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HomeMy WebLinkAboutBuilding PlansAwEmi'BREVIATIONS 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. MASONRYOPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. B.P. BOTTOM OF BPASS DOOR OBS OBSCURED BRG. BEARING O.C. 'ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIA. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR QUAD QUADRUPLE DW DISH WASHER DWG DRAWING REF REFRIGERATOR D.S. DOWNSPOUT REINF REINFORCED DTL DETAIL REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL FI FIND RISER ROUND ELEV ELEVATION EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FIG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ HORIZONTAL W/ WITH INSUL. INSULATION we WATER CLOSET INT. INTERIOR WD WDW WOOD WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB V,l 1 49 T) I a n TIM Com an1eS 90 Matawan Road Matawan, NJ 07747 (732) 333-2200 PLACE 7-T. PIERC"E, FL 34951 �riIl�.�l TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION 2L TERMITICIDE/INSECTICIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." mmmi RELEASE HISTORY 4/17/20 RELOCATE BEDROOM 4 DOOR, ADD SHEET WP-1, RELOCATE CMU OPENING WATERPROOFING TO WP-I, RELOCATED OWNERS SUITE SWITCH, RELOCATE SWP TO LAUNDRY ROOM, REMOVE BLOCKING NOTES FROM KITCHEN AND EXT. FOYER LIGHTS, ADD OUTLETS TO KITCHEN ISLAND, RELOCATE FOYER CM DETECTOR, ADD OUTLET TO BEDROOM 3 AND RE -SPACE OTHERS, UPDATE ELECTRICAL RISER DIAGRAM PER ELECTRICIAN, REMOVE IX SUB FASCIA FROM WALL SECTIONS, REVISE ATTIC VENT NOTE ELEVATION "B" 1ST FLR/TOTALA/C 1,616 SF TOTAL VOLUME 14,005 CU. FT. ENTRY 35 SF GARAGE 380 SF LANAI 87 SF TOTAL UR 2,118 SF THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY:R3 BUILDING TYPE: VB SPRINKLED: NO FLOOD ZONE: 'X' TERMITE PROBABILITY: VERY HEAVY CS.1 CS.2 A-1.1 A-2.1 A-2.2 A-3.1 A-5.1 G INDEX COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAI WAI I _SFGTIONS m P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS o s8Y REVIEWED FO CODE COMPLIA CE ST. LUCIE COUNTY BOCC FILE COPS' a � �- 0 z w z a 0 J a W < m m J O " Y = oLO O00 C'S00 mt ¢ VO¢a LLJ UJ =zza a CCQUo (7 rr^^ V� a) Q � C uj O Z z z Q O LLJ Cc 0 CU r z z U W m w a w m r �y 3 w o ccV! ��//�� Z O z Illfff.....N uj a W U) 3 _J O� � U M W z d w w_ z 0 z fr 0 U) 7 U) w m COMMUNITY: WRIERSTONE d PLAN # 6075 RELEASED: 3/11/20 SHEET O z ¢ GQ V 'I ¢ z O Y GENERAL CONSTRUCTION NOTES: EGRESS: TREADS AND RISERS: DRAFTSTOPPING: CHIMNEY HEIGHT REQUIREMENTS: MINIMUM SIZE. THE MAXIMUM RISER HEIGHT SHALL BE 7.75 AND THE MINIMUM IN COMEUSTABLE 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 EXTENDS'-0" PAST THE HIGHER POINT WHERE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. EXCEPTION: RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE TUB AND SHOWER AREAS: 1. ALL GRADE FLOOR'OPENINGS SHALL HAVE A MINIMUM NET WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO CLEAR OPENING OF 5 SQ FT. MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C 1288, NOT BE LESS THAN 3/4 BUT NOT MORE THAN 1 1/4 . ANOSING ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING C 1325, OR Cl 178 AND INSTALLED IN ACCORDANCE WITH MAXIMUM HEIGHT FROM FLOOR: SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS I P. SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE MANUFACTURER RECOMMENDATIONS SHALL BE USED AS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE FOLLOWING CIRCU STANCES: BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL BOTTOM OF THE CLEAROPENING NOT GREATER THAN 44 INCHES HANDRAILS: 1. CEILING IS SUPENDED. PANELS IN SHOWER AREAS. MEASURED FROM THE FLOOR. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH MECHANICAL AND HVAC: CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB 1. ENERGY CALCULATIONS FOR HEATING AND COOLING 2. OPERATIONAL CONSTRAINTS - PERFORATED MEMBERS. CAPACITIES SHALL BE FURNISHED BY THE GENERAL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE HANDRAIL HEIGHT: CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE OPERATIONAL FROM HE INSIDE OF THE ROOM WITHOUT THE USE HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR 1. MATERIALS: TIME OF APPLICATION FOR PERMIT. OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMII;AR DEVICES - FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS DRAFTSTOPPING MATERIALS. SHALL NOT BE LESS THAN 1/2" ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND THAN 34" AND NOT MORE THAN 38". GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER 2• MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING APPROVED MATERIALS ADEQUATELY SUPPORTED. INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL HANDRAIL GRASPABILITY: DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, 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 OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN THE BUILDING OFFICIAL. APPLIANCE BEING INSPECTED, SERVICED; REPAIRED, OR REQUIRED FOR NORML OPERATION OF THE ESCAPE AND RESCUE 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE SEPARATION FROM GARAGE: REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 OPENING. HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER PER SECTION R302.5; R302:6, OPENING PROTECTION mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE: DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A !.OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM 3. FALL PROTECTION: MAXIMUM CROSS-SECTIONDIMENSION OF 2.25 . EDGES SHALL USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE HAVE A MINIMUM RADIUS OF 0.01 ". OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE EQUIPPED WITH SOLID OR HONYCOME CORE STEEL AND NOT LESS BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST HANDRAIL CONTINUITY: THAN i 3/8", 20 MINUTE RATED, WITH SELF CLOSER. OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND THE GARAGE'. HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER ITS ATTIC AREA BY NOT LESS THAN 112" 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 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 MANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO CEILING CONSTRUCTION: 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW LANDING: ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm GYPSUM ) PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL GUARDS THAT COMPLY WITH ASTM F 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 HAZARDOUS LOCATIONS: OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN 1. GLAZING IN DOORS: GLAZING 1N ALL FIXED AND OPERABLE PANELS 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE:HN ANDRAIL SHALL NOT BE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE X ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A M1411.3. HAZARDOUS LOCATION. THAT THE FOLLOWING CONDITIONS ARE MET:: FLOOR -CEILING ASSEMBLY; THE STRUCTURE SUPPORTING THE EXHAUST FANS AND VENTING: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY EXCEPTIONS: HANDRAIL WITHIN 1 V? OF THE BOTTOM OF THE HANDRAIL INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE I. DECORATIVE GLAZING AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL EXTERIOR FINISHES: OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 2. WHEN THERE 1S AN INTERVENING WALL OR OTHER HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL PERMANENT BARRIER BETWEEN THE DOOR AND THE CLEARANCE DIMENSION OF P/z `CAN BE REDUCED BY 1/8". TEXTURED PER COMMUNITY STANDARDS: NOT RECIRCULATED WITHIN A RESIDENCE R 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' LL DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE I C 3. GLAZING INUL�LS ON THE LATCH SIDE AND 3.3. THEY OBSTRUCT NOT IN EXCESS 20 PERCENT OF THE THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS TO THE PLANE OF THE DOOR IN A CLOSED O 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: OUCH THE DOOR IS TO A CLOSET OR 4. WHERE ACCESSrFEET HANDRAIL CLEARANCE: COMMUNITY STORAGE AREA OR LESS IN DEPTH. GLAZING IN THIS CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER FLASHING: 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER APPLICATIONS COMPLY WITH SECTION R308.4.3. SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF EXHAUST DUCT SHALL NOT EXCEED 25 FEET. THE DRYER LOCATION 5 THAT IS ADJACENT TO THE FIXED PANEL OF PATIO OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS; TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF GLARING OF ANY SHARP OR ABRASIVE ELEMENTS. AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45' DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE 2. GLAZING IN WINDOWS: GUARDS: ROOF OPENINGS. (1.6 RAG) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT MEETS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THATSHINGLE-FASHION SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT ENTRY OF WATER DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION -WHERE A ALL OF THE FOLLOWING CONDITIONS: PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE CLOTHES. DRYER BOOSTER FAN IS INSTALLED AND LISTED AND 1. EXPOSER AREA OF AN INDIVIDUAL PANE GREATER THAN 9 LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE SQUARE FEET, 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. - OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY MM) HORIZONTALLY OF THE GLAZING. OPENING LIMITATIONS: SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A; REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE PERMANENT IDENTIFYING LABELSHALL BE PLACED ADJACENT TO ' 3. GLAZING AND WET' SURFACES: WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING ALLOW THE PASSAGE OF A 4" SPHERE. WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE WITH A REMOTELY LOCATED BOOSTER FAN." 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 SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE • THEFENESTRATION MANUFACTURER'S INSTALLATION AND AMCA STANDARD 550 IN FBC EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED G WALKINSURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR GRADE BELOW. FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ATTENTION GENERAL CONTRACTOR/ BUILDER: ISSUANCE OF HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A ADDRESSED IN THE FENESTRATION MANUFACTUREROS PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL FROM THE FIRE PROTECTION: INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, EDGE OF A SHOWER, SAUNA, OR STEAM ROOM, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL MANUFACTURER[! S INSTRUCTIONS. WHERE FLASHING AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING`. AND HORIZONTAL CONCEALED DRAFT OPENINGS. INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY ASPHALT SHINGLES (IF APPLICABLE) i DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF ANY CONSTRUCTION CORRECTION/REVISIONS. ANY REVISIONS OR HORIZONTALLY OF THE. BOTTOM TREAD SHALL BE CONSIDERED A SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE "CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT HAZARDOUS LOCATION. SECTION R905.2.6 AND R905.2.6.1. BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION R309.1 FLOOR SURFACE: R506.2.3 VAPOR RETARDER AT THE HEAD AND SIDES. SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH . IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD MATERIAL: 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 INSPECTIONNOTES: THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER COURSE OR THE PREPARED SUBGRADE WHERE NO BASE IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMAIWDMA A FOUNDATION SURVEY SHAALLLLBE PERFORMED AND A COPY OF VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS Q COURSE EXISTS. 250, OR FMA/AAMAM/DMA 300 WINDOW INSTALLATION: WINDOW THE SURVEY. SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S TO A DRAIN OR TOW THE MAIN VEHICLE ENTRY DOORWAY. EXCEPTIONS 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A l . GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED WITH THE MANUFACTURERS WRITTEN INSTALLATION STRING STRETCHED FROM MARKER TO MARKER TO VERIFY ACCESSORY STRUCTURES: INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE REQUIRED SETBACKS. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FRAMING INSPECTION NOTES: LESS THAN 70 SQUARE FEET (6.5 M) AND CARPORTS: FLOOD ZONE REQUIREMENTS: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS 3: DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT .PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE MUST BE COMPLETE INSPECTED AND APPROVED BEFORE LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. FLOOR ELEVATION. REQUESTING THE FRAMING INSPECTION (FBC 110.6) 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. 0 z w c LLJ G LL 4 F Owe' 00 o Ir U C z , pLu w0# = z U) Q Ir U Q cl'Zrn U) 2 cz C v ~q w V gZ z z 0 U Q w cc 3/1 SHEET m ■ S 2 0 Y FILE COPY 10'-0„ 1' 4" 8'-8" 2 A5.1 35'-0" 25'-0" 6-1" 12'-0" 6-11" *35 SH 35 SH 54"X63" FGRFSS FLAT SOFFIT @ 7'-4"-_-__ ------ - -- a — uj F LANAI 't cn OWNER'S CONCRETE DINING SUITE EO O 8,_8° CLG. w AREA �,N'I 8' 8" CLG. oo r1 0Ii MOISTURE 8B ZCG. r i� _ Q); RESISTANT gi DRYWALL CLG.co wl 5'-9" 4'-3" 1 11'-2" 12'-6" - 35 SH co d' nI. r r DROPPEDA18" SOFFIT @ 8'-0" 6'-72" ci G1, 15'-3" T 6" , , -- R&S b� b c\1 IDS uj I R' = WIC -. �. -I U 8'-8-CLG. I 'ICV 1-4 Z • 1 � � � KITCHEN � I OS r GREAT I �, J BATH G. s'-a°c c? N ROOM 8'-8"CLG. O 3' 72" 3' 6" 1 - VAN Z5tlVVK r I 'cnN q' 6" r 9 14' 1" I -- --- REF. WATER I R&S EXT. 1= LINE RAKDO 36" REF 'R I I i 2X6 WALL ,= ----_ IN _R&S__8_42"_ 2' 102' 4' 42" _ 7_' 10 i 10'-2" w T CL - =ia BEDROOM 2 w cc N _ T 8'-8" CLG. _ co LAUNDRY _ = 'E 3' 11" N W = ,� WASHER u �, D W N ,X Lcc ao 8' 8" CLG. N M ?8 � � 10„ - v1� N " w 00 In N DRYER VENT y_N BEDROO 4 EXT' `D 2X6 8'-8" CLG. FOYER 2�' WALL o XFER 8' 8 CLG. " D r CO GRILL 7, 4" - - - - — 1 V-82" 5'-52" 4'-32" 5' 102" - - — - — ADD 7/16" OSBI AN HOV v 3' ^r 2 HALL 2" U) TO MECH. CL 2 M 8`8"�CC. XFER -- N -- CL CEILING FOR GRILL R&S FIRE DRAFT AHU ON r 286A SC W/ STOP STAND METAL SELF CLOSER AND N WH - lIIs rlcV ? RAG METALTHRESHOLD COMM, M LOCATION WEATHER STRIPPING SPECS -J 5'-4" 5,-52, 1/2" WALL 17 6" 5 BOARD ON RD r = BRBBK GARAGE SIDE r-----------I 22 X 54" PEERBOL�COMM. r ffQ W ti� i PROVIDE I 1 ATTIC ACCESS SPECS. M r ^� �, - INSULATION I _ _ 1, 1 82 8'-92'f AS REQ'D----------J in LINE OF 2" ;- ya %FOYER N CONC. CURB HALL c� M ® 0 BAT �6 N METAL-CL g 8'-8" CLG. THRESHOLD 2 CAR GARAGE N to WEATHER STRIPPING 8'-8" CLG. ---------------------- -------- - R&S CL ��\ i \ i LOCATION MONISM XFER QP I `� l' I VARIES PER 3' 5" GRILL MOISTURE i `�� % i MAIN WATER ESISTAN SERVICE 6� o DRYWALL i �' `� m CONNECTION 7'-1" 3'-7" 00 CEILING ENTRY w 8'-8" CLG. rn co _ FLAT SOFFIT 16070 GARAGE DOOR o ATT-4" BEDROOM 3 8'-8" CLG. 1 10'-8" , L Q� *25 SH 6'-O" 37' 63" 6'-0" 2' 3" 2, 1„ , 4„ 16' 0„ 4" EGRESS 12'4" 4,4" 18'-81' 35'-0" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" LEGEND SYMBOLS n BUILDINGANALL SECTION MARKER SHT OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE 7P ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL W/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL. KITCHEN ISLAND 3/8"THICKX21/2"WIDE SOLID SURFACE ANGLE BRACKETS FOR OVERHANGS GREATER COUNTERTOP THAN10"@32"O.C. 6" MIN @ 14 OH TOP PLATE 14"MIN@1 OH 2x6STUDWALL r-2"MAX. SEE PLANS FOR WALL LAYOUT 12" GYP. BD. t,BASE CABINET AS PER SHOP DWG.j (V WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR jU TYPICAL DOOR PLACEMENT DIAGRAMS E.Q. L E.Q. , 0 DOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. O DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. n � n n -�I a2t�l�II 0 Z w a Z d ¢ J ¢ LU g GO - U. Y= �~ U co C3 rn CC U ¢ z ® ¢ w W 44 co _ z ¢ a D-Q Uo CZ7 < J O n Z! (�'�„'(I, cri V Q~O Z W C Tn Z O z z a z 0 W ® 0 Ir EL W x U O W CO ® ® O MM Im z w ¢ �I iri* 1.6.1 z z O vl Ue yy z ® ill W w Zz 0 o ® w U) a 2 a = Z o O 0 4 z ��aQ�Qa(5 EL O U F co w Lu w w cc J COMMUNITY:cn Lu WA ERSTONE CL PLAN # 6075 w w RELEASED: 3/11/20 SHEET O Z ¢ LAB I A Z L 1 >o FILE COPY WINDOW HEAD RAISED STUCCO BAND — 18" DECORATIVE +1 BOARD & BATTEN FOAM SHUTTER I1' nn G 18" DECORATIVE 7T7- - BOARD & BATTEN FOAM SHUTTER I +1NI RAISED STUCCO BAND WINDOW SILL WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1"-O vi n F' 6" WIDE STUCCO BAND (+1) 6" ALUMINUM WRAPPED FASCIA W/ VINYL 4" WIDE \� VENTED SOFFIT, TYP. STUCCO BAND 12 ROOF SHINGLES PER 6" WIDE 5��/ \5 COMMUNITY SPECS. STUCCO BAND0 (+1) 6" WIDE STUCCO BAND (+1) 6" ALUMINUM WRAPPED 12 FASCIA W/ VINYL 5 5:12 6" WIDE 6" ALUMINUM WRAPPED VENTED SOFFIT, TYP. 0 STUCCO BAND FASCIA W! VINYL M T.O. MASONRY \ (+1) VENTED SOFFIT, TYP. __._ -0" co T.O. WINDOW - - — 1 rL 18" DECORATIVE BOARD &BATTEN E:1 i o FOAM SHUTTER - n� n STUCCO BAND II V (\ PAINT AND FINISH SCHEDULE l KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE ' SKIP TROWEL FINISH •" 1r 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 AS REQUIRED BY ASTM 01063 (CURRENT EDITION) Vl z O L� 1 ' 0 > 'ri• hrl o W W 0 i­_ ® 7 Z z M® W LL gi4�e0 W SHEET O 2 z ¢ A2. `I z z 0 FILE COPY 1�( FIN. FLR. SCALE: 1/4 -1'-0" ROOF SHINGLES PER COMMUNITY SPECS, ROOF SHINGLES PER COMMUNITY SPECS. PAINT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE /, ,T q SKIP TROWEL FINISH rY"'-3: 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) (FILE VUr t ATTIC VENTILATION - AT FIRST FLOOR SQ. FT. ATTIC NET FREE AREA NET FREE AREA AREA UPPER ROOF VENTING SOFFIT VENTING 2117 414 SQ.IN. 602 SQ.IN. TOTAL VENTING REQUIRED 1016 SQ.IN VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) - 3 VENTS NOTE: LOCATE RIDGE VENTS 2'4' OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS, WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" z Q J~ W Q CO J O " Y = O N O aD ro 0 A ¢ [C Lu = Z w a CUC¢cWi2 ti Q co c' co �91A U i .1 al POOR .P o co :4, Y _ 4 I A e0ppe LLtl cl wl m- Lu U) Lu F_ LLI 7 w W Lu Lu i VVlyglAIVI■AA I. vi WA ERSTONE W Lu a PLAN # 6075 w RELEASED: 3/11/20 u SHEET O x Z Q A3. 1 z O x Y FILE We L R-4.1 INSULATION CORNER BEAD (FASTENER & SPACING @ 7" O.C.) CMU 5/8" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY BLOCK WALL FIT 2 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) I 1 5 2 PRE-ENGINEERED ROOF TRUSSES + f SEE FRAMING SHEET FOR DETL'S i- R-30 INSULATION 12 \J 5 T n RA ,L BEDROOM 4 DINING HALL BEDROOM 2 —___:____—T.O.WDW__ I•(BEYOND)1, R-4.1 INSULATION- co 0 � � r FIN... FLR. II III-11 II II _ -11; III I(-11T l -111 -I;I IJII III-I1��II-i �'I'-' " ' -"I "I IiI CIE=tII III,.1IlTJI I I, IIIT �ITIII , _il1=iI1=III ITr-ICI III III -I- CONCRETE FOOTING III III II=III III III=1 =1I iI=III III -".a. III IIIS IIi �I--ITI _11l III,�,III III IIf=,Tli-III III �lll - - - - -.,_ III III IIIIIII� III, SEE STRUCTURAL PLANS -T k 2 A5.1 BUILDING SECTION SCALE: 1/4"=1'-0" 1 A5.1 CBUILDING SECTION SCALE: 1/4"=1' 0" T.O. M. ------T_O_WDW FIN. FLR. I iY oo n n n 0 di z � z o a Y ¢ J ~ W a Co J O " Y =� o F- O' 0 5rn¢ U O ¢ a w Ci�wa ¢ cr_ Q U c 0 Q 121 J W U) 5t (z O c^+ v v �a a LL V I z >_ z z a ® O z w 0 LIsmm U � 1 r cc w w m U En ° 0 o j� z w U) m v ¢ z z z Ln Q ~+ A 3 � z �..r z g O M w w z Z 0 z z w ¢ � 0 u 0 SHEET AS, 'I 12 SEE ROOF PLAN INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS.� 1/2" (MIN.) CLG. BD. lx PT DRAPE BLKG —� ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASEBOARD ELEV. 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. OIL TOP OF C.M.U. (REFER TO ELEV.) UP -2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE J, 0'-0" FIN. FL. �—FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL as WINDOW SCALE: 1/2" = l'-0", ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS m PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ �' GYPSUM BOARD ELECTRIC METER LOCATION - SEE �� PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. Ad GRADE BOARD -, 3 1/2" GARAGE PANEL CURB REFER TO PLANS N GYPSUM BOARD P GYPSU BOARD NICHE FO ELECTRIC PANEL & WIRING ELECTRIC PANEL EXTERIOR CMU BLO WALL CONCRET CURB REF TO PLANS _—CONCRETE SLAB ON GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BL SCALE: 1/2" - V-0" - - - - 12 SEE ROOF PLAN 1/2" (MIN.) J CLG. BD. j" TYPE'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED ROOFING UNDERLAYMENT PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. WALUM DRIP EDGE. -- SOFFIT PER SPECS SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) SEE INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS TYP. PENT R SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN (2) LAYERS OF WATER RESISTANT BARRIER BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL ,dk TOP OF C.M.U. Y(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD, WALUM DRIP EDGE SOFFIT AS PER SPECS. MASONRY LINTEL, SEE STRUCTURALS Y DETAIL SCALE: 1/2" = V-0" 1-STORY - MASONRY WALL ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED 12 ROOFING UNDERLAYMENT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS 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.) 0 SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. WALUM DRIP EDGE. SOFFIT PER SPECS � 8" CMU BLOCK W/ CEMENTITIOUS FINISH DRIVEWAY PER COMMUNITY SLOPE GRADE AWAY GARAGE SLAB, SPECS FROM HOUSE'. SEE STRUCTURAL 4 PLANS } 0'-0" h pl_0" SLOPE SLOPE w FIN. FL. S V FIN Fl_ FOUNDATION FOUNDATION PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS WALL SECTION CaP -GARAGE DOOR TYP. CMU COLUMN @a LANAUPORCH SCALE: 1/2" = 1-0" SCALE: 1/2' = l'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION 0 -a z z w �- z o Y a Q r LU ¢ m J O Y = o F" O ao 0 IL rn C.>O¢z a w S z w CCQU� C7 0 J n B MM •yv1� c cz r, ~ w z O G cc F_ M O 3 VI m O Er 2 0 O LL z z 0 L) 0 i�i ¢ W a w 2 1 w m O 0 O z w 2 m z z j o z z L i� g A� (L W F- .j x 0 z 0 RELEASED: 3/11/20 SHEET A5•2 FILE C%' z Ln — - -- --- --- - -- SCALE: N.T.S. a" THICK, 3 COAT WOOD SHEATHING CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH 60 MIN, GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR BARRICADE PLUS WRB (OR APPROVED EQUAL) APPROVED EQUAL) WRAP LAYERS OF BUILDING $" THICK, 3 COAT CEMENT PLASTER WRAP OVER NAILING FLANGE, STOP z WRB APPROX. 1-1/2" ABOVE SHINGLES METAL LATH ROOF/WALL SCREED o_ >- � 5X5 WALL FLASHING LAP WRB & TAPE OVER ROOF/WALL g N KICK -OUT FLASHING (SEE DTL. BELOW) SCREED Lu FELT UNDERLAYMENT 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL Lo WITH ROOF CEMENT SHINGLE ROOFING ROOF CEMENT 3r� SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY FOLD FOLD INWARD @ PT. A STEP 3 IN FOLD @ ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 0-rcm n 45° FOLD INWARD @ PT. A CREASE @ PT. B nT M A WATERTIGHT SEAL. FOLD, DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL z Y w a m � � J O Y x o� 0gct UC7¢z a =zza Q v c Q 0 � rn v a z Lu z 0 $Q Lu cc 3 F_ O x 0 0 0 In 0 Z w C3 w wLu w Lu C aQ O x Z a a w a x Z W O o O q 0 z � O a a aaaaa wz COMMUNITY: J WATERSTONE ui a PLAN # 6075 w RELEASED: 3/11/20 w SHEET O x z a wpp" `I a z 0 Y EDEN LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3WA616 S.F. 4848 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 37198 AHU #1 HEAT 10000 KWx.65 6500 FIRST 10KW 10000 BALANCE @ 40% 10879 AC LOAD 6500 TOTAL LOAD 27379 KVA/240V 114 AMPS 1-7 LOAD CALCULATIONS SCALE: N.T.S. WIRE POLE TRIP DESCRIPTION CKT CKT DESCRIPTION TRIP POLE WIRE #10 2P 30A AIR COMPRESSOR 1 2 RANGE 50A 2P #6 3 4 #6 2P 60A AIR HANDLER 5 6 WATER HEATER 25A 2P #10 7 8 #12 1P 20A DISHWASHER(AF/GFI) 9 10 DRYER 30A 2P #10 #12 1 P 20A DISPOSAL (AF/GFI) 11 12 #12 1P 20A WASHER(AF/GFI) 13 14 MICROWAVE (AF) 20A 1P #12 #12 1P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A iP #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. n ✓ V V \/ r 150 A METER COMBO 120/240V 1ph. N3R 22KAIC 150 A MLO PANEL 42 CIRCUITS N1 e%x FI 2" PVC STUB DOWN FOR FLORIDA POWER & 3#3/0 AL, 1#6G 1 Y2" C LIGHT OD ELECT. RISER DIAGRAM SCALE: N.T.S. WP/ G� A/C DISCONNECT 3-BULB FIXTURE --------------------- LANAI OWNER'S SCAT 5 vP DINING SUITE AREA Tv ADD BLOCKING AS REQUIRED � ADD i BLOCKING ADD c� AS REQUIRED Qi BLOCKING =- w AS REQUIRED i CM 3-BULB 1 FIXTURE 0 C�- - � � OS ADD WIC BLOCKING AS REQUIRED 2CIS GREAT, iCHG�I ATH - ROOM GFk a t" - - - CHG 'qP KITCHEN--- r it i I o CAT 5 q P ti TV -_-- - - I 36" REF W L r----- WHGr SWITCH FOR '0 DISPOSAL CL P BEDROOM 2 - LAUNDRY D o nav r-rk ADD I �I BLOCKING FI 220V AS BEDROOM 4 REQUIRED ADD BLOCKING STRUC URED AS REQUIRED WIRE ANEL C HOV 3 D �, (SWP) HALL DISCONNECT - CL WH EXT. w DISCONNECT FOYE WH CH Q > T O �I _ GF148'AFF F__ATT_I IRRIGATION TIMER 0 j IC LIGHT LOCATION VARIES PER ADD P.C. MAIN WATER SERVICE BLOCKING-----------� WP/GFI CONNECTION L AS REQUIRED PREWIRE FOR II HALL FOYE GARAGE DOOR C-3�1BATH N OPENER 2 CAR GARAGE w T P,B. FOR CL HIMES �� PI GFI.. !ADD ` � I I WP/GFI FIELD VERIFY i O IBLOCKING ELECTRICAL IAS REO'D >< PANEL ON METER 2X4 WALL M ENTRY i o C) I b I ADD BLOCKING AS REQUIRED ------ _-- ' BEDROOM 3 01 FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ELECTRICAL KEY I&- DUPLEX CONVENIENCE OUTLET �&l WEATHERPROOF DUPLEX OUTLET R GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH C� KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE I� WALL MOUNTED INCANDESCENT LIGHT FIXTURE yP VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN a EXHAUST FAN/LIGHT COMBINATION H CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR 14 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Ip ELECTRIC METER ELECTRIC PANEL --wadDISCONNECT SWITCH Q JUNCTION BOX /- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS .............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION... ....... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES 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. RELEASED: 3/11/20 Lu SHEET O x z E l l a z • O Y FILE COP' LA %�� 2„VTR PLUMBING RISER DIAGRAM SCALE: N.T.S. .R C8 U SLAB PENETRATION PLAN SCALE: 1/4"=V-0" o � z Q z o Y Q � w m � J O U. Y = O 00 t C�0¢ z ~ O � wO<Q Z N Q z Q Q O=QU0 0 Q Q -A� � g pQ n 4 Q^ �Q3 3 ao z O z a0 �Q w F- O 3 w z z Ib� � o i O a } z Q z zw U O O 0 O O O moma i w r ¢ �t w ■ir m U O 0� 0 z W m = W Q o z Q 0 W a U) g O w W Lu w ..1 = Zss z ul cc ❑ 06 lil r J U) COMMUNITY: x WATERSTONE PLAN # 6075 w co RELEASED: 3/11/20 SHEET O _ z Q PI.`I z > O MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADVL INFO �GIZOUTGROUT BOTTOM REINF. ww PREOAST LINTEL w/ PRECAST LINTEL N/ EMB�DED REIN. I I EMBEDDED REINF MB-1 MB-2--i12` m� TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REINF. AS RE -QV Gpan `r GROUIT - BOTTOM REINF. - BOTTOM REINF. i +i__�PRWAST LINTEL W LINTEL REINF. EMBEDDED REINF. D O N MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-OB/OT ---- ----- M13-2 8F8-IWOT ---- (I) #5 MB-3 81=I6-I13/IT (1) #5 (I) #5 M13-4 8PFI4-IB ----- I ---- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN W-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN. i. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 5D-1 FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS P555-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGSHAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 23/4" LON6 TAPGONS @ 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 515. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 25 DAYS, U.N.O.: f'c = 2,500 p51 .... FOOTINGS 2,500 psi .... SLABS ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE-55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON VIR61N 501L OR 95% COMPACTED FILL: • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN000S END OF REINF. • GROUT SHALL BE A5TM 6416 F'6=3000 P51 W/ MAX 3/5" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM G90 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF HOO P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS +ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL W/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EAGH SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROU6H OPENIN65 ARE CALLED OUT ON PLAN - BUILDER TO VERIFY; • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12-0" O.G. (REGOMMENDED) OR 15'-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK6. (5) NAILS o 4" o.c. (5) NAILS 0 4" o.G. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAIL5* TOP OR SOLE PLATE TO ,STUD 2 NAILS (5) NAILS RIM TO TOP PLATE i TOENAILS 0 8" o.c. TOENAILS o 6" O.c.* 5LK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (5) TOENAIL5* DOUBLE 5TUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP15PLIGE 9 NAILS IN LAPPED AREA II) NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS $ INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING CODE (5EGTION 160oi) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED 4 EXP05URE ONLY: 165 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE GOEFF IG I ENT ENCLOSED/ +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP 5TRUCTURAL EN6INEERIN6. EXTERIOR 4 SHEAR WALL SHEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTI ON SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2J/2"xo.I31" NAIL @ 6" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED W/ P3 2Y2"xO.I31" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR -HALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 7/16" PLYWOOD OR 056 FASTENED W! 2Y�"x,Q.l bl" NAILS @ 6" O.G. AT ALL PANEL EDOE5 AND @ 12" O.G. A 7, GE gTER. (U.N.O. ON PLANS) I. ALL PANEL ED&E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W/ 3Y2NO.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65 5. SEE ARCHITECTURAL PRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS 6. ALL EXTERIOR WALLS ARE CON51DERED 5HEARWALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS 8. A MAXIMUM OF TWO I'4' WIDE x 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING E06E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window 4 Door Allowable Wind Pre55ure5 165 MPH Wind Zone Exposure B OPENIN6 51ZE INTERIOR ZONES END ZONES 6 Garage Door +25.8 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F I6Garage Door +24.5 P5F/-27.0 P5F +24.5 P5F/-2G.6 P5F 10 SOFT. +201.4 P5F/-31.9 P5F +29.4 P5F/-3G.3 P5F 20 SOFT. +28.1 P5F/-30.6 P5F +28.1 P5F/-36.7 P5F 50 SOFT. +26.3 P5F/-25.8 P5F +26.3 P5F/-33.2 P5F 100 SOFT. +25.0 P5F/-27.5 P5F +25.0 P5F/-30.5 P5F 500 SOFT. +21A P5F/-24.4 P5F +21.G P5F/-24.4 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. Pressures charted here are allowable pressures and have been reduced per A5GE 7-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of .6 to obtain ultimate pressures. M ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0513MLYWOOD 5HEATHIN6 2446, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.113" RIN6 SHANK NAILS (PSR5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRUSSES w/ RIN6 SHANK NAILS a 3" O.G. (U.N.0). PROVIDE BLOCKING ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER,UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"x0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 51N6LE ROOF TRU55 BEARIN6 ON OPT. A SIMPSON HETAI6 GMU WALL (OPT. A TYR. U.N.O.) OPT. B (1) HETAI6 EVERY TRU55 + (1) ADD'L HETAI6 EVERY OTHER OOF O.T. FLUSH BEAM OR FLOOR T. 5EARIN6 ON GMU WALL ALL (2) 51MP50N HETAI6 IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5CE-7-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • 1- BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r,- - -.-I • L I EXTENT OF OVERFRAMIN6 • - - -INDICATES 1/8"xl" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 67. TO GMU WALL Ia/ (1) 51MP50N M5TGM40 STRAP W/ (12) Y4" 5T-1 DIA x VV44" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5 (USE ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NDS, NATIONAL DE516N SPECIFICATION' FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P51F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FAGTOR = 1,25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS) = 30 FSF @ 5LEEPIN6 AREAS 50 PSF @ 6ARASE DEAD = 10 P51F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED R15K CATEGORY 11 GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF OR 5YP STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS 5PAGED @ 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JAGK STUDS REQUIRED, U.N.O.. • ALL HEADERS; BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRU6E-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-POW5 OF 3"0.131" NAILS a 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 5' 0.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. • REFER TO GONNEGTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS W/ 7/16" 05B FASTENED W/ 2142"xO.I31" NAILS @ 5" O.G. @ ED6E5 $ 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2xBLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/5EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p51; Fv=310 psi; E=1.55x10^b psi •LVL Fb=2600 psl; Fv=285 p51; E=2.Ox10"6 p51 FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131 NAILS 0 8" GIG OR 2 ROW5 Y4"x3Y2 51MP50N 5D5 5GREW5 (OR %" TRU55LOK 5GREW5) 0 16" 0/6. USE A MINIMUM OF'5 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" SIMPSON 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) 0 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK SGREWS). LOCATE TOP AND BOTTOM 56REW5 2" FROM EDGE. A SOLID 7 BEAM 15 AGGEPTABLE • ALL INTERIOR WALL STUDS IN CONTACT W/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LON6 TAPGONS @ 24" O.G. ,�;'.,� seal .%% G. FRi4jeNS S, r * Cr- r 4J E OF F W: .9 . v- ,a.• :r Oil '4 structural Engineering,lric.. z _J LL LLJ Z o0 cv z M Lu CD J CDa Zcc = F_ a 5 C-) cx tT W °O E ZT a ;. ¢^ J z °' OP OP H.1 o to o19 W S y to Ln C N CD i� Cr ce) t1 IV M&K project number 068-1 905 1 project mgc NUM drawn by; P H M issue date: 03-05-20 REVISIONS: date: initial sheet: Z TJ W Q 0 2 Tz nW TI--I W Q 1 0 LL U Ld cn 1 SM0.10 t J.21-1011 4'-6" r— I 5LOOK PLAN SCALE: 1/4"=1'—O" (2244 SHEE SCALE: I/S"=1'-0" (IIxI1 SHEET) LEGEND seal .. FR.Ej y�rir . �`�i ONSF . C rrrr • ® INTERIOR BEARING WALL t4 • _ - - BEARING WALL ABOVE aF W Vi • _ _. BEAM / HEADER q A i P��$ai7 • LOCATION AND EXTENT OF 5HEARWALL © copy righ rrQBje R� �Q i FkN, structuraPd4 l� ing1TT Inc. is I EXTENT OF OVERFRAMING CL r-- - - -INDICATES /8"A" 5AW GUT CONTROL JOINT �U INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) a z W d JL METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID Q °C E E Z ¢ o BLOGKING UNDER POST OR JAMB ABOVE. F- � a J�// Li m MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT M15-1 8F8-013/OT ----- ----- MB-2 8F8-1B/OT ----- (I) #5 MB-3 8FI6-IB/IT (I) #5 (U #5 M13-4 8RF14-I13 APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 5. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS, 5. ALL REINFORCEMENT SHALL BE GRADE 60, fpb0 ksi 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW W� Q Z a o LIAy y CD Lh W I CD o OC co n M&K project number 068-1 9051 project mar: NJ M drawn by: P H M MA50NRY LINTEL A55EMBLIES issue date: 03-05-20 5EE 51-HEDULE AND 5PEGIFICATION5 FOR ADD'L INFO 6xou BOar REVISIONS: BOTTOM ROW. A j PRECAST LINTEL w/ PRECAST LINTEL w/ date: Initlal: EMBEDDED REINR EMBEDDED REINF. ME 3--1 I# MB-2 m� V TOP REINF. OR CANT. CONT. BOND BEAM BOND BEAM REINP. REINF. AS QMV g11' GROUT 6R BOTTOM FZEINF. BOTTOM REIN, A PRECAST LINTEL v+/ I PRECAST LINTEL ut/ EMBEDDED REINF, _. ill�e—II� eMBEDom REINF. N MB-3 MB-4 REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTES $ 5GHEDULES d Q 11�- LL, F- Z D 0 U 0-i w � w J Q d >~ O cn a � z � � O O W '� w J Q 0< M W J3: sheet: OFT. B UPLIFT GONNEGTOR 5EE UPLIFT GONNEGTOR SCHEDULE FOR MORE INFO) 40 3 I 5D-2 5D-2 � I 1 O 3 Fil o ' LL 1 6 I 5D-2 \ HIP GIRDER TRU55 \ / I N I DRAG TRU55 (250 PLF) LU N V p LLN O � s I I I I I I i I I I I I I I I I I O Z I I I I sD- I v� Q i-U I 5D-2 N O o zCz �> Zo I � I I I I I I I I I L I I I TRUGTURAL GABLE END ROOFIC71RDER DRAG TRU55 (100 PLF)---------------------- — VALLEY TRU55 O.F. 24" O.C. �x 6 I \ 5D-2 I \ 1 I � I i I I 3 I 5D-2 5D-2 seal .�'"nFR `,`� G F.. � N LEGEND R �O� >=RAMIN6 �s ,. • ® INTERIOR BEARING WALL • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF t* TRU55 CONNECTORS. " : cc T • ____= BEARING WALL ABOVE • ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHIN6 24/y, -T OF _� , • BEAM /HEADER EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"xO.IB" �'.,p0,� ���.`�` RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6 O.G. AT PANEL EDGES $ '�� F '$A��IW �% ' • LOCATION AND EXTENT OF 5HEARWALL ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG © copyrlgNE��j1 Mg, TRUSSES w/ RING SHANK NAILS ®3" O.G. (U.N.O.): PROVIDE BLOCKING 56YWIIIWO Inc.' EXTENT OF OVERFRAMIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. on L--- .J PROVIDE "H" STYLE BLIPS ALONG UNSUPPORTED EDGES. z J Fr • — - — —INDICATES 1/5"A" SAW GUT CONTROL JOINT • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND '-'-' CONTINUOUSLY UNDER ALL OVERFRAMIN6. = Z o 0 ROOF FRAMING FLAN SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: 1/&*'-0" (110 SHEET) INDICATES LOCATION OF REINFORCED GMU GORE 0TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ (SEE NOTES) 51MP50N VTGR CLIPS ® 24" O.G. METAL HANGER • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 INDICATES P05T ABOVE. PROVIDE 50LID MANUFACTURER, UNLE55 OTHERWISE NOTED. BLOCKING UNDER P05T OR JAMB ABOVE. • ERECT AND INSTALL ROOF TRUSSES PER HTGA d TPI'5 13C51 I "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH b SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 5"xO.151" NAILS ® 16" O.G. UPLIFT GONNEGTOR5 BEARING CONDITION TRUSS T CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM > 15' 51HP50N HIOA ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) SIMP50N HT520 51NOLE ROOF TRU55 BEARING ON OPT. A 51MP50N HETAI6 OPT. B (1) HETAI6 EVERY TRU55 + (1) GMU HALL (OPT. A TYP. U.N.0) ADD'L HETAI6 EVERY OTHER ROOF O.T. FLUSH BEAM OR FLOOR T. BEARING ON GMU WALL ALL (2) 5IMP50N HETAI6 IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 CONSTRUCTION". M@K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 'OR TYPIGAL 5TRUGTURAL NOTES � 5GHEDULES CD Z a w J � a Zcc = Q� U V 4 � c C =J mE Q 20 J� z 2CD C9 W Y to o y (`o m`Ln N1 G I C. M G. M&K project number: 068- 1 905 1 project mgr: N J M drawn by, P H M issue date: 0 3-O 5-2 0 REVISIONS: date: initial: Q 0 J Z Q 0 C w_ z Ld Jl 0 J) z LL 0 z U) 0 W Low 0 Q 0< 12� W 1 3: sheet: Sol *3 1 `eee►uuu seal: .�� r> FR1,/N.11 1 . - .. ego PC�� � •� N `�'tf ••G rii N FILLED CELLS ! : (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL Y2n GYP. BD. EA. 51DE ©copyrightStuctuee,ing,lnc. 4" GARAGE OVER 3/4" FURR STRIPS OF 2x4S 0 I6 O.G. « -PER BUILDER ENE) OF HALL AND Y2" J-BOLTS 6" FROM EA. I.rl.. CD(1) #5 VERT. FROM FT6. TO VIEW BOND BEAM. LAP W HOUSE SLAB SPA o 52" OL. TOP � OORNER FOUNDATION DOWEL MIN. (SEE PLAN) 2" 30" GROUT CELL SOLID (b" MIN. EMBED) UJ N -a STUD PLATE TIES PER - rn ` GONG. OR PAVER GARAGE WALL z-� ° - - } PLT. BOTN ®STUD TOP 8 w DRIVEIIAY — BEYOND - III III=III III a� 0 GRADE III —III III-111 ° a a rn =III III-� III 1 III III=III ATIO/PORGH/LANAI SLAB 7#ON ° E E GARAGE SLAB . 1=111 - l I= (SEE PLAN) i. a `m 4„ (SEE PLAN) o I- I I_I 1= Q =11m III Ilia U #5 DOWEL W/ 6" HOOK AT GRADE ALL VERT. WALL REINF. _ _ _ ` _ - W =W = = I=III 1 (SEE PLANS FOR LOCATION) I = - - I= I I 'CLEAN GOMPAcrED L III —III- I_rl = III—III—III=1 I—I=111=11 ,. I6"x8" THIGKENE =III = = - = =1 FILL ®95% MONOLITHIC FOUNDATION VW THICKENED -III- -III I1-1 J z u, 00 STANDARD DENSITY I -0 W/ (2) #5 GONT. ON CHAIRS ED5E W/ (2) #5 =1 (=III III= = MIN. SLAB W/ (U #5 GONT, LU Z a c6 CD .4r GONT. =1 =III a=I 1=1 y m M WHERE 2ND STORY WALL UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND LU m a OCCURS DIRECTLY ABOVE THE 8" GNAI WALL SHOWN, FT6. SHALL ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A - BE I'-4" WIDE W (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. - I THICKENED EDGE ® GARAAGE DOOR DETAIL I FOOTING SECTION IN/ BLOCK DETAIL THICKENEID EDGE DETAIL GARAGE STEP DOWN DETAIL SCALE: NT5 SCALE: NT5 SCALE: NTS SCALE: NTS M&K project number 068- `I 905 1 project mgr: N J M drawn by: P H M 8" GMU BLOCK 8" GMU BLOCK 03-05-20 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: 8 WIDE GONT. R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/a° FURR STRIPS (1) #5 VERT. FROM FT6. TO OVER 3/a" FURR STRIPS OVER %" FURR STRIPS {U #5 VERT: FROM FT6. EXTERIOR DOOR -PER BUILDER BOND BEAM. LAP W/ PER BUILDER -PER BUILDER FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT5. TO REVISIONS: TO BOND BEAM. LAP w/ N HOUSE SLAB _ 30" GROUT GELL 50LID HOUSE SLAB BOND BEAM. LAP N/ HOUSE SLAB FOUNDATION DOWEL �-� GARAGE SLAB MTL. THRESHOLD (SEE PLAN) PORGH/PATIO/LANAI (sff PLAN) FOUNDATION DOWEL MIN. (SEE PLAN) date: initial: MIN. 50" GROUT CELL Q (SEE PLAN) SET IN SEALANT 30" SPOUT CELL SOLID SOLID � '�, ,. SLAB OR PAVERS >' PAVERS (SEE PLAW (5Ef PLANS) ZQ a Z a —III III—I=1 I= —1 1=1 1=III-III s —I-1 1=1 1=I 1Q Fml =1 1=d 0 6RADE =III=1I 1=1I 1lI' ---1II _I1I1I1=1IoI1=1I '--111=�-111 III=III=III=III=' -III=III=� Iii-L,1 I_I11-III-III = =1 II =III=III=III=11' I=III=III=111 11III=III=III=' III=1- III=11 ° 11=III=111=III .III=1 I11I—III=III—I U `� ExP �olNr III I I I=III=111=1 = III —I I I_I I 1=1' -III—III 1=i I1= —jm III II II 1I1—III- m l=1 III-1' z —III = m III ( = = „ - - - - - - PVG CHASE SLEEVE TO BE iq I) #5 DOWIEL Vy/ b HOOK AT 1 =11- 11= -- —_ 1) #5 DOWEL W/ b" HOOK AT -III = =1 TWIGE THE DIAMETER OF 0.1 ALL VERT. WALL REINF. =II - _ _ =1 - -III ALL VERT. WALL REINF, O = 1=III- - I=III= C� ti 1 I 1 III—III=T III-_ MONOLITHIC III= = I= III= (SEE PLANS FOR LOGATIOW I� III = _ il_ PROTECTED PIPE q, I I ;III III=ll I —I _ (SEE PLANS FOR LOCATION) �, I II_III—III-1I1="' _I I II I_ll I_I II ,. �-1I I II1=1I I —I I1= 111- " �- FOUNDATION W/ (2) #5 GLEAN COMPACTED -III- GLEAN GOMPAGTfD -1 GLEAN GOMPRGTED� --11 GLEAN COMPACTED _ MONOLITHIC, FOUNDATION FILL ® 15% 1'-01. MONOLITHIC FOUNDATION FILL* 5% STANDARD 1'-O" FILL ®95% GONT. ON CHAIRS STANDARD DENSITY IO -, FILL ®95% MONOLITHIC FOUNDATION 1 U (2) #5 GONT. ON I'-O" Q" STANDARD DEN5IT'( MIN. W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE MIN. MIN. GHAIRS STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS MIN. TREATED WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL 8" GNAT WALL 5HOWN, FT6. SHALL 8" GNAT WALL 5HOWN, FTC. SHALL 8" GMU WALL 5HOWN, FT6. SHALL O BE I'-4" WIDE w/ (2) #5 BARS BE I'-4" WIDE W/ (2) #5 BAR5 BE I'-4" WIDE W/ (2) #5 BARS BE I'4' WIDE w/ (2) #5 BARS GARAGE CURB DETAIL ENTRY DOOR DETAIL _ ��XTERIOR WALL @ PORCH/PATIO/LANAI DETAIL CHA5E DETAIL SCALE: NTS SCALE: NT5 I SCALE: NTS V SCALE: NTS d 0 W 8" GMU BLOCK BEYOND 1-^ R4.1 FI fOIL OR EQUAL Z EXTERIOR DOOR 3/a FUR R RR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB i�, T O SET IN SEALANT (SEE PLAN)w U PORGH/PATIO/LANAI W_ SLAB OR PAVERS T r T U (SEE PLANS) PER MANUF.° I T III II=11' 0 -1I-1I =1 I I1-_I U) '�II I� III II II —III III lll- � �., Ld III "—I=1 I=1 1 1 Lm III I I -I =III III- w 'Ili II_ IIIIIII- m� � � Z ILI III II=1 III—I 0 11 III= I =III= " MONOLITHIC z GLEAN COMPACTED III 1 II GONT.WTION AIRO U) IAV �J FILL ® 95% STANDARD -0W DENSITY AND TERMITE MIN. I " }- TREATED 0 0 Q WHERE 2ND STORY WALL UJ OCCURS DIRECTLY ABOVE THE J r I 8" GMU WALL SHOWN, FT6. SHALL e-� BE 1'-4" WIDE W (2) #5 BARS EXTERIOR OUTSWING � 5GD POURED SILLS DETAIL 1,, sheet: SCALE: NT5 'I I S D hM I h { 2x4 CATS i@T 6"o c FASTEN 5HEATHINCS TO 2x4 2x4 BLOCKIN6 IV FASTENED TO 6A8LE END TRU55 w/ (2)3 x0.131 BLOCKING w/ 2 3/a°x0.113" (3)3Ya"x0.131" PROVIDE 5( ` " " RIN6 SHANK NAILS ® 4"O.G. TOENAILS EACH END TOENAILS. b CONNECT( PROVIDE SOLID SHIM BETW'N TRUSS LE55 THAN d CONNECTOR IF TRU55 LOCATED . = WHERE TRU° LE55 THAN I Y2" FROM CONNECTOR. _FROM U WHERE TRUSS 15 GREATER THAN I Yz" 12 MAX 2'-0" MIN TYPICALLE RRE seal: ............ FRI�j 4,� .. • f N '•* L 2 3/a"xO.113" RIN6 SHANK 9 ATE O .•"?�� N GABLE END VERTICAL WEB s,� .,4 0 vk .ld�`� ►tea REINFORCIN6 AS REQURIED " 3310NP % ROOF SHTG (4) 3Ya x0.131 �� FASTEN KOCf 5HtA1HIN6 SHALL BE NAILS FASTEN ROOF SHEATHING TO © copyright: M<fLlaN1LP TO FASCIA WITH 2 %NO.113 2xb P.T. PLATE FASTENED GONT. 24" MIN FASCIA WITH 2 %,"x0.113" StructuralEngmeenng;lnc: BY TRU55 MANUF. RIN6 SHANK NAILS TO BOND BM. W/Yz A. ONTO ROOF RIN6 SHANK NAILS o 6" O.G. CD ® 6" O.G.ANCHOR BOLTS ®3 " O.G. SEE UPLIFT GONNEGTOR z WITH 7 (MIN) EMBEDMENT. 5GHEDULE ON PLANS FOR Er _J EXTERIOR 5HEATHIN6 E06E • GONNEGTOR SPECIFICATIONS w w X SEE UPLIFT CONNECTOR 2xb FASCIA = Z o Q NAILING - 2 Y2"xO.131" NAILS _ 56HEDULE ON PLANS FOR -SEE ARCH Q, Ln ` CONNECTOR 5PEGIFIGATION5 ®b O.G. co REINF. MA50NRY LINTEL/ BEAM Yz 2xb FASCIA FASTEN BOTTOM GHORD O}= ROOF TRUSSES LLI -SEE ARGH PROVIDE M015TURE BARRIER TRUSS TO P.T. SILL PLATE w/ -SEE PLAN FOR CATIONS. • • SEE PLAN + Q 8" GMU BOND BEAM PLATE (PER TRU55 MANUF.) ® Ya" DIA. x31z" LONG SDS E E W/ (1) #5 GONT. EACH TRU55. 5GREW5 • I6" o.c.L2x4 BRACE w/2x4 T-BRACE, � A PROVIDE MOISTURE PROVIDE 2x4 BLOGKIN6 ® 48 c� n 8" REINF. GMU WALL SPACED ® 4'-0" O.G. MAX. � o BARRIER PLATE BELOW O.G. IN FIRST (3) BAYS OF CONNECT EACH END OF CC It -SEE PLAN FOR VERT. VERT WALL REINF. TO FASTEN 2x4 TO w/ 3Y4"xO.131° ROOF TRUSSES -GUT TO FIT MASONRY LINTEL TO TOP OF: m 8 HORZ. REINF. 5PEG5 EXTEND INTO BOND BERM WOOD MEMBERS ON GMU NAILS ®12" O.G. PIMPIOKTA T16HT BETWEEN TRUSS BOTT01 PIER/ WALL w/ (1) #5 BENT CLIP ® 48"O.G. W c� m (PER TRU55 MANUF) 8" GMU BOND BEAM w/ VERT WALL REINF. TO CHORDS AND NOTCH AROUND DOWEL w/ 24" LEGS = a � � 8" #GMU BOND BEAM �/ EXTEND INTO BOND BEAM SILL PLATE (1) #5 BAR5 GONT. (I) 5 BAR GONL FASTEN DRYWALL TO VERT WALL REINF. TO Z � ccDo BLOGKING w/ 5GREW5 8" REINF. GMU WALL ^ W Y � 8" REINF. GMU WALL -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM J 0 /NAILS ®b' O.G. 2 C? -SEE PLAN FOR VERT. 8 HORZ. REINF. SPECS 4 DHORZ. REINF. SPECS LU o N 5EGTION` 11 5EGTION 5EG7ION SECTION °C M SCALER 3/4"=1'-0" ` SCALE: 9/4"=I'-0" SCALE: 3/4"=1'-0" 6 ' SCALE: 3/4"=1 0" M&K project number: 2 3/e'x0.113" RIN6 SHANK NAILS ®b" O.G. 068-1 9051 VALLEY SET project mjr: N J M OVERFRAMIN6 TRU55 NOTES: BOND -BEAM - drawn by: P H M 1. 2X PT 6UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NI ALL LAPS IN MA50NPY 25" WINDOW/DOOR, FASTEN BUCK TO MASONRY VJ/ (1) ROW-0F 3i N4" TAPGON5 6" issue date: 03-05-20 a011 FROM EN05 AND 16' O.G. MAX: TAPGON5 TO BE 1-/2" MIN. FROM ED6E OF • RUNNING BAR BUCK. REVISIONS: PRECAST 2; BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. HEADER STRUCTURAL CONNECTION OF WINOOW/DOOR TO 5TRUTURE BY OTHERS IN date: InIt18I: G 2x4 FLAT BLOCKING ®Ib" MIN THI5 CASE. O.C. ns > FASTENED TO BOND BM. w/Y4" q pl MAIN ROOF 5HEATHIN5 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EX15TINO 2X ROOF TRU55E5 TAPGON IUI BUCKED OPENING, USE (3) ROWS OF 3NO,131" NAILS 5TA65ERED ® 12" O.G. SEE PLAN a_. EA. SUCCESSIVE BUCK. (2)3Y2"xO.131" 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING FASTEN EACH OVERFRAMED IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. (2)3Ya"x0.131" TRU55 TO TRU55 BELOW 05 BENT CORNER BAR WITH (I) SIMPSON YTGR CLIP a: ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) co 8" GMU BOND BEAM w/ • 24" O.G. GROUTED CELL BUCK SPECIFIED ROWS OF 2 Yz°x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER • •V' U (1) #5 BAR5 GONT. MAIN ROOF TRU555 WINDOW/DOOR MANUFACTURERS SPECS. C BY WINDOW/DOOR r+y � 8" REINF. GMU WALL VERT WALL REINF. TO MANUFACTURER -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM Czq It HORZ. REINF. SPECS TYPICAL OVERPRAMING TYP. CORNER VERT. WALLG SECTION CONNECTION DETAIL REINFORCING DETAIL WALE: 9/4"=WINDOW/DOOR BUCK. DETAIL (D�N SCALE: NT5 - - SCALE: N.T.S. SCALE: NTS 2xbx12" P.T. CL OF OPENING CENTER 151161<—��j • • 3/e" DIA. ANCHOR 2X4 P.T.TOP BUGK • 2X8 P.T. BUCK EACH 51DE OF OPENIN6 • PROVIDE (5) %" DIA. J-BOLT W/ 5 YY EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR PROVIDE I-Y2"x%e,` THICK WASHER W/ EACH ANGHOR (I5T BOLT TO BE 8" MAX ABV. 0A5 REST EQUALLY SPACED APPROXIMATELY 24" O.G) START 13OLT5 AFTER II BOND -BEAM - f-GONTIN. PRECAST HEADER —'ter 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. GA5T-GRETE WINDOW SILL, OR EQUIV. GARAGE CURB (8 MAX. DOUBLE WINDOW (-N>&ARA6E DOOR BUl DETAIL MA50NRY PIER DETAIL SCALER NT5 SCALE: NTS TRIPLE WIDOW 51M. i NOTES: I. UTILIZE 2-PARTEPDXY OR d OTHER EN61NEER APPROVED Q EQUAL (I.E. SIMP50N ET EPDXY). SEE'TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL O rr DOWEL, BLOW OR BRUSH GLEAN, INFORMATION NOT SHOWN SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION HERE r n .J STRUCTURAL PLANS FOR INSTRUCTIONS. v l L° ADDITIONAL CONNECTION INFO NOT SHOWN HERE FUTURE 8 GMU BLOCK #5 VERT. BAR TO BE z DRILL b" INTO EXIST'IN GROUTED CELL S LOCATED PER PLAN Q FASTEN EA. ROOF TRU55 TO GMU IV SIMP50N M5TMI6 TW15T STRAP. SLAB, EPDXY 8 DRIVE I #5 DOWEL, PROVIDE MIN. I J L] U FASTEN STRAP TO GMU w/ (4)Y4" DIA. x 2 30" LAP SPLICE I I C)4J ya" LONG TITEN SGREWS 0 W w 1 z TT PROVIDE MOISTURE BARRIER T I I T W PLATE (PER TRU55 MANUF. ® .J J EACH TRUSS. 4 PROVIDE 2x FLAT BLOGKIN5 FIT T16HT TO GRADE III —III III —I 0 ROOF TRUSSES ® EVERY OTHER BAY III III =1�I III III III L1 III 1�I FASTENED TO GMU wl (3)Ya" DIA. x 3Yz" LONG Lid- III III —III III = III I TAPGONS. FASTEN BLOGKIN6 TO ROOF Q III I { III III-1 L z TRU55E5 w/ (2) 3Y4"xO,131" NAILS ® EA. END. - —III III° , a -III-I I I=1 I II III • I C I 111- —III. III��ml7, ,11 W LO RETROFIT DETAIL _ 5 MISSED DOWEL R�TROPIT DETAIL I- i J SCALE: NT5 51M ®GMU STEM FOR DROPPED GRADE t nLd LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN sheet:! THIS HOME 4 SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REQUIRED ALL APPLICABLE AREAS. THESE WHERE SPEGIFIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. y a PERMANENT ROOF TPU55 BRACIN6 NOTE5: (51116LE FAMILY HOME OR TOWNHOJ5E CON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I: WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, I145TALLIN6, RE5TRAININ6 4 BRAGING OF METAL PLATE CONNECTED WOOD TRU55E5" (200b EDITION). 2 TOP CHORD BRAGING: TOP GHORD5 5HALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 SHEATHING. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRACING DE516N. 3 BOTTOM CHORD BRAGING: a. THE BOTTOM CHOR05 5HALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4 WEB MEMBER BRAGING: THE TRO55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBER5 (VE55, VERTIGAL5) THAT REQUIRE LATERAL BRA6I146/1RE5TRAINT. a. 'V OR 'L' BRAGE: WHERE BRACING 15 REGUIRED A5 INDICATED ON 5HOP DRAWM6, UTILIZE 'V OR 'L' BRAGE5 (REFERENCE BG51-63 FI6URE5 63-Ib 4 53-19). 5HOP APPLIED REINFORCEMENT PER BC51-63 FIGURES 83-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE PEBNERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE YEBNERTIGAL MEMBER. • PA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL Wl I (?d GUN NAIL5 (0.13Ix3 I/2') AT 6" O.G. b. GONTIN10U5 LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRU55E5 ALI6N, GONTINUOU5 ROWS OF LATERAL BRAGING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T BRAGE5. • CONTINUOU5 ROW5 OF LATERAL BRAGING 5HALL CON515T OF MINIMUM 2x4. ROWS 5HALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TW155 GOMPRE5510N NEB w/ (2) Ibd GUN NAILS (0.13101/2"). • GONTINUOU5 LATERAL BRACING 5HALL BE RE5TRAINED BY DIAGONAL BRAGING (MIN. 2' THICK NOMINAL LUMBER 4 MINIMUM 5PF '5TUD' GRADE MATERIAL). THI5 BRACING 15 TO BE GONTIN OU5. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRU55E5 CL05E5T TO EACH GABLE END WALL 4 ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. PROVIDE (2) Ibd NAIL5 EAGH MEMBER DIAGONAL BRACE NAILED TO 51DE OF NEB AT 20--0' MAX. LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 ROOF 5HEATHIN6 GOMPRE5510N WEB (SLOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE a (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 5HOP DRAWINGS FOR LOGATION5) 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUCTABILITY' TO KEEP EVEN 5PAGIN6 AT "may BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) GONTIN. LATERAL BRAGIN6 TO LAP AGPC55 MIN. (1) DIRECT -APPLIED TRUSS BAY A5 5HOWN 6 B CEILING 5E6TION B-B ALTERNATE WNW WERE i3i OR MORE 51HILAR TRAISM ARE GRd1HD 1' I^EB MEMBER REGUIRIN6 ` B BRAGING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON68ACK5 MAY BE 2x 5TRON6BAGK I115TALLED FOR GON5TRUCTABILITY (NOT REGV FOR TO KEEP EVEN 5PAGIN6 AT 5TRUGTURE) / BOTTOM CHORD (NOT REO'D FOR " DIRECT -APPLIED B �L' OR T' BRAGI w 6WB 6EILIN6 DESIGNATED BY .; MANUF. TYPICAL TRIW ELEVATION PERMANENT TRUSS BRA CIN6 DETAILS $ NOTE5 Al SCALE: tow DIRECT APPLIED GEILIN6 • seal: a,,�P�uu►►,,, N ATE OF '.90 '• R P. �_�• . ✓✓Ao .. GOR �• ��` © copyright M� IN IM, StructuraINC. CD li Z JOC w w Z o CD rn w a J a)Q Z = Q c�a Iryyrrr U V 1 cc m cz W Cn � j m rz =J a Jz �o W Y o T y m un W o N M 1 M&K project number: 068- 1 9051 project mgr: NJ M drawn by: P H M issue date: 03-0 5-20 REVISIONS: date: initial: Y 0 L / Ii J i z T�i 0 W U w Ld Z) J O W D ILL j--z j Z Ld w Q F- 4 UJ LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN sheet: THI5 HOME i 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. PBSIDM Cul K. HOVNANIAN WATEK5TON E AKMINA FLACE FOKT FIEKCE, FL 34982 DO NOT SCALE PLANS T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN LOT-57