CONSTRAINTS: PERFORATED MEMBERS. CAPACITIES SHALL BE FURNISHED BY THE GENERAL p EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE HANDRAIL HEIGHT: CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE RS OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR 1. MATERIALS: TIME OF APPLICATION FOR PERMIT. Q N 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" 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR 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 I INSPECTION SERVICE; REPAIR; AND REPLACEMENT WITHOUT Z d^ RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING APPROVED MATERIALS ADEQUATELY SUPPORTED. REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL HANDRAIL GRASPABILITY: DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE j, Q o F z w BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR ¢ Q z 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. PLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 RE " EQUIVALENT GRASPABILITY. IF THE z- g' ¢ 0 E REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE SHALL PROVIDE 2 OR L Q SEPARATION FROM GARAGE: mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN NOT PERIMETER Q w HANDRAIL 1S CIRCULAR, IT SHALL HAVE A PER SECTION R302.5, R302.6, OPENING PROTECTION FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6,25" WITH A k_ 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM' 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR ¢ 30 FALL PROTECTION: MAXIMUM CROSS-SECTION DIMENSION OF 2.25"' EDGES SHALL SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL] OPENING OF THE SILL PORTION OF AN OPERABLE HAVE A MINIMUM RADIUS OF 0 01 WIIERE T WINDOW IS LOCATED MORE THAN 72 INCHES 1829 MM ABOVE ' ' ( ) THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST R R BOOSTER FAN ISINST HANDRAIL CONTINUITY: AND RESIDENCE SHALL BE EQUIPPED WITH SOLIDOR HONYCOMB N 1 3/8 20 MINUTE RATED WITH CORE STEEL AND NOT LESS THAN " SELF CLOSER: TED OF A MIN. #26 GAUGE 4 SHEET STEEL OR BE CONSTRUCTED 0° 8 mm S E OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HANDRAIL -GRIPPING SURFACES SHALL' BE CONTINUOUS, E RSIDENCE AND 2. THE GARAGE SHALL BE SEPARATED FROM THE HEIGHT NOT LESS THAN 24 INCHES 610 MM ABOVE THE FINISHED ( ) WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER ITS ATTIC AREA BY 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. TO THE GARAGE SIDE: GARAGES BENEATH HABITABLE ROOMS SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE 0 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH EXCEPTIONS: EQUIVALENT. MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. _ 1_HANDRAILS 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 ND 1. THE GARAGE SHALL BE SEPARATEDROMHTAE RETSIDEINP3IEJIvi APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW LANDING. ITS ATTIC AREA BY NOT LESS THAN / C ( ) PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL GUARDS THAT COMPLY WITH ASTMF 2006 OR F 2090. 2. WITHIN A DWELLING UNIT THE USE OF A VOLUTE TURNOUT BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN D ON THE LOWEST TREAD. OR STARTING EASING IS ALLOWED E HABITABLE ROOMS SHALL BE SEPARATED FROMALL HABITABLE E PANS BE PIPING SYSTEM. THESE INSTALLED IN U HAZARDOUS LOCATIONS: 3; HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE X ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 1. GLAZING IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS DOORS SHALL BE CONSIDERED A BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A M1411.3. OF SWINGING, SLIDING, AND BIFOLD CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED FLOOR -CEILING ASSEMBLY; THE STRUCTURE SUPPORTING THE i EXHAUST FANS AND VENTING: HAZARDOUS LOCATION. THAT THE FOLLOWING CONDITIONS ARE MET: SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. MECHANICAL. EXHAUST SYSTEM SHALL' BE DISCHARGED TO THE EXCEPTIONS: HANDRAIL WITHIN 1'/2"OF THE BOTTOM OF THE HANDRAIL OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 1. DECORATIVE GLAZING AND PROVIDED THAT, FOR EACH 1 /2" OF ADDITIONAL EXTERIOR FINISHES: SOFFIT, RIDGE VENT OR CRAWL SPACE. 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 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL PERMANENT BARRIER BETWEEN THE DOOR AND THE CLEARANCE DIMENSION OF 1'/2" CAN BE REDUCED BY 1/81'. TEXTURED PER COMMUNITY STANDARDS. NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER GLAZING. 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01". 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8 DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE 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 OUTDOORS. EXHAUST AIR FROM BAT14ROOMS`AND TOILET ROOMS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED HANDRAIL LENGTH: BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER POSITION. EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER AREAS INSIDE THE BUILDING: 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR HANDRAIL CLEARANCE: COMMUNITY 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS WITH CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER FLASHING: EXHAUST DUCT SHALL NOT EXCEED 25 FEET. THE DRYER LOCATION APPLICATION SHALL COMPLY SECTIONR308.4.3. TO THE FIXED PANEL OF PATIO SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF TO THE WALL ROOF TERMINATION. THE MAXIMUM LENGTH OF LLI 5. GLAZING THAT IS ADJACENT OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT SHALL THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DOORS. OF ANY SHARP OR ABRASIVE ELEMENTS: AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND DEGREE (0.79 RAD) BEND AND 5 FEET (1.524 mm) FOR EACH 90 DEGREE z 2. GLAZING IN WINDOWS: GUARDS: 2 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED: (1.6 RAD) BEND: THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES THE DUCT. A GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT ETS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, ER TO PREVENT ENTRY OF WATER SHINGLE -FASHION IN MANNER NOT INCLUDE TRANSITION EXCEPTION - WHERE w z z a cc 0 2 m 0 LL rr�� z a iViJi z 0 w LW 0 lm 00 O L w z Ir w m ALL OF THE FOLLOWING CONDITIONS: PANE ' PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE CLOTHES D YE ALXIM AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE .� L 'EXPOSED AREA OF AN INDIVIDUAL GREATER THAN 9 SQUARE FEET. LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR AT TO BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE OR GRADE BELOW ANY POINT WITHIN 36" HORIZONTALLY' MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN LESS THAN 18 INCHES ABOVE THE FLOOR. M EDGE S 2. BOTTOM L L T BE GE OF THE OPEN SIDE. INSECT SCREENING SHALL NO THE EDGE THE SURFACE F THE EXTERIOR THE FLASHING SHALL EXTEND TO H S ACE O , MANUFACTURERS INSTALLATION INSTRUCTIONS. WHERE A w 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. CONSIDERED AS A GUARD. WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOTREADILY wSHALL 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A MM) HORIZONTALLY OF THE GLAZING. OPENING LIMITATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL 3. GLAZING AND WET SURFACES: WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH SURFACE OF THE EXTERIOR WALL FINISH OR TO THE BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING ALLOW THE PASSAGE OF A 4" SPHERE. WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. WITH A REMOTELY LOCATED BOOSTER FAN." Z SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE Q GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY SCREEN PORCHES: INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE 4. PROVIDE LOUVER DEVICES AT INTAKE AND WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT FOLLOWING: EXHAUST LOCATIONS IN ACCORDANCE WITH o: SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE . THE FENESTRATION MANUFACTURER'S INS TALLA TION AND AMCA STANDARD SSO IN FBC. U) WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF p EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED FLOOR OR GRADE BELOW. ADDRESSED IN THE FENESTRATION MANUFACTURERS PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, 0 z BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE FIRE PROTECTION: MANUFACTURERS INSTRUCTIONS. WHERE FLASHING AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO q EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. FIREBLOCKIlVG SHALL BE PROVIDED' TO CUT OFF ALL VERTICAL INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING COMMENCEMENT OF ANY. CONSTRUCTION. ANY DISCREPANCY OF AND HORIZONTAL CONCEALED DRAFT OPENINGS. ERROR IN NOTES, DIMENSIONS; OR ADHERENCE TO APPLICABLE SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND zZ 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING : DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE O GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY ASPHALT SHINGLES (IF APPLICABLE): IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF DRAFTER'S CORRECTION BEFORE COMMENCEMENT OF to c WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WI THINI 60" A 1. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE ANY CONSTRUCTION CORRECTION /REVISIONS. ANY REVISIONS OR THAT � C Q a Q Q Q HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH BARRIER FOR SUBSEQUENT DRAINAGE OPENINGS USING PAN CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS Z HAZARDOUS LOCATION. SECTION R905.2.6 AND R905.2.6.1: FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED AT THE HEAD AND SIDES. SHALL BE SUBJECT TO ADDITIONAL FEES.. IF ANY MODIFICATIONS SURFACE: R506:2.3 VAPOR RETARDER: ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN I OR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE A 6-MIL. POLYETHYLENE OR APPROVED VAPOR RETARDER WITH • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OFA THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE REGISTERED DESIGN PROFESSIONAL. RESPONSIBLE. PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE FOUNDATION INSPECTION NOTES: =GARAGEFL FLOOR USED FOR PARKING OF AUTOMOBILES OR O HER COURSE OR THE PREPARED SUBGRADE WHERE NO BASE • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA A FOUNDATION SHALL BE PERFORMED AND A COPY OF ALL BE SLOPED TO FACILITATE THE MOVEMENT OF IQi)IDS COURSE EXISTS. 250, OR FMAIAAMAIWDMA 300 WINDOW INSTALLATION: THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S R TOWARD THE MAIN VEHICLE ENTRY DOORWAY. EXCEPTIONS L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A COMMUNITY: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED WITH THE MANUFACTURERS WRITTEN INSTALLATION STRING STRETCHED FROM MARKER TO MARKER TO VERIFY WATER ONE ACCESSORY STRUCTURES. INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL, BE REQUIRED SETBACKS. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FRAMING INSPECTION NOTES: __..- - --} NS 4 v � l ALL PLUMBING ELECTRICAL AND MECHANICAL RO7M, PLAN # 6102 LESS THAN 70 SQUARE'FEET (6.5 MZ)AND CARPORTS. FLOOD ZONE REQUIREMENT'S: �° �'� � �",I MUST BE COMPLETE INSPECTED AND APPROVED BE'tuy. «. .. •- ' i RELEASED: 11/21/19 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT PLAN MEETS OR EXCEEDS 1 EMA FLOOD FINISHED GARAGE .',LIKELY THE FRAMING INSPECTION (FBC 110.6)4. seeeT TO BE ENCLOSED AND HEATED AT A LATER DATE. FLOOR ELEVATION.REQUESTING s `e� WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ONJAN LOCAL SITE CONDITIONS. �ent - n m z a w m w x z U) x 0 m w - Lu w m w It ro ■ EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SO FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF HE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY �I� WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. T61S 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 BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM TH 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. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: UHAFISIOPNINU: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE. TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED REQUIRED WHERE THE TREAD DEPTH IS 11". IN FLOOR/CEILINGASSEMBLIES UNDER THE FOLLOWING HANDRAILS: CIRCUMSTANCES: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH 1. CEILING IS SUSPENDED. CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB HANDRAIL HEIGHT: PERFORATED MEMBERS. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS 1. MATERIALS: THAN 34" AND NOT MORE THAN 38". DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED HANDRAIL GRASPABILITY: MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OTHERWISE APPROVED BY THE BUILDING OFFICIAL. OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT SEPARATION FROM GARAGE: LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM PER SECTION R302.5, R302.6, OPENING PROTECTION CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM MINIMUM RADIUS OF 0.01 ". SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE HANDRAIL CONTINUITY: STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT CLOSER. INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO EXCEPTIONS: THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE 1. HANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP CEILING CONSTRUCTION: LANDING. 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM STARTING EASING IS ALLOWED ON THE LOWEST TREAD. BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A THAT THE FOLLOWING CONDITIONS ARE MET: FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 HANDRAIL WITHIN 1'/2" OF THE BOTTOM OF THE HANDRAIL AND INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE EXTERIOR FINISHES: DIMENSION OF 1'/2" CAN BE REDUCED BY 1/8". 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01 ". TEXTURED PER COMMUNITY STANDARDS. 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" HANDRAIL LENGTH. THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH HANDRAIL CLEARANCE: EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER COMMUNITY SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF FLASHING: ANY SHARP OR ABRASIVE ELEMENTS. 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT GUARDS: ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, OPENINGS. PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES CONSIDERED AS A GUARD. USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. LIVE LOADS: APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED LIVE LOADS FOR THE FOLLOWING SHALL COMPLY AT ALL OF THE FOLLOWING LOCATIONS: WITH TABLE R301.5: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF 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 COMPON NTS 50 PASSENGER VEHICLE GARAGES 50 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 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 MANUFACTUREROS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTUREROS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN G OR PROTECTION FLASHING SHALL ALSO INCORPORATE FLASHIN AT THE HEAD AND SIDES. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE •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z o Y HEIGHT LU 2 co CHIMNEY --REQUIREMENTS: - l 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND T-0"PAST THE HIGHER POINT WHERE IT oLo O EXTENDS THROUGH THE ROOF AND MUST BE 0-0" HIGHER THAN THE v o- ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. ¢ Z_ O ¢ 4 TUB AND SHOWER AREAS: W u cow -; 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO I.' ¢ ". GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, = Z Z . OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER ¢ U - RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN Q p y TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: B 1. ENERGY CALCULATIONS FOR HEATING AND COOLING i0 CAPACITIES SHALL BE FURNISHED BY THE GENERAL Q} CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE � QQ TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR cu INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT Qs REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR 0 ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE ZZ APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR Q Q d^ REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 U F-: mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN IQ- w FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. C ZZ U) z O 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR Q CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE Q iz CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR I - OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 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 Lu SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE z DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE ® ¢ O PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. ® p EXHAUST FANS AND VENTING: 4*LL 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL j/� z EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR s. VI z SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR U 11 I CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT ^ w BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING 0 UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. M ® w EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT 6�•1 w DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE m THE BUILDING. ® m 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER ® o EXHAUST DUCT SHALL NOT EXCEED 25 FEET. THE DRYER LOCATION ® O TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE z DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE m (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) LL 1� BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT 0 w Z 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, i I(�y o INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN U) i * i 0 ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S w Z INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER w FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN = V oz WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL w SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS w THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." CC6 4. PROVIDE LOUVER DEVICES AT INTAKE AND ■' z EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA Y.1 STANDARD 550 IN FBC. o ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS "a cil FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES; DIMENSIONS, a AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO w COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE Z t BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE p Z DRAFTER'S' OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF (n ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR a 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 ❑ m THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S d OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 0 FOUNDATION INSPECTION NOTES: m A FOUNDA ION (SURVEY SHALL BE PERFORMED AND A COPY OF _ THE SURV Y SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S ~O USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A Z O STRING STRETCHED FROM MARKER TO MARKER TO VERIFY 0 REQUIRED SETBACKS. r FRAMING INSPECTION NOTES: Ix Z a a ALL PLUMBING,ELECTRICAL, AND MECHANICAL ROUGH INS MUST Y BE COMPLETE, INSPECTED, AND APPROVED BEFORE EL REQUESTING THE FRAMING INSPECTION (FBC 110.6) o w 2 w w �. COMMUNITY: U) WATERSTONE m L4 a PLAN # 6102 w ELEASED: 1 1 /21 / 19 w` �Gje Z Q *EETO Z Z 0 --------- �\ \ — — — — ROOF BELOW 35'-0" i 1 — - — F-- Ir 22'-2'� ' 19' 411 3'76" 36' x60" ACRYLIC I I 3050 SH PAN SHOWER (36"1,EGRE S) 3b50 SH FHAALL O N OWNER' O BATH Lav LAv 5 8 2 3 2" 6 7 16'-12,. 3 1 , fn t BR U SHOWER HEADONTROL 5 ---- nc wlc---- w 8'-0" CL WASHE BOXEO O I co O$6� >n Ij PROVIDE,, WASH R i8s8 �, OWNER'S SUITE N L u WASHER SPACE x i 22"x3_0" 8'-0" CLG PAN \\ � I F QTTIC'' 3'-10" 10 6'-32 L -- I ff ACj3sS 16'-11 , o �, d DRYER' ---- �i L ---� ----11 m N VENT LC b ¢ ti�6 LAUNDRY !DRYER R&S K s 8'0'CLG SPACE Q ,I I I 1 16R 1� AHU ON 1n I I 1. II , 1,1 ,_ 1n 11 112 STAND 4 72 I I 1� DN 6 0 <, a I—_L_ L- L-.L2 6'�_I.H D L' - 2 ADD 7/16"OSBTO --- ---- - - ------ - ------ �' METAL RAG 42" LOW WALL - 00 o MECH. CL. CEII m CID -1 o '� FOR FIRE. DRAFT STOP L-.- e&9I LOCATION r HALL U) M m " r LOFT o - - " 8'-0" CLG - - 2 4GRI M rn 8'_0" CLG 15 82 g 02 d o3 i 6, 0_, !XFER GRILL ti L -- XFER XFER ----- R&S - -- -- R&S---- ------,I GRILL GRILL 7 Ci N (4)12" SH CL/ BRK f L, _ r r ,laar ---R&s -------- rye$ 41 511 �s8 CL — j s ti 4,-8 , N p `o' T-112" 6'-4" 72, F ,; M ! 03 r t1 11' 11'-42' 11' 82' SIN +-IN d 00 r T BEDROOM 3 BEDROOM 4 BEDROOM 2 3'-0" CLG 8'4' CLG 8'-0" CLG *3050 SH I I *3050 SH ! -3050 SH (36'X60" EGRESS) (36"X60" (36"1 EGRESS) 5'-7" 16-7" EGRESS) 9' 0„ I 35'-0" I ROOF BELOW SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" NOTE:A TYP ENDOW HEAD HGT. OND FLR U.N.O. i r i I 13'-0" 1'-4" 1 15'-01, 5.1 12'-0'' W-4„ I I 10'-0,, I' n' — -- FLAT SOFFIT @ T-4" ------ ----- - — — LANAI _ i F-i CONCRETE @ 8,_8 " CLG: F-I MOISTURE RESISTANT I_ O wl DRYWALL CLG. LL o - 0!co rbo ao wl 7'-1" 12'-6" I 8 8 'w 6 9 I 6068 GD TEMP.i li 24 SH I 35'SH r o 01 L------� D/ T I KITCHEN r GREAT ROOM DINING AREA 8'-8" CLG 8'-8" CLG 8'-8" CLG 23'-31, 2' 4" 21,101 6'-1 . - ia1 36" HEIGHT F- --, w 0 +) COUNTERTOPo T '� ISLAND L - J - REF. 2x4 STUD WALL & REF. WATER SOFFIT BELOW STAIR mi'' LINE W/ 1/2" GYPSUM BD.7 ip 9'_42' 6'-0" T-7" - 810111 4'-3' — - - 2"WALCr - O _ _LOW _ QAT1 -7� 5- n M I:2n II I 1 I I I I I I I J F. I I III loaf 11ti1 III II.(n11�1. I I pE T 16RN- f :2 36'IH I( I I I I I I 0� o EXT. BR — We �� 6' 32 4'-10" 2x6 oo o OD co 2868 SC W/ SELF CLOSER WALL CO M `coo LAV METAL THRESHOLD CV - M CN _ WEATHER STRIPPING 2'-0" .x EX STE 2�G Y , to ^r d LINE OF 2" SHOWER HEAD & ch m Tn BATH DOoo CONC. CURB 2 CAR iGARAGE CONTROLS V-8" CLG ?p EXT 1/2" WALL BOARD BOLLARD PER Ge FOYE R ON GARAGE SIDE 5/8.1 "X" COMMUNITY R&S L V-8" C PROVIDE CEILI GPE BOARD SPEC'S ____ CL INSULATION AS AgV, (4)12",SH O REQ'D 1p i. r , T-112 3'-12" ti N ---------------------- -----,-, , ! EXTRA SUITE N \` N 8'-8" CLG BR i. CV T FOYER 8-8" CLGI- 9 'J 10'-11, 5'-32" I 18, 32" — — I I - 16'X7' GARAGE DOOR _ *25 SH q d pGB METAL THRESHOLD 37"x63" EGRESS 9 L Q '�� v I 4 � r WEATHER STRIPPING � 5 -7 8 -1 I 4? t 4 -0 r 16 - W o a m a°IENTRY @l18 8" CLG ILL w , g 0 U) in � . I 1 U-4" w 8"-1J" 12X12 COL.MOISTURE l 4' 8" DRYWALLCLG. RESISTANT 6'-8 35'-0" - - A LOCATION VARIES PER MAIN WATER SERVICE CONNECTION i FIRST FLOOR PLAN SCALE: 1 /4"=V-0" NOTE; TYP. WINDOW HEAD HGT. AT T-4" AT FIRST FLR U.N.O. 4 LEGEND SYMBOLS n BUILDING/WALL SECTION MARKER SHT OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE P ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION W/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION - NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS HANDRAIL GRASPABLE 1.1/2" MIN HANDRAIL; 1 1/4' MIN TO. 1/2" MIN. 1-1/2 MAX DIAMETER c°Dn RETURN HANDRAIL M SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH FBC 7fh EDITION STAIR DIAGRAM 10" n 1" STAIR CALLS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING 1 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED OVERHANGS R COUNTERTOP GREATER THAN 10" V-2" MAX. TOP PLATE 2x6 STUB WALL 1/2" GYP: SEE PLANS FOR BD. WALL LAYOUT. tBASE CABINET AS _ PER SHOP DWG.j N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR LF TYPICAL DOOR PLACEMENT DIAGRAMS E.Q. E.Q. c A 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 aT D OTHERWISE. I v., xn € } perrn�ttirl�;J ��` F,t ,, .III I - L. FILE COPY r�1 I`_ w z 0 z w r O S F- 0; w z Z m0 2 cr z z z 0 w U 0 0 cr CL 0 w Er m O pe z w ir z z I 0 m Z W w W 2 F-. 0 z O' otf z a w CO z 9 z O 0 z a 0 U H w > L Li CO Wuj 00 , 00 U) w D: a w /19 w O 2 z z > mm �- 35 -0 Y � f 22'-2'1 - 19'41 3'-61' 36"x6O" ACRYLIC' I "3050 SH PAN SHOWER (36"X60" EGRESS) 3050 SH N 1 (OWNER' COMM 1 SPEC M' BATH 00 LAV LAV - 141 111.. Boo"CLG 1 11. Bfl 16'-1111 3 In 2 5-8 2 3-2 6-7 --- ' U SHOWER N J HEAD & 2e66 - \CONTROL r - R&S LL > - ---------------- ,HA r o i - NOS WIC d 1 1 1 111 r., BATH bN 3 \ M 6 -72 s'-o" cLG - ! 8' 0" CC WASHE BOX co Lo 04 ® PROVIDE WASH R 4 g I ��se c- OWNER'$ SUITE 8'-O" CLG r O ,10 WASHER SPAC = 1 a0 22"x30" ) N - PANi I .2 QTTIG.'I 3' 10" 40' 6' 3nIlILcp c,8 I DRYER` 2 2 _ M C?N coti`b6� LAENT UNDRY iDRYER N'I B SPACE r 111 Q -2 I I 1 16R - � AHU ON 1 11 STAN-D I LI DIN .r _0111 - p- _ LO _ ADD 7/16" OSB TO I 2 I ---- --- ---- - ---- ---- METAL RAG 42" LOW WALL 00 CD MECH. CL. CEILING I essi LOCATION: ai © N FOR FIRE DRAFT STOP L--- r HALL o M a LOFT .1 o m 1 111 1, r 8'-0" CLG 1 LI I o� s' o^CLG 15 -82 6 -02 �t 3:_1 6 -02 _ 4 -12 — - 0b -- XFER GRILL R&S ` R&S XFER XFER---------------------- BIRK, GRILL GRILL GRILL CL N (4)12" SH CL --------------- i "} v N 11 1 11 1' 3 11211 6` 4" 4 1 72 11' 11" 11'-4"' 11'-82" �cp BEDROOM 3 BEDROOM 4 BEDROOM 2 8'-o"CLG 3-0°cLG S'-0" CLG e *3050 SH *3050 SH *3050 SH (36"X60' EGRESS) (36"X60" (36"X60" EGRESS) 5'-7" 15'-7 EGRESS) 9'-0" 4'-10 36-011 ROOF BELOW I 1 I� 35'-0" A5:1 13'4121-0" - -'I 10'-01, 1 -4II 9=4 I II ; - 1 1411 Ali, ' FLAT SOFFIT @ T-4" - -- - - -- 9 r LANAI — _ �i CONCRETE @Ji 8'•B" CLG: @J MOISTURE RESISTANT F LLI DRYWALL CLG. Iwi LLI p 00 r �I : QL.. 00 II 9 -4 II 13141-�I II , I5'-2" 7 ' T35 SH 6068 SGD TEMP. 24 SH -- \ —7 1 1 61W F F 1 I GREAT ROOM DINING AREA r KITCHEN 8'-8" CLG 8'-8" CLG 8'-8" CLG 23'-311 I 2'-4 j111 21_011 61_ 1 11 r, --- z j 36" HEIGHT iq COUNTERTOP _It I IN I 'i I 1 I '- ISLAND i REF. 2x4 STUD WALL & REF. - WATER SOFFIT BELOW STAIR 0C LINE W/ 1/2" GYPSUM BD, m co SPACE I I 111 9 42 61.011 I 1 n.. 8 0- (Yi 2 I 11 I " ! 4 3 IL- 2 5 J 42" LowwnL [cm - - — 1' �� 211 I i i 1 -. i i i I I I 1 I I i II I W II i � Kill M PTRY t11 15 -72 A4.1 M 16R I I I I I I I e11 II t—F �.cm ?�s I I I I I I I I I I 11 I II I 11 '. I I I 0� 0 9 p T ---- -- -- EXT.. R 36 H IH D L. * I 11 1 1 1 I II I LLo WC 61-3111 2 2X6 00 4'-10" _ o 2868 SC W/ SELF CLOSER WALL. -1 __ 9 00 00 �N - 11 LAV METALTHRESHOLD -1 ch `91 1 - WEATHER STRIPPING 21_0° EX STE 2868 T LINE OF 2" SHOWER HEAD & r`ti BATH m CLG 2p68 EXT. coNc. cuRB 2 CAR GARAGE PER CONTROLS 8'-8" 1/2" WALL D COLLARD TY FOYE R&S L r 8'_8" C ON GARAGES 5/8" TYPE "X" PROVIDE CEILING BOARD SPEC'S -------------- CL o INSULATION AS ABV. , 412"SH 1 REOD ' 2— ass 3' 0" o 5'-1111, 3111i ti� 2 2 O N ------------------------------------------ EXTRA SUITE N 8'-8" CLG BRKX '.. ZV r FOYER. I , i 81.811 CLG -4 - 53 . 10 -1 2 � I .\\ 18 -3- , 2 I m 16'XT GARAGEIIDOOR - *25 SH METALTHRESHOLD 37"x63" EGRESS I 8 -0 5 8 r 04R WEATHER STRIPPING,S4'-0 16 01 4 �r in 1=' ~ o LL 'ENTRY 1 o o ED d' 1 gOmUdB�U` ILL (V L- -- —— f @ 81.011 � 12X12 COL. � MOISTURE RESISTANT I� 41 g" DRYWALL CLG. 18 101-411 35'-0 LOCATION VARIES PER MAIN WATER SERVICE CONNECTION SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" SCALE: 1 /4"=1'-0" NOTE: TYP. WINDOW HEAD HGT. I NOTE: TYP. WINDOW HEAD HGT. AT T-0" AT SECOND FLR U.N.O. AT T-4" AT FIRST FLR U.N.O. LEGEND SYMBOLS BUILDING/WALL SECTION MARKER SHT ' V INTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE VP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATIONS CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS HANDRAIL GRASPABLE 1-1/2" IN HANDRAIL; 1 1/4" MIN TO 1 1/2" MIN. 1-1/2" MAX DIAMETER RETURN HANDRAIL SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH FBC 7th EDITION STAIR DIAGRAM Rio 111 ,n STAIR CA CS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH i0" NOSING 1 SECTION @ TYPICAL KITCHEN ISLAND SOLID SURFACE COUNTERTOP T-2"MAX. TOP PLATE 2x6 STUD WALL 1/2" GYP. SEE PLANS FOR BD. WALL LAYOUT tBASE CABINET AS PER SHOP DWG. CV WD.BASE .MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS O DOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. z1 0 DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. n 0 Z a W LL Y 0��. ae - 0 0QQ _Ip Im ' Z Q Q -.- IY Q U ._ - CZ7 Q O J T m 0 � �y o� w Z ai Z M Q O F- O C) 0 M o 0 a U z 0 w 0 U 0 0 ..� o m o_ w m w 0 0. m F- O O Z w r, ® Q O ® 0 Z _ it 0 LL.1 w Q w w W F U) C7 Z w 1n z w w x Z U) x cD c cc IL tr EL It W x O V w uj w ul ILL J OMMUNITY: w TERSTONE EL P N#6102 W w LEASED 11/21/19 \\ SHEET O V Z Q Z • ;� > I FILEWtoy ' GARAGE HEAD 1 TRIM DETAIL SCALE: 3/4"=1'-0" RAISED STUCCO BAND +1 2„ WINDOW HEAD 2„ +1 -------------------------- RAISED STUCCO BAND WINDOW SILL , WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" BLDG. HEIGHT ---------------------- --- Y ROOF SHINGLES P R COMMUNITY j 5:12 SPECS (TYP.) 12 5 ROOF SHINGLES PER 4" WIDE STUCCO BAND (+1) 24"x37" DECORATIVE FOAM 5 � 12 LOUVERED DETAIL �� 6" ALUMINUM WRAPPED FASCIA W/ VINYL VENTED o \\�\ (OPMUNITY SPECS SOFFIT, TYP. T- ) 4" WIDE STUCCO BAND (+1) N \ 6" ALUMINUM WRAPPED -- - FASCIA W/ VINYL VENTED T.O. WALL SOFFIT, TYP. ---- T TO. WDW 1'-0"I i 4" WIDE STUCCO BAND (+1) L� I. ROOF SHINGLES PER o COMMUNITY SPECS (TYP.) N c0 0 4" WIDE STUCCO BAND (+1)Lo N 2 C1 CJ 4" WIDE STL CCO BAND (+1) -- h.T..:O.. 2ND FL T.O_2ND FL_ cec, o I/ ft BAND (+1STUCCO Q T.O. WDW I I I m 12z12 COLUMN— L - I- �o T 4" WIDE ST CCO BAND(+1) I F ! r 00 co h 4" WIDE STL CCOiBAND (+1) 00 - I1 U �i� Q Q O _ . 25SH I U �FIN_FLR. _ 3068 16070 GARAGE DOOR SOLID PANEL DR. I FRONT ELEVATION SCALE: 1 /4"=1'-0' i I PAINT AND FINISH SCHEDULE t KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY MEDIUM TEXTURE BODY COLOR SKIP TROWEL FINISH �Y^^ 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) Co. C. FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" I FOAM/POL NECK TRIM et� 1" 12" CMU COLUMN, SAND FINISHED STUCCO 1" BASE RAISED STUCCO TCOLUMN Y ( 0. a - SZU)aF J CE Q U ` 0 < 0 n cz 2 w z O w F- O 2 F— Cc w z U) !9z ® z m ® 0 LLey LL O 1— z z _ ` Z VO �' o W U r� W Q m w CL w w w o m ® M 0 ® 1�1 O z w y- 1-^ (5 ® z Er U) o w z = a ® w w 0 U) M � i1.�1.■i �.y z W QIr i' i' O w w r O z IL i u Gn 0 0 N z a w A > Lu w EL o A O a Q w H O O c 9 Q I SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0 I JAN ' LOKI RELEASED:11/21/19 O SHEET z Q A2.1 z O r%nv x PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE SKIP TROWEL FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM 01063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY t j AS REQUIRED BY ASTM C1063 (CURRENT EDITION) STUCCO BAND V +1 I _ I i- n w' 24 H S i 35 SH 2 -0 11 211 EIN. FLR. 6068 SGD +� J O 2 2" GARAGE HEAD p I - AL IM DET NREAR ELEVATIONCojR SCALE: 1 /4"=1'-0" SCALE: 3/4 =1 -0 BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY 5:12 2 -0 f SPECS (TYP.) 24"07" DECORATIVE FOAM 12 12 5 0 4" WIDE STUCCO BAND (+1) �^ LOUVERED DETAIL r� / i ROOF SHINGLES PER 6' ALUMINUM WRAPPED 3 / % �� 5 COMMUNITY SPECS FOAM LOUVER DETAIL FASCIA W/VINYL VENTED / p SOFFIT, (+l) (TYP.) SCALE: 314-0= -0" 4"WIDE STUCCO BAND (+1) N - fi" ALUMINUM WRAPPED 3 T.O. WALL / \ FASCIA W/ VINYL VENTED � --- SOFFIT, TYP. RAISED T.O. WDW STUCCO Y-------- BAND 1' O"- 4 WI ST UCCO UCCO BAND ( +1 ) FOAM/POL o COMMSHINGLES PER I v +1 ROOOFOF NECK TRIM /I 00 _I 4 WIDE STU SPECS (TYP.) - 211 +1 �N � ^ CCO BAND (+1) ✓ - OF,3, ip N QJ �rttl SR N 2 cJ 1 „ 4" WIDE ST CCO BAND (+1) -- - T.O.2Np FL it 12" CMU COLUMN, T.O.2ND FL_ _ = cii�r ---- ^ 4:12 :- _ __—'-_ ___� ' SAND FINISHED WINDOW HEAD MN 4 0 - r $_T.O.M.— - - - - EJ EJ STUCCO a0 -- 8" WIDE STUCCO C) r - (L Q -- — I �h T.O. WDW f �I I BAND +1 m � " 12x12 COLUMN 1 I I � 1 'I � = r i O 4WIDE ST n 00 G 6 d W V +1 4" WIDE STUCCO BAND (+1) 00 Q Q 25SHE RAISED STUCCO BAND WINDOWSILL 3068 16070 GARAGE DOOR SOLID PANEL DR. 2 WINDOW HEAD & SILL DETAILS FRONT ELEVATION SCALE: 3/4"=1'-0„ SCALE: 1/4 =1'-0" I I I I 1" 1 oll COLUMN BASE RAISED STUCCO boI 0 n n n o -r z Z 0 LlJ ¢' w x F :-p o00 - Lur e ,� 2-5 3: a CC Q o 0 QF �� , . ' Z p cz O 3� o w 2 Z O 8i w Q O x ry//�� U) � w z z 0 Q Cc ® 0 o w o ~ L. �C1 z ¢ U 'Q z 0 ® > w .� w o m w w Ln i■i x w ® Yd 0 ~O z w w ¢ 0® rA z d.y i 00 0 y� iil z ¢ I ^ J a w OF w w_ z c7 z w W fl a w w V. x x Lu w d 0 x IL w O 0 SQUARE COLUMN DETAIL W W SCALE: 3/4"=1'-0" r OMMUNITY: co WATERSTONE ¢ IL PLAN # 6102 w NOT TNC�. D D RELEA D: 1 i /21 / 19 U ON 'PHIS P R SHED o z 0 0 FILE PAINT AND FINISH SCHEDULE l KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE / `:°�i3a,�C;. SKIP TROWEL FINISH f ?Ya -: 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) n n n 0 w z z o 3 W F © °roo°�' p . 0 L S z 1 -w ¢ Z m i--- 4 �y w Q U o 0 -j m CZ N v ¢<¢ w g Z Z z OO O O) ¢ U Q w F- Q w z z O g x 0 � O S O .^ V,i > ¢ z .. �wrj+ U % ICI Z O ® w U_ I�1 cl O M aC o- r^ FiO! w w w > m O O IIIO w z w Q ^^ z z J w U o w „,., z z z uj IL a w Lu J w x r M�y z z w cr LL I ca z z a z O w m w Z O ¢ cG r z w V cr O � O w a 0 Qa m ' ¢ w S H 0 (A Q A tN •^+ z ¢ ICHT ELEVATION r^'f fi r9 � ry 1 P I � JAN 8 2020 a:.;"t"I`ent C i .. FL I RELEASED:11/21/19 SHEET A2,2 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE SKIP TROWEL FINISH y-.. 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) a 0 y. r :y. z z w z z O U z w r O x w w z z Cc O 2 w 0 w z z 0 w U 0 O Cc w w CC m O H 0 O z w x (7 z_ 0 0 W z a w U) w x '! ATTIC VENTILATION SQ. FT. ATTIC NET FREE AREA NET FREE AREA AREA UPPER ROOF VENTING: SOFFIT VENTING 1353 276 sq.IN. 373 sq.IN. I! TOTAL VENTING REQUIRED 649 S4• IN I . VENTS REQUIRED 48" TAMCO � FF-RIDGE VENT (138 SI NET FREE) -.2 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 R905,1A FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 I I I L ! I I i SCALE: 1 /4"=1'-0" FILE COPY ATTIC VENTILATION - AT SECOND FLOOR LOWER ROOF UPPER ROOF (SOFFIT) VENTING VENTING SQ, FT. ATTIC NET FREE AREA SOFFIT NET FREE AREA ROOF AREA VENTING REQUIRED VENTING REQUIRED 1353 325 SQ. IN. 325 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. N 0 -� w z a z o LL '.. Y x O co c c7m�`' Lu 1-�w�'. UZzQ-^�a �.Q 2 9Q�-joai rq C CZ 4 8 THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED ca n EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 11300 IS Q n PERMITTED, PROVIDED THAT AT LEAST 50 PERCENT AND �^�' �C NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION THE SPACE TO BE mm) Q Z 0 VENTILATED AT LEAST 3 FEET (9 4 ABOVE THE EAVE w 5:12 OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION g u z0 PROVIDED BY EAVE OR CORNICE VENTS. Q ~ Z w I � 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 F- O 2 w z ® Cc Cc 0 O } z a + v Z_ a ® w U_ 0 p� W O cr a- o W W W Q ® a. 1- ® 0 O z W - Im 0 z O Q I a cc 0 w z Z Q I ® J w i .�1 w = z Z ILLI Q Q Ir U) Cn Z J a w U w Z p x z G c cr O w a O Ir x w F- F- O O z Q F- x . 0 cc I P y W w W w W } COMMUNITY: C ATERSTONE w LAN # 6102 W D�D RELEASED: 1 i /21 t 19 0 NO IN IT ON '8 PE z Y FILE COPY A 1X KICK PLATE / 2X4 RE-INFORCING 67EA. 2X12 STRINGER d � SKIRTBQAF PER SPEC. 42" LOW WALL PTRY i F, 'v vcz=== / — CL KNEEIIALL DETAIL SCALE: 1 "= 1'-0" AT f00T OF STAIR V' n O z a Z O Q Y W04 v' �W9 W t d G Z Q ~Q IM < c) 0 Q O i m m � v Qz a ° U Q w F O Cc N w z z Q o J 2 It 'Q z LL > i '1 Lal ww O Q o O m cc m w cdCL U) w ® m O ® ® 0 z "tom w m U J wIr a o Lu z 5 w � �1 r x L ~ z w ��y oC W U J IL w w x z ~ ® Z U or U) } C Ir w a O cc EL o= w x fA O z rG Q N z a a I a cc Y EL O U CD co w w w LU w w r J COMMUNITY: U WATERSTONE cr IL PLAN # 6102 w RELEASED: 11/21/19 w sa+el:T o x z Q z 5 O x 1' 1 A5:1 b i ROOF SHINGLES PER 12 12 2 'S T P . WOO BUCK INSTALL WINDOW ) E P.T. D B COMMUNITY SPECS (TYP.) OR DOOR. FASTEN PER ' OVER CMU EXTERIOR CMU WALL 5 5 PRODUCT APPROVALS WATERPROOFING IN ANS DEAL WINDOW OR URETHANE SEALANT. 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW , JAMBS PRE-ENG. ROOF TRUSSES' SEE DOOR FRAME TO P.T SILL FASTEN PER PRODUCT i ' ( WOOD BUCK AND APPROVALS. AND HEAD. APPLY AROUND FRAMING SHEET FOR DETAILS) MASONRY 3) APPLY LIQUID CORNER AND EXTEND 6" ALL I 0 WATERPROOFING AROUND THE EDGES OF THE WALL R-30 INSULATION ' MEMBRANE OVER THE TOP T.O. WALL AND EXTERIOR FACE OF 6 ---- — — SEAL EDGE OF P.T. WOOD T.O. WDW BUCK TO MASONRY BUCK AND SILL _--- ___--- PRECAST SILL R-1 I INSULATION CMU OPENING WATERPROOFING p LOFT MECH HALL SCALE: N.T.S.Lo N TA> 2ND FL - r- --- CC) % - ' CORNER BEAD 60r T.O.M. (FASTENER & SPACING @ 7" O.C.) m T.O. WDW 42" LOW WALL — — — — R-4.1 INSULATION PTRY CMU ap 5/8" THICK, 3 COAT CEMENT - PLASTER APPLIED °0 00 DIRECTLY TO MASONRY ^ CL GREAT ROOM BLOCK WALL OLFIN. FLR. , I 11 III I I_I= I111 III I -'II II' � -�1� III I :: II II I 1-1 it II =-'I III e I i u= I ii'-Ili - I- •' '-- = - Iill I I I I II ,II I i ' 111 l 1 u ! 1' 11 I-III-11 1--I 11-11 'III = l l l b 1 IIII-111 J M-111 -111 II III=1' II III-1lh�.,'I1-11 f l l CONCRETE TURNDOWN, SEE CONCRETE TURNDOWN, SEE 11 STRUCTURAL DRAWINGS, TYP. iSTRUCTURAL DRAWINGS, TYP. 1 I I=i CORNER BEAD DETAILS SCALE: N.T.S. WINDOW INSTALLATION (METHOD A)BUILDING SECTION 8-15 PERM WEATHER RESITIVE BARRIER (WRB) APPLIED AFTER THE WINDOW SCALE: 1/4"=1' 0 INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 2 SEAL THE WINDOW FRAME TO SEALANT BEAD OPENING. APPLY A 3/8" NOM. BEHIND': DIA. BEAD TO THE BACKSIDE MOUNTING (INTERIOR) OF THE WINDOW FLANGE FLANGE, IN LINE WITH ANY SECTION A - 12 PRE -PUNCHED HOLES OR THROUGH WINDOW JAMB 12 SLOTS. ROOF SHINGLES PER i 5 JAMB FLASHING COMMUNITY SPECS. (TYP.) 5 i APPLY CONT. SEAL TO THE I - MOUNTING FLANGES AT THE TOP I (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 81/2" ABOVE THE R.O. AT PRE-ENG. ROOF TRUSSES (SEE 01 HEAD. EMBED JAMB FLASHING FRAMING SHEET FOR DETAILS) INTO SEALANT AND FASTEN IN FLASHING R-30 INSULATION PLACE. (FLASHING GOES OVER SEALANT BEAD T.0. WALL _ _ SEALANT. BETWEEN FLASHING `� — — — — — - - a -- - AND MOUNTING j FLANGE. T.O WDW ESULATION) R-4.1 INSULATION FLASHING AT HEAD 1 EXTENDS T' BEYOND JAMB o _ OWNER'S SUITE 2° LOW BEDROOM 3 FLASHING. - -� WALL SEA T 5 HEAD FLASHING �� R-t1 INSULATION Q Q R 11 INSULATION ®JAMB FLASHING o N CL EXTEND JAMB FLASHING TO OVERLAP SILL EMBED BOTTOM OF THE HALL FLASHING. EXTEND JAMB FLASHING 8 1/2" HEAD FLASHING ABOVE ROUGH OPENING AT HEAD. APPLY AGAINST THE T.O. 2ND FL TAPE AT CORNERS TO TEMPORARILY PREVIOUSLY APPLIED _ oikv _.-- — — - ------ -- HOLD FLASHING IN PLACE UNTIL WRB IS SEALANT (FLASHING wN T.O.M. " APPLIED. n GOES OVER SEALANT). c0 ''---------- - - - EXTEND HEAD r 1ST LAYER OF WEATHER A FLASHING BEYOND T.O. WDW KITCHEN CL RESISTANT BARRIER EACH JAMB FLASHING. (WRB) 8-15 PERM '� FASTEN IN PLACE. �-------- — R-4,1 INSULATION 2 CAR GARAGE 9 SEA AN7 co APPLY BACK DAM BY APPLYING A BACKER ROD & SEALANT IN °O F R 11 INSULATION REF. 0 AN UNBROKEN LINE FROM ' I�7 SPACE CORNER TO CORNER & UP SILL PAN FLASHING BOTH JAMBS TO THE ® APPLY BACK DAM SEALANT VISIBLE TOP OF THE PAN FLASHING AT BOTTOM OF WINDOW SHIM AND ADJUST WINDOW TO P FLR. ACHIEVESQUARE,PLUMB AND FI - I I LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER INTERIOR I E FETE ETE l =T_UI -R-N.1D1 _=O-IW,'I1.1 NI , SE,E._.II_lIiI-lI11.I 1 ir FASTENER SPECIFICATIONS. TOP LEFT CORNER OF WINDOW STRUCTURAL DRAWINGS, TYP. G N gill SECOND FLOOR WINDOW FLASHING DETAILSECTIONBUILDING `��A� . �cR2, 0 1 = SCALE: N.T.S SCALE: 1/4"=1' 0" -0s rl J wa :gar>a »'sT er F1 !r' a 0 zz Y Q Q W m Lo v o F _ � z uj H m^r w ¢- = Z m U�wa - _-z Q rn m V Q c, Z w O � o O pj Q U a w O x 3 O O a +n Vl O LL x Z z a U Z Lu O ® w o J i��y M W 1 r � CC a w Ln V i_i w Er® w m ® � o ® it o z w I z O O z a A (n i � «s w ..l w.r z z a a J m W w m w x z w o W oS U z a w U w O CID z > Ir u z 0 cc W C d,a ¢ a w Q cr a � w w x O o O o NIn PLAN # 6102 W w RELEASED: 11/21/19 O SHEET 2 z Aw® 1 z a O Y FILE COPY s' I I 4 INSTALL WINDOW ) SE T ET P.T. WOOD BUCK EXTERIOR CMU WALL OR DOOR. FASTEN PER OVER CMU PRODUCT APPROVALS WATERPROOFING IN 1) PROTECTO WRAP LWM200 OR ANS DEAL WINDOW OR URETHANE SEALANT, SIMILAR ON WINDOW SILL JAMBS ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) DOOR FRAME TO P.T. FASTEN PER PRODUCT WOOD BUCK AND APPROVALS. AND HEAD. APPLY AROUND MASONRY 3),APPLY LIQUID CORNER AND EXTEND 6" ALL WATERPROOFING AROUND THE EDGES OF THE WALL MEMBRANE OVER THE TOP T.O. WALL AND EXTERIOR FACE OF b SEAL EDGE OF P.T. WOOD T.O. WDW BUCK TO MASONRY BUCK AND SILL ----- — — PRECAST SILL / EXTERIOR WALL CMU OPENING WATERPROOFING SCALE: N.T.S. 9. CORNER BEAD (FASTENER & SPACING @ 7" m. m I { II CMU 5/8" THICK, 3 COAT CEMENT , PLASTER APPLIED DIRECTLY TO MASONRY BLOCK WALL CORNER BEAD DETAILS SCALE: N.T.S. � I WINDOW INSTALLATION (METHOD A) 8-15 PERM WEATHER RESITIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SEAL THE WINDOW FRAME TO SEALANT BEAD OPENING. APPLY A 3/8" NOM. BEHIND DIA. BEAD TO THE BACKSIDE MOUNTING (INTERIOR) OF THE WINDOW FLANGE. FLANGE, IN LINE WITH ANY SECTION A PRE -PUNCHED HOLES ORZ:EALANT SLOTS. JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TO (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 1/2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN INPLACE. (FLASHING GOESOVER ETWEEN FLASHING SEALANT). AND MOUNTING FLANGE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB LASHING. SEA T OO HEAD FLASHING ®JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL EMBED BOTTOM OF THE FLASHING. EXTEND JAMB FLASHING 81/2 HEAD FLASHING ABOVE ROUGH OPENING AT HEAD. APPLY AGAINST THE TAPE AT CORNERS TO TEMPORARILY PREVIOUSLY APPLIED HOLD FLASHING IN PLACE UNTIL WRB IS SEALANT (FLASHING APPLIED. GOES OVER SEALANT). A EXTEND HEAD 1 ST LAYER OF WEATHER A FLASHING BEYOND RESISTANT BARRIER EACH JAMB FLASHING. (WRB) 8-15 PERM F STEN IN PLACE. e' SEA NT APPLY BACK DAM BY APPLYING \\ A BACKER ROD & SEALANT IN AN UNBROKEN LINE FROM CORNER TO CORNER & UP SILL PAN FLASHING BOTH JAMBS TO THE 8 APPLY BACK DAM SEALANT VISIBLE TOP OF THE PAN AT BOTTOM OF WINDOW FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTENWINDOWS INTERIOR VIE PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. TOP LEFT CORNER OF WINDOW SECOND FLOOR - WINDOW FLASHING DETAIL SCALE: N.T.S / BATT. INSULATION j o - SEE ENERGY CALCS j co O N I T.O.2ND FL 1 A5,1 12 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. LOFT MECH owe -1 T T.O.M. T.O. Y op r GREAT ROOM 1. r�u co BUILDING SECTION _� — SCALE: 1 /4"=1'-0" 2 A5.1 i ROOF SHINGLES PER 12 cnnnnni fAUTv caccc rrve _ I- ��nuu�unn�unnvvnv�av,., ,, �I 1 BUILDING SECTION SCALE: 1/4"=V 0" 42" LOW WALL CL HALL v I CONCRETE TURNDOWN, SEE I�STRUCTURAL DRAWINGS, TYP. L \ 12 5 rl s 0 a ❑ . _ v,12131 `A J r Q -i O w0Q H cow = Z z 4 a 0 cc Q U (7 Q J W fn t g �� 8 N D_ r 0 Q 2 Z 2 z O Q cr 1 O O 0 'w �J1 � O 0 z z Uz w O ..I I U � o m I ui a w in w w m ® 0 ® z z LuIr o 0 O z � 3 Cc `, i U) ❑ � U u.� a = J a Im w w ai M c7 z LLJ Q m ❑ W Us z J EL U) Lu O z cn F- x U G � L w EL O m a w N F O o �zaaaacc a O r =11� =1 III -1 TI III �II_I' w �� h�II'� I III', I I II �IIII�Illlllil II �IIII IIIII I �° I � I� ? J COMMUNITY: U) WATERSTONE m j 1 l 11 l 11 II I IL -I �I I I -1 a PLAN # 6102 w U) A D' i RELESE .ii/2i/ 9 w I SHEET O 0�1� \ z 2 z SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS -_ __- 1 _- -= 2LAES LAYERS OF WATER. =- RESISTANT BARRIER y_ B T EL S IN REFER TO "L" FLASHING DETAIL - 2X LEDGER BOARD ULATIO N AS _-_ HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL S PER SPECS. TOP OF PLATE (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. 2X ALUM WRAPPED FASCIA PRE-ENGINEERED BD. w/ALUM DRIP EDGE GABLE END ROOF TRUSS - REFER TO SOFFIT AS PER SPECS. STRUCTURALS T SCALE: MASONRY LINTEL, SEE STRUCTURALS' O. HIPPED PENT ROOF DETAIL 11/2" = V-0" 2-STORY - FRAMED WALL ROOF SHINGLES OVER ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED SYNTHETIC POLYMER -BASED ROOFING UNDERLAYMENT 12 ROOFING UNDERLAYMENT �SEEROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. i BOTTOM CHORD VARIES. REFER 12 BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. SEEfl00F TO TRUSS S MFGR. DRAWINGS. HURRICANE STRAP EACH END PLAN OF SS - REFER TO TRUSS U STRUCTURAL. HURRICANE STRAP EACH END OILTOPOFC.M. OF TRUSS - REFER TO STRUCTURAL. INSULATION REFER ELEV.) PER COMMUNITY SPEC. SEE OIL TOP OF WALL BEE ENERGY CALCS ELEV. (REFER TO ELEV) INSULATION PER 1/2" (MIN.) CLG. BD. COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA 2z6 ALUM WRAPPED FASCIA S SEE 1'Ix PT DRAPE BLKG BD. WALUM DRIP EDGE. SEE ENERGY CALC ELEV. BD. w/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS SOFFIT PER SPECS 1/2" (MIN.) CLG. BD. SEE STRUCTURAL HEADER PER STRUCTURALS WINDOW PER PLAN PLAN WINDOW PER PLAN GYP.BD. WINDOW SILL PROVIDE BATT INSUL -+--EXTERIOR FRAMED WALL PER ENERGY CALCS THICKNESS PER PLAN 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. PRE-ENGINEERED FURRING @a 24" O.C. SLOPE GRADE AWAY FLOOR TRUSSES 7/8 STUCCO OVER LATH FROM HOUSE w/ 3/4" SUBFLOOR W/ (2) LAYERS OF WATER BASE BOARD SCREWED AND GLUED - RESISTANT BARRIERS REFER TO STRUCTURAL QRN- FIN. FL. DRAWINGS FOR SIZE AND WALL SHEATHING PER ORIENTATION STRUCTURAL PLANS. TOP OF FLOOR (REFER TO ELEV.) EXPANSION JOINT/ WEEP SCREED PER ASTM C1063 TOP OF CMU (REFER TO ELEV. G. BD. I TOPOF WINDOW ING AS (REFER TO ELEV.) WHEN SPACE Cie SEE STRUCTURAL 1,000SF DRAWINGS E BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT ///; 8" CMU BLOCK BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS ATTACHED TO 1x2 PT. FINISH FURRING @ 24" O.C. SLOPE GRADE AWAY FROM HOUSE BASE BOARD 0 -0„ FIN. FL FOUNDATION PER STRUCTURAL DRAWINGS OUNDATION ER STRUCTURAL DRAWINGS TYP. 2-STORY WA L SECTION SCALE: 1/2" = V-0 L _I �FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL Qa WINDOW SCALE. 1 1/2" = V-O„ ATTIC OR SECOND FLOOR LIVING SPACE R17FER TO PLANS GYPSUM P OVIPE 2X4 GYPSUM Z BOARD F AMED BOARD g ENCLOSURE FOR GYPSUM - ELECTRICAL PAII^^NEL,FINISH W/ w GARAGE BOARD 2" 0YPSUM BOARD' r NICHE FOR ELECTRIC METER � ELECTRICAL LOCATION -SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN N FIELD ELECTRICAL PANEL ELECTRICAL S FINISH UCCO II, PANEL N EXTERIOR EXTERIOR - CO `O CMU BLOCK CMU BLOCK W LL WALL OTE: ELECTRICAL P NEL IS TO BE N CONCRETE CONCRETE- CONCRETE- I11 ISTALLED ACCORDING CURB REFER CURB REFER TIO ALL APPLICABLE TO PLANS TO PLANS L DCALI, STATE AND ATIONAL CODES_ ERIFY PANEL CONCRETE IMENSIONS PRIOR TO SLAB ON Ae =1_,. = - ONSTRUCTION. GRADE GRADEAT GARAGE 12 TSEE ROOF PLAN S E, 1/2" (MIN.) CLG. BD. (e" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) I ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED ROOFING UNDERLAYMENT JP PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS- REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE, SOFFIT PER SPECS I 8" CMU BLOCK W/ CEMENTITIOUS FINISH DRIVEWAY PER COMMUNITY SLOPE GRADE AWAY SPECS FROM HOUSE GARAGE SLAB, 4„ SEE STRUCTURAL PLANS D'-0" 0'-0" SSLOPE SLOPE SLOPE - FIN. FL �. FIN. FL. FOUNDATION d FOUNDATION PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS WALL SECTION @a GARAGE DOOR TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2 = 1, 0 SCALE: 1/2" - V--0" A ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I I I I I I I I I I L -----J z g a w a I li I I I I i I I I I I I I I I I I I CV M c N (V io --- --- 1' 1'-6' FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL S ALE; _1/2" = V-O" 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.) -2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS -SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) 12 SEE PLA 1/2" EXTERIOR SOFF BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL - PLANS NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION oc w z z O i O U. z U) z J a w W FF--- H w w a O a FILE COPY ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED ROOFING UNDERLAYMENT PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. 12 BOTTOM CHORD VARIES. REFER SEE R00F TO TRUSS MFGR. DRAWINGS. PLAN \\ HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF WALL 'IF(REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALLS ELEV. BD. W/ALUM DRIP EDGE. SOFFIT PER SPECS 1/2" (MIN.) CLG. BD. HEADER PER STRUCTURALS WINDOW PER PLAN PROVIDE BATT INSUL. 0— EXTERIOR FRAMED WALL PER ENERGY CALCS. THICKNESS PER PLAN PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH W/ 3/4" SUBFLOOR W/ (2) LAYERS OF WATER SCREWED AND GLUED - RESISTANT BARRIERS REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION WALL SHEATHING PER STRUCTURALPLANS J TOP OF FLOOR 4 (REFER TO ELEV.) EXPANSION JOINT/ WEEP SCREED PER ASTM C1063 _ J TOP OF CMU (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. S(RTOPEFEOR F WINDOW r TO ELEV.) 1x6 PT DRAPE BLKG ABOVE WINDOWS SEE STRUCTURAL DRAWINGS WINDOW PER PLAN GYP.BD. WINDOW SILL PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT " CMU BLOCK BARRIER INSULATION (R-4.1) W/ CEMENTITIOUS ATTACHED TO tx2 PT. FINISH FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE 'd, 0'-0" `►w FIN. FL. --FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION SCALE: 1/2" = 1'-0" 12 SEE ROOF PLAN INSULATION PER COMMUNITY SPEC. SEE ENERGY CALLS. 1/2" (MIN.) ,CLG. BD. tx PT DRAPE BLK G ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED ROOFING UNDERLAYMENT 12 PRE-ENGINEERED ROOF SEE ROOF TRUSSES AT TYP. 24" O.C. PLAN BOTTOM CHORD VARIES. REFER \ TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END 'Z_OF TRUSS -REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) SEE ELEV. S E 1/2" (MIN.) - 2A ALUM WRAPPED FASCIA CLG. BD. BD. WALUM DRIP EDGE. "TYPE'X' GYP. BD. SOFFIT PER SPECS TO BE PROVIDED WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) PLAN r 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) 2x6 ALUM WRAPPED FASCIA BD. W/ALUM DRIP EDGE. SOFFIT PER SPECS —SEE STRUCTURAL PLAN _8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) PRECAST WIN. SILL SLOPE GRADE AWAY DRIVEWAY PER COMMUNITY FROM HOUSE SPECS GARAGE SLAB, SEE STRUCTURAL 4„ 0'0PLANS FNSLOPE SLOPE 0FL.0N FOUNDATION FOUNDATION PER STRUCTURAL DRAWINGS M PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW WALL SECTION 0 GARAGE DOC SCALE: 1/2' = V-0" SCALE: 1/2" = 1,-0" ATTIC R SECOND FLOOR LIVING SPACE "-- REFER TO PLANS GYPSUM PROVIDE2X4 GYPSUM BOARD FRAMER BOARD z g ENCLOSURE FOR 3 1/2 ELECTRICAL (L 2" GYPSUM PANEL, INISH W/ GARAGE (L BOARD 2" GYPS M BOARD NICHE FOR ELECT I C METER ELECTRICA LOCATI N-SEE PANEL& PLANS. VERIFY WIRING INSTALLTION IN j i\l FIELD ii ELECTRICAL STUCCO i' PANEL ELECTRICA FINISH �' PANEL I (V `o EXTERIOR EXTERIOR CMU BLOCK CMU BLOC WALL WALL 'v CONCRETE " CONCRETE CURB REFER CURB REFE To PLANS TO PLANS CONCRETE dQ SLAB ON GRADE _ -_ _ _i, GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: '1/2" = 1'-0" K ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I ----- z 5 a cr as L L I I I i I 9 I i i I I I I I I N io au N , io ---_-- ----- 1' R V-6" N 44 SEE SOFFIT AT RAKE (BEYOND) REFER TO PLANS r1 _ FINISH PER PLAN = BENT METAL FLASHING REFER TO "L" FLASHING DETAIL _ HURRICANE STRAP EACH END OF TRUSS -REFER TO STRUCTURAL INSULATION AS - 2X LEDGER BOARD PER SPECS. TOP OF C.M.U. (REFER TO ELEV) 1/2" (MIN.) CLG. BD. \ PRE-ENGINEERED -2X ALUM WRAPPED FASCIA GABLE END ROOF BD. W/ALUM DRIP EDGE TRUSS - REFER TO STRUCTURALS SOFFIT AS PER SPECS. MASONRY LINTEL, SEE STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" _: 1'-0"". 2-STORY - FRAMED WALL ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED 12 ROOFING UNDERLAYMENT SEE ROOF PLAN 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. --OL TOP OF C.M.U. (REFER TO ELEV.) 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA BD. W/ KNOCKDOWN ELEV. BD. W/ALUM DRIP EDGE, PLASTER FINISH SOFFIT PER SPECS SEE STRUCTURAL PLANS 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE SLOPE SLOPE ' FIN. FL. NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION j —FOUNDATION PER STRUCTURAL DRAWINGS LUMN @ LANAITORCH n rl N 0 z w F Z o Y ¢ LIJ ¢ m - _ O F �wLo ro 0 F-��°C z 2 Z.va a cc QUo Q _I T L7 U) Z-_4 w �� cz � C a N cc h o z z 4 27z z O Q aQ L g � F cc z oLn z Ir ® ® 4 O O ®a O U r� z ¢ z 0 ® w U py� W 0 o O a ii^� L0 w Lu ® w O ® ~O z w cc s.� Ali a = �1 w c oa z ��i W z g a A U) w 'Q � vi O z U) z z EL uj 0 z W 0 Lu w a O w IL Q W F O G Q BED: 11 /21 Y FILE COPY EMERALD LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3Wx2321 S.F. 6963 SMALL APPLIANCE 1500 SMALL APPLIANCE 1500 REFRIGERATOR 1200 DISHWASHER 2400 DISPOSAL 850 MICROWAVE 1200 RANGE 8000 WATER HEATER 4500 DRYER 5000 WASHER 1500 LAUNDRY 1500 EXTERIOR GFI 1500 IRRIGATION 800 GDO 900 TOTAL KVA 39313 AHU #1 HEAT 10000 KWx.65 6500 FIRST 10KW 10000 BALANCE @ 40% 11725 ACLOAD 6500 TOTALLOAD 28225 KVA/240V 118 AMPS LOAD CALCULATIONS SCALE: N.T.S. 150 A METER COMBO 120/240V 1ph. N3R 22K AIC WIRE POLE TRIP DESCRIPTION CKT CKT DESCRIPTION TRIP POLE WIRE #10 2P 30A AIR COMPRESSOR 1 2 RANGE 50A 2P #6 3 4 #6 2P 60A AIR HANDLER 5 6 WATER HEATER 25A 2P #10 7 8 #12 1P 20A DISHWASHER(AF/GFI) 9 10 DRYER 30A 2P #10 #12 1P 20A DISPOSAL(AF/GFI) 11 12 #12 1P 20A WASHER(AF/GFI) 13 14 MICROWAVE (AF) 20A 1P #12 #12 1 P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 #12 1P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A 1P #14 #12 1P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1P #14 #12 1 P 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 2" PVC STUB r ` DOWN FOR #4 GROUND WIRE FLORIDA BLDG STEEL POWER & 3#Yo, 1#6G 1 Y" C LIGHT GROUND ROD 5%"x8' GALV. ELECT. RISER DIAGRAM SCALE: N.T.S. -------------- I LANAI I I i ADD BLOCKING AS REQUIRED VP I I SWITCH FOR DISPOSAL 3(I'I)y� GREAT ROOM TV CAT 5 ADD BLOCKINC AS REQUIRED 'E::J I FII ADD BLOCKING AS REQ'D E X TE S BATH cM E. L FO EL ADD BLOCKING 7EXTRA ITE As REQ'D ADD BLOCKING FOYER AS REQUIRED 3 ADD ADD CH41 DINING AREA BLOCKING KITCHEN BLOCKING AS REQ'D AS REQ'D I I w - C9 ---- HOOD RANGE ADD BLOCKING AS REQUIRED CH G I I - I I ADD BLOCKING AS REQ'D G A/C _. -_- -- --T—f DISCONNECT I _ T1�' r 1 F -�— I I I I I I I I I I I I I I I I i I CIS TO, LI H @ PTRY I 12ND AD � A¢D FL I R I i BLOCKI GI BLOCKING I I I SIRE 'DI I i t A$ REQ'D v WH DISCONNECT LL 3 WH CH O 2 CAR GARAGE 42'AFF PRE -WIRE FOR Y GARAGE DOOR NI OPENER — --------------------- 1 CD I ,. 0 I r I i I I I ADD ,BLOCKING P.B. F AS REQ'D CHIMES 3 r IENTR vP Nh FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" IRRIGATION TIMER I LOCATION VARIES PER MAIN WATER SERVICE CONNECTION P/GFI ELECT. PANEL ON P/GFI 2X4 WALL M FIELD -- ,I VERIFY ' I I I I I I METER I I I I ' I I .. I ELECTRICAL KEY I� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET FI 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 WALL MOUNTED INCANDESCENT LIGHT FIXTURE ovr VAPOR PROOF LIGHT FIXTURE +Pc. LIGHT FIXTURE WITH PULL CHAIN =4)=:= FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN i1i EXHAUST FAN/LIGHT COMBINATION 121 CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) @ COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR F< TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) Ip ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ....... ... 42" OUTLETS .........14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE.. ....... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 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. JAN 2020 __ h 0 z Q z a o Y � d ~ J LU a m c J w O Owe OmQ UC7¢z m = a z a 2 � Q U 9 d J 0 n g r� 1 r� cCS v N tr m C Z U) z Q O Q k cr Ir w z z O 0 O O 0 m z o w z z (J Ow o U i o M W O m cr w *^ RSJ o i IL.1 I._I IQ cr w m o O (�„ U FO 0 I� a z w co O L j^ 0 0 z I� V Q LLr i i w Q ,6 W � U) z J = Qw wa i r..a Oct w x 0 0 z � Li W 0 w U) 0 N N z J a w w F— z U) t- 0 �. 0 z 0 m 0 U RELEASED: 11 /21 / 19 w SHEET 00 x z l< EMERALD LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3Wx2321 S.F. 6963 SMALL APPLIANCE 1500 SMALL APPLIANCE 1500 REFRIGERATOR 1200 DISHWASHER 2400 DISPOSAL 850 MICROWAVE 1200 RANGE 8000 WATER HEATER 4500 DRYER 5000 WASHER 1500 LAUNDRY 1500 EXTERIOR GFI 1500 IRRIGATION 800 GDO 900 TOTAL KVA 39313 AHU #1 HEAT 10000 KWx.65 6500 FIRST 1 OKW 10000 BALANCE t7a 40% 11725 AC LOAD 6500 TOTALLOAD 28225 KVA/240V 118 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 DESCRIPTION TRIP POLE WIRE #10 2P 30A AIR COMPRESSOR FCKT RANGE 50A 2P #6 4 2P 60A AIR HANDLER 5t16#6 WATER HEATER 25A 2P#107 #12 1P 20A DISHWASHER (AF/GFI) 9 10 DRYER 30A 2P 410 #12 1 P 20A DISPOSAL (AF/GFI) 11 12 #12 1P 20A WASHER(AF/GFI) 13 14 MICROWAVE 20A 1P #12 #12 1 P 20A REFRIGERATOR 1 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 414 #12 1P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1P #14 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A 1 P #14 #12 1P 20A SPRINKLER SOLENOID 27 28 SPACE #12 1P 20A EXTERIOR (GFI) 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE PANEL SCHEDULE SCALE: N.T.S. 150 A MLO PANEL A.C. COMPRESSOR � 42 CIRCUITS W 150A/2P 3#10, 3/4" C #4 GROUND WIRE 3#Y, 1#6G 1 Y2' C GROUND ROD %"x8' GALV. ELECT. RISER DIAGRAM SCALE: N.T.S. I ;AT 5 1 GREAT ROOM ADD BLOCKIN( AS REQUIRED --------------------------- LANAI I I I i I I i I ADD BLOCKING AS REQUIRED VP — SWITCH FOR DISPOSAL 3 'DMOI U c—� --- : ADD ADD BLOCKING BLOCKING CHGYI DINING AREA KITCHEN B AS REQ'� — AS REQ'D I c� W -- 0 z tr r U ADD BLOCKING AS REQUIRED cH I I I 1 ADD --- BLOCKING G — — — AS REQ'D L � I I I I I I I I I I 1 1 1 1 1 1 I I I 1 1III! 11 1IT ILI H t7a I I I I ICLI PTRY 2ND O I R i I AD[ I g¢OCKING I I I BLOCKI GI I $1 S IRE 'DI I A REQ'D a rr _ FI' ADD LL BLOCKING ` 3 n � NIH AS REQ'D EX STE - BATH cM E l s FO CL -- Do O J, ADD BLOCKING EXTRA ITE As REQ'D ADD BLOCKING FOYE AS REQUIRED II I ELECTRICAL KEY k& DUPLEX CONVENIENCE OUTLET �ft, WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE r VAPOR PROOF LIGHT FIXTURE *P L. LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ce CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR o SMOKE DETECTOR 4 TELEPHONE (OPTIONAL) ❑N TELEVISION (OPTIONAL) Ip ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH �— — HOOD Q JUNCTION BOX --- -- RANGE /-- STANDARD ELECTRICAL LINE A/C �PIGFI DISCONNECT 0- WH DISCONNECT 2 CAR GARAGE IRRIGATION TIMER 42"AFF LOCATION VARIES PER MAIN WATER PRE WIRE FOR o SERVICE GARAGE DOOR N ELECT. CONNECTION OPENER PANEL ON P/GFI 2X4 WALL M (V.I.P) FIELD --- ---------------------------- ------ VERIFY +' METER I o 1 o . I I I I 1 I I I ADD _ BLOCKING AS REQ'D CHIMES 3 ENTR VP ----------- y`x FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS .............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE, ........ 14" TELEVISION ....... ...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION, 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 411 & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. 0 zz Ld z a o J~ W g m j J O I 0 C7 m Q U 0 z a 2 Z U) Cc < 0 _O' Q 0 J rn A M � g N W ^ V Z U) z Q O Q r- Er F- 0 0 O z Ua 0 L c J Q O. ( M W O L 1 i O V F 0 j� r O tn w w I T r )( L w L G i r....l L F c c us �.i.� U) R ASED:11/21 �b Si �R 1J o r C7 Lu w n- o cr IL IL w x F- O FILE COPY i I I � L I 3-BULB OWNER' IO BATH STRUCTURED WIRE PANEL (SWP) LOCATE j HALL r BELOW SHELVING (VIF) OS WIC BATH AA-D-9— ADD BLOC ING 3-BULB B OCKING 1 " - E TID AS REQUIRED S R ADDS WASHER OWNER'S SUITE co BLOCKING SPACE4 O AS REQ'D 11oV GFI _ J *_Cd DRYER --- CAT SPACE 220' TV V---- - - 7Y LAUNDRY Q _ 4 I I I ITCIS ITCH ca I y� 11 1 1 1 1 I it �� --`T i t I I I I I I I I 11 S 1 F O R I ADD LOCK D HALL LOFT AS REQUIRED AS RE DISCONNECT ADD LOCKING AS REQUIRED r I CL ,69 CL ADD LOCKING ADD LOCKING AS REQUIRED AS REQUIRED i ADD LOCKING AS REQUIRED BEDROOM 3 BEDROOM 4 BEDROOM 2 I I SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1 '-0" CKING JIBED I i ELECTRICAL KEY k� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET rF GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH J4 FOUR-WAY SWITCH (� KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE I� WALL MOUNTED INCANDESCENT LIGHT FIXTURE y, VAPOR PROOF LIGHT FIXTURE �ac LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE C) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION oe CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) oM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR K TELEPHONE (OPTIONAL) 9 TELEVISION (OPTIONAL) D1 ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH dD JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS ...... ....... 14" ABOVE COUNTER OUTLETS ...... 46" 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. 0 I, 0 z H z Y ¢ J H m 2 J O Y = c� ~ C � z a x =zcacc z¢ a CC Q U o 9 Q J n °" _z o z w U z Q O QQ g Lu Lu ¢ 0 0 ¢ � zLL z o u a U O U w w U J p (L 0 0 m i �.1 ¢ a w cr m O O ® �I U O F O z~Z w p Fm o U U ao W I.LI ¢ ■� W V) wj ¢ I Qw W J LL J w F ui z z Sw ¢ ¢ 1+d z z 0 rn w r J cn U) COMMUNITY: ¢ WATERSTONE x x PLAN # 6102 w w RELEASED: 11 /21 / 19 2 SHEET O z E 1,2 Q z O x Y FILE COPY SHR TUB _ I 2 » 2 JIB 3 ` I 2„VTR 3„ We SHR 3 LAV tw n 2, C 2» AAV 3„ I 2„ LAV 3" 3„ I( LAV 2' WM ' 2" 3° PLUMBING RISER DIAGRAM SCALE: N.T.SI SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" — — LOCATION VARIES PER MAIN WATER SERVICE CONNECTION T 0 z a J IL W F- 0 ....FILE COP Y rr�.� vvr � MA50WR LINTEL DETAILS REINFORGEMENT MARK DE516NATION. TOP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-O5/OT ----- ----- MB-2 8F8-IB/0T ----- (1) #5 M13.-3 &F16-1B/IT (U #5 (1) #5 MB-4 5PF14-ID -- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: 1. ALL LINTELS w/ 5PAN5 GREATER THAN 14b" 5HALL BE PRE5TRE55ED. ' 2.5HORE FILLED LINTEL5 A5 REQUIRED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL 13E GRADE 60, f9-60 k51 bi ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM SIZE REOUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS P1356-1 TRUSS BRACING DETAILS GENE AIL STRUCTURAL NOTES FOUNDATION I •DESIGN 15 BASED DN 6th EDITION (2011) FLORIDA BUILDING GODS. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP�SED TO WEATHER OR IN CONTACT W/ GONGRETE OR MASONRY FOUNIDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2 • FASTEN PARTITION WALLS TO 5LA13 WITHY4" DIA. x 23/4" LONG TAPGON5 @ 52" o.' . MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GdRRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD GONTAGT I HK4PPV 4 HARDWARE SUPPLIERS TO GOORD • GONGRETE DE516H BASED ON AGI 315. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAY5; U.N.O:: f'c = 2,500 p i........ FOOTIN65 2,500 p I......, -,SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy ` 60,000 51 ...I:: REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE: THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. ' • FOOTIN65 AND 5L B5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED ILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c 3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MASON Y UNITS SHALL BE ASTM G90 WMINIMUM A MINIM M GOMPRE551VE 5T N6TH OF Ig00 P51 FM = 1500 P51 . ( ) ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 550/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REIN ORGED W(I) #5 BAR VERTICAL. BAR 5HALL' - EXTEND 1 TO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOH. PROVIDE MIN 30 LAP SPLIICE WITH FOOTING DOWEL. GROUT 50 ID A ,REIN ORGED GMU CELLS AND BOND BEAMS L LL, F LL ALL BOND BEAMS ARE TO BE 8 CONT. FULL LENGTH OF WALL W (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL HALL CORNERS. VERTICALEM NT SHALL E HE N P REINFO IG� E LLB HELD I LACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS NHERE SLAB CRACKS ARE LIKE LY TO DEVELOP, EXACT LOCATIONS PER BUILDER. • SAW GUT OR; TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" SLAB) • JOINTS SHALL 56 LOCATED ® 12-0" O.G. (RECOMMENDED) OR I5-0" O.G. (MAXIMUM) JOINT GRID PATTERN SHALL BE AS CLOSE TO 5QUARE5 A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5FECFICATION5 (T`PF. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAIL5I 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAIL5* 50LE PLATE TOJ015T/BLK'G. (5) NAILS ® 4" o.c. (5) NAILS a 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS i 1 (3)NAILS RIM TO TOP PLATE TOENAILS'® 8" o.c. TOENAILS @ 6" o.c* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS*, DOUBLE STUD NAILS 0 24" o.c. NAILS a 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE q N_A1L5 IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 4 INTERSECTING WALLS (2) NAILS (2) NAILS * 2'2'x0.113 15 AN ACCEPTABLE ALTERNATIVE NAILS. (ONLY ACCEPTABLE WHERE * ARE 5H TO A WN) 3NO.120", SAME SPACING OR NUMBER OF TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (20M FLORIDA BUILDING CODE (SECTION 160q) LATERAL DE516N REGUIREMENT5 FOR THE FOLLOWIN6 HIND 5PEED a EXP05URE ONLY: 65 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT = ENCLOSED, +/- 0.15 ANY WIND 5PEED/EXPO5URE NOT LI5TED HERE REG2UIRE5 FORMAL EVALUATION` APPROVAL FROM MULHERN �KU P ' STRUCTURAL EN6INEERIN6. EXTERIOR $ SHEAR WALL 5HEATH I NIS SPECIFICATIONS, INDICATES LOGATION AND EXTENT OF 5HEARWALL NHIGH REQUIRES 5HEATHINS AND/ OR FA5TENIN6 5PEGIFIGATIONS BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL SPEG. 1/16 PLYWOOD OR 05B FASTENED W PI O 2V2"xO.131" NAIL @ 6" o.c. ALON6 PANEL I� ED6E5 AND 12 o.c. IN THE PANEL FIELD. 1/16" PLYWOOD OR 05B FASTENED w/ P3 O 2%2"x0.I31" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12"o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 1/16" PLYWOOD OR 05B FASTENED W2Y2"x0.131" NAIL-5 ® (9" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER.; (i!N.O. ON PLANS) I. ALL PANEL EDGES SHALL OGGUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W %NO.131" NAILS @ lb"o.c. USE (8) _%NO.131"NAIL5 @ EA. LAP SPLICE. (TYP. JU.N.O.) 4. LATERAL ANALYSIS A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTI ON, REOUIREMENT5, 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALLS. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, 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 5HEARWALLS 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6' EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL Windoh 4-Door Allohable Wind Pre55ure5` 165 MPH Wind Zone Ex o5ure E OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +25.8 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F Ib' 6arage Door +24.5 P5F/-21.0 P517 +24.5 P5F/-2g.6 P5F 10 SOFT. +21.4 P5F/-3Lq P5F +261A P5F/-3cl.3 P5F 20 SOFT. +28.1 P5F/-30.6 P5F +28.1 P5F/ 3bA P5F 50 SOFT. +26.3 P5F/-28.8 PSF +26.3 P5F/-33.2 P5F 100 SOFT. +25.0 P5F/-21.5 PSF . +25D P5F/-30.5 P5F 500 SOFT. +211 P5F/-24.4 P5F +21A P5F/-24.4 PSF End Zone 15 defined as the Smaller of 10% of leant 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 .6 to obtain ultimate'pre5sures. ROOF FRAMIN6', • 5EE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. B�LYWOOD 5HEATHIN6 2446, EXPOSURE 1. FASTEN 5HEATHIN6 TO RgOF MEMBERS W 2 %NO.113 RING SHANK NAILS (R5R5-01 OR-EQUIV.)I0 6" O.G. AT PANEL E06E5 4 ® 6" O.G.1 N FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS o 3" O,G. (UN :.0.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TPU55 DAYS FROM GABLE END, PROVIDE W' STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 iSHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMItJ6. • TRUSS ALL VALLEY SETS. FASTEN EAGH TO TRU55 BELOW N/ 51MP50N MR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER,UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S B651 I "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W 2x4 LEDGER FASTENED TO FRAMING W(2) 3"4.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF ORDER TRU55 BEARING E BE IN ON WOOD STUD WALL/WOOD BEAM ALL (2) SIMP50N HT520 SINGLE ROOF TRU55 BEARING ON OPT. A 51MP50N HETAI6 OPT. B (1) HETAI6 EVERY TRU55 + (1) GMU WALL (OPT. A TYP. U.N.0) ADD'L HETAI6 EVERY OTHER OOF G.T. FLUSH BEAM OR FLOOR T. BEARING ON GMU WALL ALL (2) 51MP50N HETAI6 IT 15 THE RESPONSIBILITY L TY OF THE ENGINEER GO F O DESIGN 0 RECORD T E51 N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION'. MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACGORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. • INTERIOR BEARING WALL • _-� BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL • I EXTENT OF OVERFRAMIN6 •-- - - ------INDICATES Il8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OFI REINFORCED GMU GORE (SEE NOTES) JL METAL HANGER INDIGATE5 POST ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL SPEGIFI AT ON FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO- GMU WALL w/ (1) SIMP50N!M5TGM40 STRAP'W (12)Y4" 5T-I DIA x 11'4 LONG TAPGONS, INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5 USE ONE STRAP TOTAL PER - ( BUILT UP POST: U.N.O.) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION` - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR R = 1.25 O O FLOOR LIVE = 40 PSF (INCLUDING STAIRS) 30 PSF @ SLEEPING AREAS - 50 P51F ® GARAGE DEAD - 10 P5F (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RI5K GATEC70RY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 a I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O.' ON PLANS). ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED HITH 2x 'STUD' GRADE MEMBERS SPACED ® 169" O.G. (MAX). ALL NON -BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX.). ALL HEADERS SHALL BE SUPPORTED BY (I)2x JACK STUD 4 (1)2x , KING STUD; MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE#2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x B - " " BEAMS 8 HEADERS W/ 3 ROWS OF 3 x0a31 NAILS @ 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE GONDITION5. UTILIZE ROW5 OF NAILS FOR 2x6' 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"0.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH :ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 2Y2"xO.131' NAILS ® b" O.G. ® EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O.ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARING.' • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L Fb=2325,pel; Fv-310 psi; E=1.55x10^6 Psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131"NAILS a 8" O/G OR 2 ROW5Y4"x3Y2" SIMPSON SD5 5GREW5 (OR %" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2"FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF Y4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRUS5LOK SCREWS) @ 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT W GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G: FLOOR FRAMIN6 • 1-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I=JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65 SHALL BE SUBMITTED TO ARCH. 4 ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23/32" A.P.A. RATED 'STUDD-I FLOOR' 24" O.G, EXPOSURE I (OR APPROVED EQUAL) TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS IN/ GLUE AND 5GREWED w/ 10x2 LONG GRABBER 5GREW5 (OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS TYPICAL 5TAIR C01\15TRUCTION NOTES • (5) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE; AND 2x6 P.T. PLATE AT BOTTOM w/ (1) SIMP50N A35 CLIP AT EACH STRINGER. ' FASTEN 2x6 P.T. PLATE TO CONGRETE SLAB W (3) 3/I6" DIA. x 3 Y2" LONG TAPGONS. • FASTEN END 57,I116ER5 TO ADJACENT WALLS W (2) YNO.131" NAILS AT EACH STUD, WHERE APPLICABLE • PROVIDE 3/4" FLOOR DEGKIN@ ON RISERS AND I" FLOOR DECKING ON TREADS. • 5EE STAR FRAMING SECTION FOR MORE INFO. seal: Gl f F oV 25 & T OF O 10 U copKU11 \� ��u114 �II�F nc. ^^ c� 1� z w w z o 0 z a W J � Q a8 . a WF_ �Q) Q > yOP 2 c9 y cc M CO fV = Cl) d IV AW M&K project number: 068- 1 9029 projectmgr: NJ M drawn by: P H M issue date: . 1 1-1 8-1 9 REVISIONS: date: initial: CZ � UJ 0 J LJ.. Ld 0 I- O Z U W ii (5 i -J (0 Ld � Lc)O U 0� I 0 UW __i sheet: 0 �r i LEGEND • INTERIOR BEARING WALL Ii i • BEARING WALL ABOVE • BEAM / HEADER 35'-0"' LOCATION AND EXTENT OF SHEARWALL 13'-0 12' 3 ` 10'-0 SDI r- - • I : i EXTENT OF OYERFRAMING LANAI 5LAB: •,� — - — — — — —• 3 y2" GONG. SLAB ON GRADE (2500 P51 j MIN.) W/ 6x6-WI.4xWl.4 I N o MESH OR FIBER MESH I 3 0 o ON 95% GOMPAGTED 5D-I o — FILL., _ I 2 3 I 7 q I 2" I 50-1 5D-1 5D-I 5D-1 y2' STEP I 5D-1 • 61211 — - — - 66'-6" 1 12'-4" I GONGRETE 5LAB: I 3 �� GOG 5 GONG. AB ON L y 2 I GRADE (2500 P51 MIN.) w/ 5. . R G.D EGE55 PER 6x6-WI.4xNI.4 MESH OR MANUFAGTURE 5 • I FIBER MESH OVER 6 MIL: IN5TRUGTION I POLY ON 15% GOMPAGTED FILL. r I I NOTE: REFER TO BLOGK ' I — 2 I PLAN FOR e4LL DOWEL 2 5D-1 i i LOCATION DIMENSIONS. I 5D-I I 10'-2 I/4" 6'-1 s5/4" I I 18'-8" I I41 �— I. -- --3J/2STEP--------1 0 -- - - - jXMIMNES 5"xl6" THIGKENED 5D-I 10 SLAB UNDER 5D I BEARING WALL I I GARAGE 5LAB: 3 y2 STEP • I (TYP.) 3 y2" GONG. 5LAB ON GRADE I • j I I (2500 P51 MIN.) W 6x6-WI.4xWl.4 MESH OR FIBER MESH OVER 6 y ' I MIL. POLY ON 95% GOMPAGTED' FILL. j I I �T I 4 CD • I I I � N � _I • W I' 7 2 I 6 I I �I 5D-I 3 I 5D-1 I _ 5D I `r 5D-I I 3 3 i'v 10 -4i 6 -S 18 -0 li I '-0" L . — — - —INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU LORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. \\iiirlli'"�2 seal-, 1 I � T OF i Struc III ring, Inc. A CD z J7 w W o vv�z z i z w 1 J � N 1 Q Z� ag C) 4 LU F— m J I; 3 a >. °o Jz �0 c o y m LIS 1dJ IO N � M Q 51 M&K project number: 068-1 9029 project mgr: NJ M drawn by: P H M issue date: 1 1-1 8- 1 9 REVISIONS: ' date: initial: i4 Cz.4> C I sheet: C] 0 Z O wI UJ D I I� rJ v ! z 0 O w J S LEND seal: o�� , G. \ 9 • INTERIOR BEARING WALL ?jN t rr e*` • - _ BEARING WALL ABOVE ° ;4Wu'-0"12' 0" 10'-0" 10, . BEAM /HEADERs 4-10 4-6 3-� -4 9- I-4 8 3-2 5 2 i�E`ss__._..,�Cal�� le r O B-2 • � � � LOCATION AND EXTENT OF SHEARWALL © copyright: ��\��` . • ; •❑ r Structural Engineering Inc • • =Nk I • I I EXTENT OF OVERFRAMIN6 1 I - -—INDICATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE o p] [D a? o (5EE NOTE5) JL METAL HANGER 'INDICATE5 P05T ABOVE. PROVIDE 50LID ICI B OGKIN6 UNDER PO 5T OR JAMB ABOV E. MASONRY LINTEL DETAILS :.REINFORGEMENT MARK DE51ONATION TOP BOTTOM SHEAR REINFORGEMENT MB 1 ` 8Fb-OB/OT ----- ---- MB-2 bF6-I0/0T ----- (1) #5 MD-3 8F16-15/IT ' (1) #5 (1) #5 MB-4 8RF14-IB --- ----- APPROVED LINTEL MANUFAGTURER5 ARE: CAST-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONGRETE. NOTE5: I ALL LINTELS w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 5. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE b0; fy=60 <91 b: ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW REFER TO 5-0.0 FOR TYPIGAL STRUGTURAL NOTES $ SGHEDULES CD EL w w z o � rn z w � Q ::::) Q U I— U -,It n � � C W� a >. F- d CD . Z -o ID UJIN to O O CEO y min w o cv ♦Y M d 1 M&K project number: 068-1 9029 project mgr: N J M drawn by: P H M issue date: 1 1-1 8- 1 9 REVISIONS: date: initial: O d 0 LL, z 0 W w_ 1TT U z J OL J Lli Z 0 LO rti UJ I ® ° W _ 0� M W _ sheet: L seal: ��\\\\11G* 9 R � LEGEND ROOF FRAMING �� • INTERIOR BEARING WALL SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF ` * % N * = _ TRU55 CONNECTORS. • — BEARING WALL ABOVE A,, T of ROOF ING SHALL + � BEAM /HEADER • EXP05URE 1. FASTEN SHEATHING TOINROOF EMBER5 w/ 2 %e x0.115" 05, ....... RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 $ AL • � m LOCATION AND EXTENT OF 5HEARWALL ® 6" O.C.IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG ©cavvr rudura''I lru �ryflNRin+ SEInee�in TRU55E5 w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOCKING 9 9' Inc. ' + EXTENT OF OVERFRAMIN6 ALONG PANEL EDOE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. CD PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. Q z • - INDICATES 1/8"A" SAW GUT ONTROL JOINT • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND w 0 0(3 CONTINUOUSLY UNDER ALL OVERFRAMIN6. z o SD-2 INDICATES LOGATION OF REINFORCED GMU CORE TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ z (SEE NOTE5) 51MP50N VTGR CLIPS ®24" D.C. 5 JE METAL HANGER J I I A METAL LL E L SHAL L BE SPECIFIED BY THETRUSS I 3T * INDICATES P05T ABOVE. PROVIDE 50LID MANUFACTURER UNLESS OTHERN15E NOTED. 7D a BLOCKING UNDER P05T OR JAMB ABOVE. ~ a 1 5D-2 • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I _ o Y "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING = E OF METAL PLATE CONNECTED WOOD-TRU55E5." UJ v~i.. --�•'. IL HOLDOM 5TRAF 5OHF-1;)ULF • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. 3: a FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. F d o JZ a� • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER UJ Y SYMBOL SPEGIFIGATION o o v li FASTENED T � � o 18 FLOOR TRU55E5O FRAMING w/(2) 3 x0.131 NAILS � I6 O.G. � � cq _ G CO m ura FASTEN BUILT UP P 5 SUPPORTING o N � 05T ORTIN6 ROOF G.T: TO u� N ® 19.2 o.c. (MAX)o L GMU WALL w/ (1) SIMP50N M5TGM40 STRAP w/ (12)Ya Cr co �. - II 5T I DIA x lea LONG TAPCONS INTO GMU. DESIGN ACCOUNTS ' b � FOR REDUCED STRAP GAP. FOR SHORTER TAPCONS. 5T-1 W 5T—f w W (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) Q t2)2x12 FLU5H BOT. OR FLOOR GIRDER TRU55 J L J. J L 111 I' I! 'il II i UL,51"i 11 r T r UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N 142.5T SINGLE ROOF TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 SINGLE ROOF TRUSS BEARING ON OPT. A 51MP50N HETAI6 OPT. B (1)HETAI6 EVERY TRU55 + (1) GMU WALL (OPT. A TYP. U.N.O.) ADD'L HETA16 EVERY OTHER OOF 6.T. FLUSH BEAM OR FLOOR T. BEARING ON GMU WALL ALL (2) 51MP50N HETAIb IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51M 2014 NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5`OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP GARD5, REFER TO 5-0.0 FOR TYPIGAL ?FA SIaAL NV E56 `IE YLE'i - --- - -- --- _ �-'� I I I I 5T-1 I I 5T-1 A (1) 51MP50N A35 GLIP II" EA. 5TRIl ' 37 I I I 5D 2 r FLOOR TRU55E5 (5EE PLAN) 2x OR I" 05B FLOOR 63. DEGKIN6 - PROVIDE VERTIGAL5 (TYP•) � OR 501-I1) BLOCKING EA. 5TRIN6ER LOCATION (3) SINGLE PLY 2x12 _5OUTHERN PINE #2 `(OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 GLIP ® EA. 5TRIN6ER N6 PLAN PLAN 2x6 P.T. BOTTOM PLATE FASTENED TOCONCRETE IA LONG TAPGON5 STAIR SECTION M&K project number: 068-1 9029 project mgr: N J M drawn by: P H M issue date: 1 1- j 8-1 9 REVISIONS: date: initial: ,z' Q 0. t. UI 0 z Q z 0 W W LL W ] 0 cn ® Z L o Q O � z O ¢ sheet: S"1.2 ----`- ---- _' I I I \ I \ - I' I I I I \ I \ I I II I I i 25 5D-2 I Q) HIP 61RDER TRU' I \ 25 5D-2 I I I I l I I I I I I 1 I I -z 1 <u G X n ` / \.qu cv 2 — H u �= � U I 0 N I VALLEY TRU55 ; �J O.F. ® 24" o.c. HIP 61RDER TRUE ter... �. I ks)L to � - /I I i r / O r v I _ L I 5TRU6TURAL <... r. { Ii 25 ij' I i 5D-2 i I �( II Ir_ - �I I i j I I I I ,I I I I I I ' I I I I I I I I I I I I RODS AY I N&PAN SCALE: 1/4"-1'-0" (22x54 SHEET) SCALE: I/W=V-0" (IIxl'T SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF, 5HEARNALL I EXTENT OF OVERFRAMIN6 L mm _J a-.n I �— -----INDICATES I/8 xl SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) JL METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRUSS UPLIFTCONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE l/Ib" MIN: 056/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %NO.115" RING SHANK NAILS (R5R5-0I OR EQUIV) 0 b" O.G. AT PANEL EDGE5 4 ® b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 n SHANK NAILS O.. PROVIDE BLOCKING TRUSSES w/ RING 5HA LS � 3 O.G. (U N ) ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIP5ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERNI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S B651 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRAGIN6 OF METAL PLATE CONNECTED NOOD TRUSSES •ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 ENG: FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 5NO.151" NAILS' o )b" O.G. UPLIFT GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' S1MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON j 15' 51MP50N HIOA HOOD STUD NALL/NOOD BEAM OF 61RDER TRU55 BEARIN6 ON OD STUD NALL/NOOD BEAM ALL (2) 51HP50N HT520 GLE ROOF TRU55 BEARIN6 ON ' OPT. A 51HP50N HETAI6 OPT. B U HALL (OPT. A TYP. U.N.O.) I AO'LHEHADD'L HETAIb EVERY OTHER OF G.T. FLUSH BEAM OR FLOORALL (2) 51MP50N HETAIb . BEARIN6 ON GMU WALL IT 15 THE; RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE51614 THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-i-10. ALL UPLIFT CONNECTORS AND LOADS PER T14I5 DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPEGIFIGATION5 AND LOADS SHONN ON THE SHOP CARDS. L5T EI=ER TO 5-O.O FOR TYPIGRUGTURAL NOTES � 5GHEDULE5 i GG. seal: \\. .. . S � '* CEIV'�,,% N 7 �0n: TE OF `ZONAL S �� f" `t ti 25 2019 ��>b © copyrighCMUL structural Engineering, Inc. z_ W W Cq Z o � rn z W d J � a :D a C) . F- a U � mY pC c c W - a m M a -+ E Q > A ~ °' CD� OCOD y, O c m y M ui S LU o f CC M d IF M&K project number: 068-19029 project mgr: N J M drawnby: PHM issue date: 1 1-1 8-1 9 REVISIONS: date: initial: z U z ALL. LL., 0 LL sheet: CU C 0 1.i.1 Z 0 1i W iVi W nI F—ml /J v! � '� z Wj 0 Lo 0 w ~ Q iF7-"i W O AV%v J9 Ilowk b" 1 0A I sea,', P' Gw o' re of ZZ s cn , Cp P',% la ems: i .RID . ®, FILLED CELLS- � _S° t • SEE PLAN)f 8 GMU BLOCK R4.1 FI FOIL OR EQUAL „ �if 6Y c copyright : M Yz P. BD. EA. SIDEULHE�i�&R 5 2014 4 ': OVER / FURR STRIPS � +� GARAGE � ' 4 OF 2x45 ®Ibtructural Engineering, Inc, i -PER BUILDER O.G.O G. 9 9: # E (1) 5 VERT. FROM FT . TO N I y,,, J-BOLTS 6" FROM EA. \ / BOND 2 TOP X IE-W BEAM. LAP w/ HOUSE SLAB a END OF WALL AND z FOUNDATION DOWEL IN. I (SEE PLAN) — @CORNER 30" GROUT CELL SOLI SPACE ® B O.G. J = N 2 (b MIN. EMBED) w [Y STUD PLATE TIES PER z o d ° < PT BOT. PLAN • STUD TOP $ : Q' GONG. OR PAVER GARAGE WALL - .: ° PLT. z DRIVEWAY BEYOND = _ = SOT. w a� O GRADE III -III -III- I� m - - 111= =III=1 -- --=-I' d' a °' GARAGE SLAB -III-III L 1-I -III- L ATIO/PORGH/LANAI SLAB a Q ° e E m 4 (SEE PLAW O v i III -II (SEE PLAN) O ill d -111_I I- - a • 'I I IIIII�I III 1=III- III== 1) #5 DOWEL W/ b HOOK AT 6RADE � rn ALL VERT. HALL REINF:. _ • - - _ _ H- 06 - _ III-11 I_I I i - - - — — - SEE PLANS FOR — — — I: W v� , - - _ - - ( LOGATIOW _LII-III li_ _ _ o - _ _ � I_I 11111_LI I_I I - _ _ _ III .III III ,! � ` I-II`I - GLEAN COMPACTED - - i _ (2) 55 GONT. W/ _ _ PAGTED IIL I I I III _-_�_ III-1 11- .1 I1_I I I I „ ' „ � - E --- -- _I11- -- _- - =--I 8 8 I� II ILI III LII III III II _ -3MI - - PILL ®95% . MONOLITHIC III f �-11 1- - N. CLEAR Q > �� I� _ ,, L G FOUNDATION Ib x8 THIGKENE _ _ _ _ _ - - _ _ 8 x8 THICKENED 11 LII II_L III III III III, I oII I_III—III— 11 ¢ CD - STANDARD DEN5ITY I W/ (2) #5 GONT. ON CHAIRS =1 o EDGE W/ (2) #5 I I-III-III-1i-III-ILI SLAB W/ (U #5 GONT. GONT. hIII=III III -III -I MIN. -I 1 WHERE 2ND STORY WAIL M ®_ LLJ 2 cc9 OCCURS DIRECTLY ABOVE THE W m` u0 UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES HURRICANE GLIPS AND U+ o i, , 8 MU WALL SHOWN F 6 T . SHA LL o ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJEGTTO ABE I'-4 WIDE w/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. I THICKENED EDGE ® GARAGE DOOR DETAIL POOTIN SECTION W/ BLOCK DETAIL EDGE DETAIL SCALE: NTSrrrs - �!:HICKENED E: NTS_ xRAGE STEP DOWN DETAIL M&K project number p 1 068- 19029 project mgr, f\J i M 8" GMU BLOGK drawn by: P H M 8' WIDE GONT 8" CHU BLOCK 8' GMU BLOCK R4.I FI-FOIL —R4.1 FI-FOIL L OR QUA L OR EQUAL E L (1) #5 VERT. FRO�1 FT6. TO s E AL 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date. 1 1 1 8-1 9 GONG. CURB BEYOND OVER 3/a° PURR STRIPS OVER /a FURR STRIPS s , (I) #5 VERT. FROM FTC. EXTERIOR DOOR -PER B'JIL�ER BOND BEAM. LAP w/ -PER BUILDER OVER /a PURR STRIPS TO BOND BEAM: LAP w/ FOUNDATION DOWEL MIN. - 1) #5 VERT. FROM FT-5: -PER BUILDER FOUNDATION DO HOUSE SLAM „ � CELL ( ?Q REVISIONS: WEL GARAGE SLAB , MTL.THRESHOLD 30 GROUT GEC°_ SOLID HOUSE SLAB BOND BEAM. (SEE PLAN) . LAP W/ HOUSE SLAB MIN. 30 GROUT CELL Q (SEE FLAW SET IN SEALANT PORGH/PATIO/LANAI, (SEE PLAW FOUNDATION DOWEL MIN. SOLID ? �., _ (SEE PLAN) date. initial: PAVERS SLAB OR PAVE7�:5 " 30" GROUT CELL SOLID` ' Z a� (SEE PLANS) (SEE PLANJ ° -III-111- _ _ -- d - a d ^ Q O 6RADE _ _ III - I 1 III-li =1= _ _ Am II ° - III= - - - - _III. III lIl I °a � III 1 III � aJ O BADE - - - - � a. - { I. I m _ _ _ II III III.Ilf-1 I-III-111_I ° EXP -III III-11I-L _ - - -IIL JOINT -.III II I #5 DOWEL 6 ` HOOK AT III III m, d ) w/ _ LI I_I - - - 111 _ - 11 - I - - A R - - - 1) #5 DOWIEL b HOO _ _ --= PVC, CHASE SLEEVE TO BE - - ALL VE T. WALL REINF. -L - W/ K AT _ _ - -1 -I - - - _ L III L - III -III- -I _ _ - - _LOCATION)- f - ALL VERT. WALL REINF. I = - - TWICE THE DIAMETER OF � n (SEE PLANS FOR l ,III III III I 1-ILI-1- ---_,_-- I = - 4 ---_L— �, III. LII III —1 MONOLITHIC III III I I- _ - - � � i _ 5 _ 1 -. PROTECTED PIPE -1 - - III (SEE PLANS FOR LOGATIOW` I III ILI—III-i GLEAN COMPACTED -III- 111- -11 � I I=III=III I I - - _ _ - FILL • 95% - GLEAN GOMPAGIED - 1- FOUNDATION W/ (2) #5. GLEAN COMPACTED _ -LII III ILI-LII ^�+ -III GLEAN COMPACTED' O MONOLITHIC FOUNDATION FILL® q5 '_ " GONT. ON CHAIRS FILL MONOLITHIC FOUNDATION III,. � % 57ANDARD I O FILL ® 95� ry STANDARD DENSITY WI/ (2) #5 GONT. ON CHAIRS DENSITY AND STANDARD DENSITY 1 _Op W/ (2) #5 GONT. ON „ MONOLITHIC FOUNDATION ^+ Q MIN. TERMITE MIN. STANDARD DENSITY 1 O W/ (2) #5 CONT. ON CHAIRS TREATED MIN. CHAIRS c WHERE 2ND STORY WALL WHERE 20 STORY WALL MIN. ^M OCCURS DIRECTLY ABOVE THE OGGUR?, DIRECTLY ABOVE THE WHERE 2ND STORY WALL WHERE 2ND STORY NALL 5" GMU WALL SHOWN, FT6. SHALL ��.: i OGGUR5 DIRECTLY ABOVE THE 8 CHU WALL 5HOWN, FT6. 5HALL "r OGGUR5 DIRECTLY ABOVE THE 8 GMU WALL SHOWN, FT6. SHALL BE I -4' WIDE w/ (2) #5 BARS BE I'-4 WIDE w/ (2) #5 BARS BE 1'4' WIDE w/ (2) #5 BARS BE I' U HALL WIDE w/OW #5 ARS ALL O (2) GARAGE CURB DETAIL �ENTRYDOOR DETAIL x N sEaAXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL (�a��CH�A51E DETAIL : NT5 I Cl L� NOTES: T . i O 1. UTILIZE 2-PART EPDXY OR r n UJ 8" GMU BLOCK OTHER EN61NEER APPROVED ( 1ILL BEYOND EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION R4.1 FI-FOIL OR EQUAL 2. PROVIDE 3/a° DIA. HOLE FOR _J EXTERIOR DOOR OVER 3/a" FURR 5TRIP5 DETAI LS FOR ADDITIONAL -P ER BUIL DER DOWEL; BLOW.OR BRUSH GLEAN. INFO RMATION NOT SHOWN MTL. THRESHOLD I 3. FOLLOW MANUF. INSTALLATION SET IN 5 HOUSE SLAB ' INSTRUCTIONS. HERE ] SEALANT L Y �x6 LONG z _ (SEE PLAN) 51MPSON TITEN HD UJ U o PORGH/PATIO/LANAI PRESSURE 5GREW5 ® 4'1 O.G. FUTURE S" GMU U SLAB OR PAVERS TREATED BOTTOMAND 12" MAX FROM BLOGK (SEE PLANS) PLATE END OF WALL #5 VERT. BAR TO BE LLI DRILL b" INTO EXIST'G LOCATED PER PLAN i i i O PER MANUF.d -III L III SLAB, EPDXY $ DRIVE 0. N GROUTED CELL �•�••1 ] =III-LII- - _ - - a 10 d _ #5 DOWEL, PROVIDE MIN. I L I --I I=III=� -III 9 III=II-III- - Ll-I_I-III- a --Ili -III- 1= =1 30 LAP SPLICE 1 O =111 v l 1-11 °-111=11-III -III=f I I_ILI_I - - I- m ® F- -1 ==1 III=III I = IS) _ L 1I1 II I� I -I m LII I_L I=III w III III-1 I I -I III -I 1=f I LI 1=11 l 1 L- l i t=111 m o =11 I I I -El 1 1 I I I -I I I I I I -III W 111 N 1 I=III III—I.l II II IIL=111 III 1'-4° z II III III -III III -I'' MONourHIC (� GLEAN COMPACTED " III ILI_-11' FOUNDATION W/ (2) #5 6RADE u I I II I �I � O GONT. ON CHAIRS = III= 1 - III=11 �, [(� U) FILL® A STANDARD I -O I=III- ° =III-IIL-I O (Y DENSITY AND TERMITE Ld - TREATED MIN. Q -III III d III III- IIITIII_lII =III III- F( WHERE DI STORY WALL UPLIFT GONNEGTOR5 SUCHA5 �TUD PLATE TIES, HURRICANE GLIP5, AND OGGURS DIRECTLY ABOVE THE ANCHOR BOLTS ARE NO REQI�I RED ON WALLS NOT SUBJEGT TO A — _ —I r 8" GhRI WALL SHOWN, FTC. SHALL W III III -III- — � p � BE 1'-4' WIDE K/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. HALL wHIGH REQUIRE SUCH HARDWARE --" " LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS�+ ARE E PLAN WILL BE SPECIFICALLY N TED ON PLAN. - L SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQUIRED EXTERIOR OUTSWING &' SGD POURED SILLS DETAIL �INT...THIS HOM � Sheet. BARING WALL`POOTING DETAIL MISSED DOWEL �RIE��TR%01�ITVE�T�AIL ALL`A PLIGABLE AREAS. THESE WHERE SPE�IFIGALLY INDICATED SCALE: Nr5ODETAILS RE NOT "GUT" ON THE PLANS ("GUT") ON THE PLANS. FIN EO6RADE PROVIDE SOLID SHIMBETW'N TRU55 8 \\\ seal. , \� CONNECTOR IF TRU55 LOCATED LE55 fG PROVIDE SOLID SHIMBETWN TRU55 THAN I Y2 FROM CONNECTOR. < Q $ CONNECTOR IF TRUSS LOCATED :� WHE THAN I FROM 2x4 OATS ® I6 O.G. RE TRU55 IS GREATER Yz 0 ., ' LE55 THANI Y FROM CONNECTOR: -• 2 " CONNECTOR, F O TYPICAL RETROFIT: •- it TOR REFER T L FASTENED TO GAB E END L WHERE TRU55 15 GREATER THAN IFASTEN SHEATHIN6'TO 2x4 2x4 BLOCKING w/ Y2 DETAIL TRU55 w 3 O 1 -o FROM UPLIFT CONNECTOR, REFER TO / (2) x .13 BLOCKING w/ 2 3/ex0.113 (3)3Ya x0.131 EXTERIOR WALL SHTG. TO RUN �• TOENAILS. PROVIDE I TYPICAL RETROFIT DETAIL P. O 2x e RING SHANK NAILS ®4 O.G: TOENAILS EACH END CONTINUOUS FULL HEIGHT OF EXTERIOR WALL ° O I 51MP50N H3 CLIP@ r r WALL FROM BOTTOM OF SEE PLAN FOR SHEATHING r OVERHANGS > 12 i IB N T O F AND CONNECTION SPECS. r R BQ O T P O DOUBLE r S� : TOP PLATE 9 FASTEN ROOF SHEATHING TO L : c copyright!M FASTEN SO LE PLATE TO CONT. RIBBON w 3 : i t GYPSUM BOA Struc u FASCIA WITH 2 /a x0.113 2Y a0.131 ®3 O.G. INTO ` z 3xQ.131"NA1 -, : 14 MAX' 2 O MIN I LS®6 O.G. d SHEATHIN670 : FASTEN ROOF SHEATHING PER ARCH FOR RING SHANK NAILS ®6 O.G. � SOLE PLATE �� SEE UPLIFT CONNECTOR s " TO FASCIA WITH 2 /e x0.113 RING SHANK NAILS FIREPROOFING ROOF SHTG I :� �: (4) 3Yq x0.131 1 GONT. RIBBON w/ 2 Y x0.131 NAIL5 ® 6 O.G. z � / � 1..1� SCHEDULE" ON PLANS FOR `OONNECTOR SPECIFICATIONS ®b OIG. GABLE END VERTICAL WEB SHALL LL BE I NAILS I - ' Z FA 2x6 FASCIA REINFORCING AS REQURIED GONT.24 MIN " 2x CONT. RIBBON (TOP b BOTTOM) w -SEE ARCH BY TRU55 MANUF. '; ONTO ROOF FASTEN TO EA: TRU55 VERTICAL FLOOR TRUSSES L w z' N o uw _ " " w/ O 3Ya x0.131 NAILS -PER PLAN _ c rn REINF. MA5ONRY LINTEL/ BEAM - z SEE PLAN FOR SPECIFICATIONS. 2x FA5GIA „ „ 2 Yz X0.131 ®3 O.G. INTO w a _ SEE ARCH 5EE UPLIFT CONNECTOR BOTTOM CONT. RIBBON J 2x SHEAR WALL - 5EE PLAN FOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 3Yq x0.131 TOENAILS® 12 O.G. CONNECTING BOTTOM PROVIDE SIMPSON HETAIb EMBEDDED STRAP ®EACH TRU55 � Z 1— E Q o SPECIFICATIONS n CONNECT EACH END OF FASTEN ROOF TPU55 TO CHORD TO TOP PLATE (® 19.2" O.G. MAX) FA5TENED TO MA50NRY'LINTEL TO TOP OF DOUBLE TOP PLATE w/ END TRU55 VERTIGAL OR TO PIER/ WALL w/ (1) #5 BENT (3) 3Ya"z0:131" TOENAILS FASTEN BOTTOM CHORD OFL BLOGKIN6/RIBBON DOWEL w/ 24" LE65 GABLE END TRU55 TO TOP \_8" GMU BOND BEAM PLATE WITH SIMPSON A35 2x4 BRACE w/2x4 W/ (1) #5 CONT. T-BRACE, SPACED VERT WALL REINF. TO GLIP5 ® 32 O.G. :_ �: ,..EXTEND INTO BOND BEAM 4 O O.G. MAX: FASTEN 2x4 TO T w/,3Ya x0.131 8 REINF. CMU WALL FASTEN BOTTOM OF 2x4 NAIL5 ® 12" O.C. SEE PLAN FOR VERT. BRACE TO DBL TOP FASTEN DRYWALL TO d HORZ. REINF. SPECS.. PLATE w/ (1) 51MP50N H2.5T BLOCKING w/SCREWS SECTION GTION " 5ECTION '3 " " @)=ELE:d (2)3Ya x0.131 TOENAILS ^/ /NAIL5 9" O.G. SECTION O - /4"_I:-0:: 26 SCALE: 3/4"_p•o" 5GALM 3/4"_I:-0. 5GALE: 3/4-I-0 3 , I I FASTEN ROOF SHEATHING TO 2x BLOCKING w/ 2 3/ x0.113 � FASTEN ROOF SHEATHING TO 8 FASTEN TOP CHORD OF TRUSS OR END 2x4 NAILER R H RING 5 ANK NAILS ®6 O.G. 2xb BLOCKING LOGKI IN EA. TRU55 BAY END TRU55 OR 2x4 EXTERIOR WALL x0.131 NAI 5 ® b w 2 L o.�. FASTS TO / Yz FASTENED EACH R05 IN6 -SEE PLAN FOR SHEATHING ROOF TRUSSES G 5 NAILER THRU WALL AND CONNECTION SPECS. FASTEN SOLE PLATE TO TOP CHORD OF ® 24"O.G. STUD w/ (3)3 Yq"x0.131" NAILS SHEATHING TO EXT. LADDER TRU55 w/ 3"xO.131" NAILS ® 6" O.G. I WALL STUDS w/ 3"x0.131' FASTEN SHEATHING TO EXTERIOR WALL 5HT'6. TO RUN NAILS ®Ib" O.G. SEE DETAIL 31 LEDGER w/ 2 Yz"x0.131" 2x6 LEDGER FASTENED CONTINUOUS FULL HEIGHT OF WALL FASTEN FLOOR NAILS ® 6" O.G. E O FOR ADDITIONAL TO GABLE END TRU55 FROM BOTTOM OF LADDER TRUSS FLOOR TRU55E5 SEE DETAIL IT OR w/ (2) 3"x0.131" NAILS 8 SHTG. TO FIRST CONNECTION INFO L 38 FOR. i't TO TOP OF DOUBLE TOP PLATE -PER PLAN " ADDITIONAL TRU55 w/ 3 x0.131 SHTG. FASTENING 2x4 FRAMING® 24' O.G. (I) #10 WOOD SCREW CONNECTION INFO g NAILS ®b o.c. MAX. FASTENED Ib O.G, 2Yz x0a31 ®3 O.G. INTO SOLE SHTG. FASTENING (MAX.) TE D TO PLATE LEDGER w/ (I) 51MPSON (EA. TRU55 VERTICAL) _s N4 LADDER TRU55. FASTEN LADDER FLOOR TRUSSES FLOOR TRUSSES T1 TRU55 TO EA. BLK6 PANEL w/ -PER PLAN 1 ( FASTEN BOTTOM 4 NAIL OF 5EE PLAN END TRU55 OR 2x4 NAILER (3)3Y4'x0a31" NAILS MIN. � TO LADDER TRU55 VERTICAL LAP 8 FASTEN I OR 2x RIBBON w/ 3 x0.131 TOGETHER w/ 2x4 LEDGER FASTENED TO " n " °.. 2 Y x0.131 ®3 O.G. INTO HANGER -. :: :, „ z NAILS ®Ib O.G. (4)3 x0.131 NAILS (TYP.) WALL STUDS w/(2) 3'x0a31 LADDER TRU55 • -BY rRU55 MANUF. �. NAILS $ {p #10 WOOD FASTEN .LADDER TRU55 TO GMU 2x4 (MIN.) 5PF #2 BLOCKING A5 SHOWN A7 � ° y BOND BEAM w/ 51MP50N HETAI6 45' o.c. FACE NAILED TO TPU55 TOP d 5GREW ® I6 O.G. i EMBEDDED STRAP ® 16" O.G. BOTTOM CHORD w/ (4) 3"xO.131" NAILS. STRAP MAYBE INSTALLED ON VERT WALL REINF. TO VERT WALL REINF. TO r 8 GMU BOND BEAM 8 GMU BOND BEAM. INSIDE OR OUTSIDE FAGS OF TRU55 EXTEND INTO BOND BEAM :: :EXTEND INTO BOND BEAM P\V I #5 GONT. #5 GONT. 8 GMU BOND BEAM _ (J W/ U Vy/ (I) 5GONT. VERT WALL REINF: TO 8" REINF: GMU WALL EXTEND INTO BOND BEAM -SEE PLAN FOR VERT. 85EEEPLAN FOR VERT: i; -5 REINF. GMU WALL HORZ. REINF. SPECS 8 EE PLAN REINF: SPE. ' -5EE PLAN FOR VERT. 4 HORZ, REINF. 5PE65 GTION SECTION .� SECTION 38 SECTION 65 5 �-} SCALE: 3/4"=1'-0" � 5GALE: 3/4'=Ib" 6 I 3CALE:.9/4"=I'-0" O SCALE:,3/4-I-0 4'-0" MIN. LAP MULTI -PLY STUDS (3-MIN) OR POST SEE PLAN el 3)Q /2 .148"NAILS ® 6" O.G. : VALLEY 8ET x0.148 O I x0.148 OVERPRAMING TRU55 ® Ib"o.c. ® 16"oc. uu 3Y2'xO.131" NAILS INIII ® b" O.G. DBL. TOP PL un� Ipin 2x4 LADDER BLOCKING ® I2"o.c. mlw TYPICAL 4 STUD CORNER VERTICALLY IN 15T STUD BAY I' FLOOR TRU55E5 14GI FO R DRYWALL CONNECTION. (5EE FLAW MAIN ROOF SHEATHING , PROVIDE (1) 51MP50N C5I6 STUDS FASTEN BLOCKING AT EACH END STRAP ON EACH 51DE OF EA (5EE PLAN) WITH (2) IOD TOENAILS 3Ya"x0.14W LINTERRUPTED PLATE13" MIN END I TRUSS MANUFACTURER TO NAILS , 8" O.G. i COORDINATE CHASE LOCATIONS LENGTH 3 ANY AND ALL HARDWARE FASTEN EACH OVERFRAMED TYPICAL Z 5TUD CORNER REQUIRED AT INTERRUPTED TRUSS TO TRU55 BELOW CHORDS WITH (I) 5IMP50N VTCR CLIP PLUMBING CHASE ® 24" O.C. MAIN ROOF TRU555 TYPICAL OVERT=RAMING TYPICAL TOP PLATE TYPICAL WOOD FRAMED A CONNECTION DETAIL �� LAMP 5F� ICE DETAtIL NALL CORNER DETAIL TYP. PLUMBING CHAISE ® TRU55 -- ----. SCALE: N.T.S\ZV SGALEJ N.T 5 SCALE: N T.S. SGALEt 3/4"=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THI5 HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQUIRED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. Cr c LU CO ~ a m S J a >. aF 2!;2 0 H W 0,0 y m L6 S LN O — oC m o_ IV IF M&K project number 068- 1 902.9 project mgr F� J M drawn by: [D H M issue date: 1 1 -1 8-1 9 date: initial: 'C13 C sheet: SD-2 I . . .. „ „ ', „ seal: ` - - = - - - - SHEAR WALL WITH E06E �\ 5 G. FR Jj T NAILING 8 BLOCKING' PER PLAN. \� �q , ��c�asF.,!b4,o. 'I (1) #5 1N k, *- I 5 MF"5o N G516 STRAP BOND BEAM CENTERED AT CORNER OF .01. c _7I x . 31 -?�` ATE OF OPENIN6 26 01 .. OPEN w/( )21' - =--- � , ,� w " - P � NAILS (28 MIN LENGTH) , i OPEN N6 „ I 2x4 HORIZONTAL FLAT BLOCKING. NOTES: j ��/ v"lo "ti - INSTALL 2BAYS IF FIRST STUD BOND -BEAMS - - - - " Z5 2W — — @ copyright% N& 14-(MIN.) 14 (MIN.) StructuraiElgi� 15 LE55 THAN 14" FROM E06E OF ALL LA IN MASONRY 25" 1. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF (1) #5 BAR IN PRECAST LINTEL HINDOW OPENING. WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (I) POW OF Wb`x4" TAPGONS b" v I FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Yz" MIN. FROM EDGE OF N z SIMP50N G516 STRAP RUNNIN6BAR ' BUCK. w (2 #5s VERTICAL IN GROUT FILLED CENTERED AT CORNER OF GELL. IN WALLS GREATER THAN 30' � rL PRECAST Q WIDE ONLY 1 #5 15 REQUIRED LU cv -1T I 2. BUCKS LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. > O OPENIN6 w/ (26) 2Yz"x 0.131 NAILS (28" MIN LENGTH) HEADER 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN z TH15 CASE. I 2x4 HORIZONTAL FLAT BLOCKING. } (I) #5 VERTICAL IN 6ROUTFILLED GELL CD z (IF REQD PER PLAN) w °a II lL II INSTALL 2 BAYS IF FIRST STUD 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X � a JJ - lj - - J 15 LE55 THAN 14 FROM EDGE OF BUCKED OPENING; USE (3) ROWS OF 3 x0.131 NAILS STAGGERED ®12 O.G. ® ENTIRE COLUMN TO E o ' WINDOW OPENIN6. EA. 5UGCE551VE BUCK. BE GROUT FILLED Z a 4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING - 0,rn a • REQUIRED AT ALL OPENIN65 GREATER THAN 36" IF HINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. FIN. F cc S HIDE 4 A7 ALL OPENIN65 LOCATED WITHIN P3 #5 BENT CORNER BAR i- SHEAR HALLS. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) m STRAPS TO BE INSTALLED ON EXTERIOR FACE OF 6ROUTED GELL ROWS OF 2Yz''xO.131" NAILS @ 16" O.G. FASTEN HINDOH/DOOR TO 2X PER a > A BUGK SPECIFIED - SHT6. &MAY BE MOVED Uz" FROM EDGE TO ALLOW WINDOW/DOOR MANUFACTURERS SPECS. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES r- FOR WINDOW NAILING BY WINDOW/DOOR J Z n o MANUFACTURER w Y m TYP. CORNER VERT. WALL H m TYPICAL EXT. WALL 4 INT. VERT. REINFORCING DETAIL W o N 5HEARWALL OPENINO ELEVATION ;REINFORCING DETAIL - - - WINDOW/DOOR BUCK DETAIL U xAL NTS SCALE: NTS SCALE: NT5 SCALE: NTS 2x&x12" P.T. CL OF OPENING- CENTER BUCK • s/8' DIA. ANCHOR 2X4 P.T. TOP BUCK • 2X8 P.T. BUCK EACH SIDE OF OPENIN6 PROVIDE (5) %" DIA. J-BOLT W/ 5 Yz" - • EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE I Yz"x%" THICK WASHER W/ EACH ANCHOR (IST BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER --_ . . 6ARA6E CURB (8" MAX) BOND -BEAM _GONTIN. PRECAST HEADER � I I 8" GMU FIER ENTIRE COLUMN TO BE 6ROU T FILLED GA5T-GRETE HINDOW 51LL, OR EOUIV. GA5T GRETE WINDOW SILL, OR EQUIV. TOLERANCES: ALL DIMENSIONS TO BE HELD WITHIN +/-Y4' OUTSIDE 2)2X4's M&K project number: L06E DI5TANGE p 1 ED6E 1 1/2" ED6E 2 1/2" ED6E PER DETAIL 068- 19029 project mgr. N M 3'x0.13t x3" LU Ca CM \ — OMMON 9 � `0,� N� f t QN: t t drawn by: P H M w N 2 1/2" 2 1/4" z N w 2" issue date: - 1' 8- 9 N v 3"xO.131"x3' N INSIDE 2X'5 3"xO.13I"x3" COMMON I PER DETAIL COMMON REVISIONS: 3"xIJJ31 x3 - _ � GOMMON - i z z date: t OPP. kDE..., v v I z v 3"xO.131"x3,, ? } a I COMMON N n N OPP, 51DE i p i 015TANGE I, I 3"xO.13I`x3' PER DETAIL y� COMMON (2)2X4'5 (2)2X6'5 OPP. SIDE (2)2X8s IN51DE PLY NAILS NAILED AT 8 O.G. 5TA66ERED. OUTSIDE OUTSIDE NAILS NAILED AT 8" O.G. (2)2X's (2 2X COLUMN (3) OR (4)21\ COLUMN ` DOUBLE WINDOW IS ARAGE DOOR BUCK DETAIL MA50NRY PIER DETAIrn1 wlNvowslr+. M 2GXXBUIILT-UP STUD COLUMN DETAILS VALE: NTS`� SCALE: N75 i I SEE DETAIL 31 ON STRUCTURAL PLANS FOR DBL. TOP PLT. BEYOND NAILIN6'PATTERN PER ADDITIONAL CONNECTION NAILING SCHEDULE INFO NOT 5HOWN HERE FLOOR 5Y5 M BEYOND PROVIDE 50LID SEE DETAIL' 58 ON SEE DETAIL I ON BLOGKIN6 AS REQ'D STRUCTURAL PLANS FOR STRUCTURAL PLANS FOR FOR STRAP FASTENING ADDITIONAL CONNECTION,` ADDITIONAL CONNECTION INFO NOT SHOWN HERE INFO NOT SHOWN HERE i FASTEN EA. ROOF TRUSS TO GMU w/ FASTEN EVERY OTHER OSB BLOCKING.® 48 " 51MP50N MSTMI6 TN15T STRAP. TRU55 w HEB I TRUSSES . / BLOCK N6MFA FLOOR TRU O.G. FASTENED TO 2x ( FLOOR TRUSSES P T FASTEN STRAP TO GMU w/ (4) Ya" DIA. x 2'' A5 REQ'D) TO 2x BLOGKIN6-PER PLAN BLOGKIN6 w/ (1) X -PER PLAN T" i Y4" LON6 TITEN 5GREW5 w/ (1) 51MP50N A55 CLIP 51MP50N IA35 CLIP W PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF� • Y OTNER TRU55 TO GMU ' EACH TRUSS. w/ 51MP50N MTSMI6 TW15T STRAP.- Nt� FASTEN BLOCKING TO GMU w/ 51MP50N I MTSMI6 TWI5T STRAP. FASTEN STRAP GMU HALL BEYOND FASTEN STRAP TO GMU wl (4))4' DIA: „ BLOGKIN6 FIT TO GMU wl (4)Ya DIA. x 2.Y4' LONG ROOFITRU55E5 •TEVERY OTHER BAY T TO x 2Ya LONG TITEN SCREWS TITEN 5GREW5- NOTE. j i, ..FASTENED 70 GMU w 3 A 2x6 FLAT BLOCKING BETWEEN TRUSSES '.MIN �(e WINDSTORM OR EQUIVALENT WALL SHEATHING TO BE USED , l OYa DIA. x 3Yz LONG ( iL\-2xb FLAT BLOCKING To EA. SIDE OF AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D: EXCEPT A5 7APGON5.FASTEN BLOGKIN6 TO ROOF Ib MIN. LENGTH FASTENED DONN TO 05B B 0 a L GKIN6 (Ib MIN. LENGTH) NOTED ON PLANS TWO STORY FRAME APPLICATIONS. � TRUSSES w/ 2 3Y x0.131 NAILS ®EA. END. �� O 4 GMU w/ (3) y4 DIA. x 3 Yz LONG FASTENED DOWN TO GMU w/ (3) y4 DIA, x T P NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN A CONS® EA BAY. FASTEN RIBBONL, 3 ONGTA L f Yz L PGONS. FASTEN LADDER THRU WALL 5HT6., TO 2x BLOGKIN6 w/ TRUSS, TO 2x BLOGKIN6 w/ 3"xO.131" %4"x0.131" NAILS ® 3" o.c. TOENAILS ® 3" o.c. U N SHEATHING ELEV. DETAIL RETROFIT DE AIL • RETROFIT DETAIL RETROFIT_ DETAIL SCALE: NT5 - ____ P SCALE: FI Q SCALE: 9/4"=I'-0" SCALE: 9/4'=I'-0" r n If v ! I LETTERED DETAILS ARE TYPICAL FOR NUMBEIRED DETAILS ARE PLAN sheet: T HIS HOME SHALL BE IMPLEMENTED IN SPECIEI G AND ARE ONLY REQUIRED' ALL APPLICABLE AREAS. THESE WHERE SPEGIEIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("CUT")_ON THE PLANS. FILi (J) cz,N C initial: _0 0 [J. 0 U W U J f U) Ld z 0 L O LLJ i seal: -Zifi's Ap PERMANENT ROOF TRU55 BRAGIN6 NOTES: \ , ♦ J *; No USSES SPACED NO MORE THAN 24 « " f51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF Th O.G J 14 •0 TE OFW ZZ �. SAF TY .. BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENTE I i I. WOOD TRUSSES SHALL BE: I ,: .. � O •.. � F P i C ►O AGING OF `. .. R HAND IN6 INSTALLING RESTRAINING 4 BR INFORMATION (BCSU 6UIDET000OD PRACTICE FOR L S/ _E METAL PLATE CONNECTED WOOD TRUSSES, (2008 Ali \ - 2. TOP CHORD BRACING. n 2 5 a0a9 co rig ht. MULHERN &Kl1CP• D T-APPLIED PLYWOOD/05B SHEATHING. © PY TOP CHORDS SHALL BE BRACED BY IREG � Structural Engineering, IF 5HEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF OR TO PURLINS FASTENED TOP Inc CHORD, CONTACT MW FOR BRAGIN6 DE516N. L;qr♦,',� - ^� A CD 3. BOTTOM CHORD BRACING.; .0. Z a. THE BOTTOM CHORD5 5HALL BE BRACED BY DIRECT -APPLIED G W.B. CEILING p * J 4 WEB MEMBER BRAGING:Z CD THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE w LATERAL BRAGIN6/RE5TRAINT. rn a'T OR 'L BRAGE - s WHERE BRACING IS REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'T OR 'L' BRAGE5 (REFERENGE z w BG51-B3 FIGURES 133-15 4 133 14). SHOP APPLIED REINFORCEMENT PER BG5I-133 FIGURE5 B3-22 4 BG 23 IS Q ACCEPTABLE. • T 4 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. m • 'L' 4 T' REINFORRIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE NEBNERT16AL MEMBER. ~ ¢ y N AILS 0:131x3 12 AT b O.G. • ' ' OR 'T' REINFORCING TO WEBNERTIGAL W/ Ibd 6U N ( / ) � ' FA5 N L vo TE m c c I ._ UOUS LATERAL CIN6 ' b. GONTIN L BRA ALTERNATE: F-- v m U5 ROW5 OF A — D ROOF TRUSSES ALIGN CONTINUO LATERAL •— s WHE N THREE 3 O R MORE SIMILARLY CONFIGURE w o -- BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED L OR T BRACES. •. CONTINUOUS. ROWS OF LATERAL BRACING 5HALL CONSIST OF MI NIMUM E 2x4. ROW5 5HALL BE LAP 5PLIGED d ' ` - I =a >. ONE TRU55 BEYOND iN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55 0I N WEB w/ ( 2 ) 16d GUN NAIL5 (0.131x3 1/2"). �J z _ ~ o m DIA60NA BRACING MIN. 2 THICK NOMINAL y , • CONTINUOUS LATERAL BRACING 5HALL BE RESTRAINED 8Y L ( i L++ Y LUMBER 4 MINIMUM 5PF'5TUD' GRADE MATERIAL). THI5 BRACING 15 TO BE GONTINUOUS. PROVIDE ONE ' F TRU55 S CLOSEST T EACH END VERTICAL V�EB MEMBER5 0 E ROW OF DIAGONAL BRACING AT VE LLO WALL 4 ADDITIONAL DIA60NAL5 AT20-0" A5 REQUIRED. S uyj C M CL 14 i DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) EA _ DIRECT APPLIED PLYNOOD/0513 ROOF SHEATHING COMPRE5510N HEB (5LOPIN6 OR VERTICAL) M&K roectnumber. I P J p (''� CONTINUOU6 LATERAL BRAGE O 6 8' I r O 9 ALTERNATE ® (3) OR MORE ADJACENT 51MILAR TRU55E5 (SEE project m r INDIV. TRU55 5HOP DRANIN65 p I 9 N J M x ♦ FOR LOCATIONS) I drawn by: P H M 2x 5TRONGBAGK MAY BE ISSUe ddte; INSTALLED FOR GON5TRUGTABILITY 1 1- 1 8- 1 9 TO KEEP EVEN 5PAGIN6-AT BOTTOM CHORD MOT REQ'D FOR i.- REVISIONS: 5TRUCTURE) GONTIN. LATERAL BRAGIN6 ddte: 11 initial: TO LAP A6RO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 5HOWN I 6I^�C€ILIN6. 5EGTION B-B ALTB i rt xov we:E(3)M MORE SIHLo naE&Raufin WEB MEMBER REQUIRING B.. BRAGINO AS INDICATED BY NST rRON, TRU55 MANUFACTURER I�5 2x 5TRON6BAGK 5?LLE -,,ARKS MAY BE �' -- - FOR GONSTRUGTABILIIY (NOT REQ'D FOR TO KFEP EVEN SPACING AT ~ STRUCTURE) 5071 V'M CHORD (NOT REQ'D FOR • ~ �"' 61RUGTURE) CZ DIRECT -APPLIED _ PLYWD/05B+ DIREGT-APPLIED 'L' OR 'T' BRACING 6W8 GEILIN6 - HEB5 DE-51ONATEP BY TRU55 MANUF. TYPIGAL M55 ELEVATION PERMANENT TRU55 BRACING PETAILB 4 NOTE5 W O 1" l SCALE: NONE DIRECT APPLIED CEILING � L 0 t ii—T 0 I —I Ld i T TJI U J w D I J I—; Q W 0 W 'O w F 0< W _ LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN sheet: THI5 HOME a SHALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE _ WHERE SPEGIEIGALLY INDICATED PJ 13 S B DETAILS ARE NOT "GUT" ON THE PLANS. - ("GUT") ( UT) ON THE PLANS a