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HomeMy WebLinkAbout6816 Shelby Lynn WayA N 9 It 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 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 91 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 DIR, DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION 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 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.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD wWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB )VnOT ,,anTM Com.panjes 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "A" 6816 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT OE)8 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 TABULATION:1 I ELEVATION O 1ST FLR A/C 1,830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2403 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS W131 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB--1 STRUCTURAL DETAILS REVIE1n/ HATE ��� 1 Z021 �� ®3 PLA, I N E R a4 � ' e�✓5 'E' bs ado-. A5 hva f'" a n8 tp /9L "+,H "REM ILL A ¢ e ��q{ pp� � NATION <` 'LE ,� ' r °° ATE ' ANO ° c,. : ,2 , . �.. HYRHILL ,4 P« p d pORDINANCES It w o>_F- >� Q0 W C, - CAVww cr-w_ a F- It Y 0 1- z w00U) LLI zzzFz �- J Q � z J w�=D:2 �cn000 =1zLLU) �1-Qzo q) Q o F- 0 U C w� 00 wA �x 0 z 0 wA w > J MEMO It O U Nct 0 CL D A O_ E rx U) Lri U O� U wZ C aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET cs I DWELLING -GARAGE SEPARATION: R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL PROVISIONS SEPARATION OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT R302.7 UNDER -STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. FIREBLOCKING: R302.11 FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROW F S O STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM El 36 REQUIREMENTS. 5. FOR THE FIREBLOCKING OC NG OF CHIMNEYS AND FIREPLACES, SEE C S, S SECTION R1003.19, 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.11.1 FIREBLOCKING MATERIALS EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. 1. TWO-INCH (51 MM) NOMINAL LUMBER. 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PARTICLEBOARD. 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR THE SPECIFIC APPLICATION, R302.12 DRAFTSTOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. HAZARDOUS LOCATIONS: R308.4.1 GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. 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. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. is GENERAL CONSTRUCTION NOTES R308.4.3 GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. EGRESS: R310.2.1 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. R.310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES EMERGENCY ESCAPE AND C SC RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE, WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. R312.2.1 WINDOW SILLS IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING ISLOCATED LES S THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE T u PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2 OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2, STAIRWAYS: R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION, FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.5.3 NOSINGS NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). R311.7.8.2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. R311.7.8.3 GRIP -SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY, 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R312.1.1 WHERE REQUIRED GUARDS SHrlL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES 762 MM MEASURED VERTICALLY-TOTHE FL R R GRADE BELOW AT ANY POINT WITHIN 24 INCHES 1 M 00 O G O O C S (6 0 M) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R312.1.2 HEIt:aHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER, EXCEPTIONS., . 1. THE TWANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL. OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 43/8 `INCHES (111 MM) IN DIAMETER. CONCRETE FLOORS: R506.2.3 VAPOR RETARDER A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 !INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. WALL COVERING: R702.4.2 BACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTUREROS RECOMMENDATIONS. TABLE R702.4.:213ACKER BOARD MATERIALS GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. R703.4 FLASHING APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL, 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. ROOF ASSEMBLIES: R903.2 FLASHING FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R903.2.3 MEMBRANE FLASHINGS ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S PUBLISHED LITERATURE. R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. EXHAUST SYSTEMS: M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M1502.4.5 DRYER DUCT LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. M1502.4.5.1 SPECIFIED LENGTH THE LEN TH F THE EXHAUST DUCT HALL BE 35 FEET 10 668 MM FROM THE CONNECTION TO G O US UC S ( ) TTRANSITION D FR M HE DRYER T THE OUTLET TERMINAL. WHERE FITTINGS ARE USED THE THEDUCT O T O OU , MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE MI502.4.5.1 SHALL BE USED. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GENERAL NOTES: ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT MMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES,DIMENSIONS OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. INSPECTION NOTES: WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN 1 HE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. _ W Lu �0>� W W Z 0 > m < 0 WZ)a cnUWw Q ❑ W_ � _ F- > J ❑crcr<r od W Z z z � i < ui _ _jcn00Q ❑ = Z LL cn z❑ �I-Qcz n C N 1=G (�1 n '�1 Q o I- 0 � Z� Q 0 0 0 U) u O w 00 0 to 0 j 0 m.I w w w c v< z O a A O_ w U) W G z Z 3 4 U wZ G aaaaa' i i i COMMUNITY: T-INKTA-T CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET i CS2 C z u r Q n :0 z r xs n z g u _ ri z Q r n z J L u n 16-8" 12'-0" 10'-0" 10 6" 1 1 1_011 611 STUCCO WRAPPED ---- BEAM @7'-8" ---- d 2 p STUCCO WRAPPED p A5.1 a . 4X6 POSTS a Q o p u LANAI I u O I 1 0 m 8'-8" CLG. 02 - _ o o U m MOISTURE RESISTANT U m -1 Q T rn I DRYWALL CEILING CD - I co 6'-0" 1 14'-8"1 9'-4" 8'-8" "35 SH I (53"x63") EGRESS 6068 SGD'TEMP. 35 SH 2868 bN XFER 3'-8" �_ 15'-2" GRILL '� i ----, 18'-6" HB. 0 BRK OWNERS AHU ON RETURN AIR GRILLE SUITE STAND °_ . 30 AFF '-chi =� GREAT 8'-8" CLG. I ROOM cv T T 8'-8" CLG. MECHADD 7/16" OSB TO 00 (\ a MECH. CLOSET -1N Cy) CEILING FOR FIRE 5-12" DRAFT -STOP PTRY ' 3-SIDED ACRYLIC ?8 , r cad `1 In SURROUND = 8 r I I ncc VO m (O rto CM ° I Icy) 21_011 N �� ,� 36 x60 ACRYLIC 3 _3 _� t I 4'-11 " 2_-0" ' ' 8'-8" t 1 01 32" SHWR PAN O. SUITE o M BATH 2 cn rIN I � I I I 8'-8"CLG.co � _J ' Tia c'7 CV w - Q' -1 O Z -1 O 00 co M c 1668 `�' O Q I c0 T BR K i O 2X4 LOW WALL 0 a,. " t ITC H E - - - - 36" HT. FLAT DINING NU _ �� , 8 s CLG. �---- COUNTERTOP AREA _ co N i i 6,_8" 0 3'-52� - � 8'-8" CLG. r 1 _ OS WIC I �� I 1 oc ., i 18'-11 ill , c� 8' 4 �� �� 101_51„ o o 8'-8" CLG. � 1 2 -9 2 -4 2 11 I I�REF. II _-OPT. ---- WATERL�I 77 C -------=--- R&S HI & LOW REF.I � 1cW C O N W h :. N--�_�� LNDRY �; (01 co BEDROOM 4 co _ U X 8'-8" CLG. - CV I cn 0 I 8 -8 CLG. cc 0 N M BEDROOM 2 � ��� c�'■/�_ i � WASHER I __J tv" rIN 8'-8" CLG. CL. 1 BOXY----_ 1 r1a (o DRYER VEN�� II bN i ,; co5 lCL II T M r �6� �Q 2 L. 1 2'_72 SH---- BRK 101_211 S�682'i ,_•°' 12'-92" S,-22„ 2'_521" �� -N �6� XFER `L GRILL 0) 4�_61�� c'��� XFER 2 T GRILL HALL Fm 3-SIDED � ALL s ACRYLIC cV 2868 SC W/ Y .', 8'-8" CLG. BATH SURROUND WH t:V SELF CLOSER 5�_82�� cr 8''-�8" CLG. , 92„ TUB PER O _10�� 18�Lo LAV 9' COMMUNITY 2_0 - o i - r-----� SPECS 22" X 54" co I cfl O 2 CAR i ATTIC ACCESS @J 1 "� WC 9 GARAGE L00 L. cm_ _ c+�I�t R&S '1cV s'-8° CLG. FOYER N rs CL. � - - T �� CL• 1/2" CEILING BOARD I CAI _ 8'-8" CLG ABOVEH:,.r:3, cV 1/2" WALL BOARD ON ,_ 1„ 3 GARAGE SIDE PROVIDE V 6'd� INSULATION AS REQ'D �O XFER 2'-4" 6'-8" 2" CONCRETE GRILL N CURB F ----- - ----------------------------------- BEDROOM 3, 0 NTR 8'-8" CLG. ' o' I 8'-8" CLG. r 0 ` ' I co I I I `� HB. �''HEA ER @ 7'-e ' 16070 GARAGE DR. `� t "25 SH _ (37"X63" EGRESS) 1_01 1-011I -011 �l-411 81-41I 6-0�12621 CV 01 20'-0" 5'-4" ol 13'-4" 01 38'-8" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" rel LEGEND SYMBOLS A BUILDING/WALL SECTION SITT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dp 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 FLAT STEEL SOLID SURFACE BRACKET SPACED @ 1" O.C. FOR COUNTERTOP OVE6RHANGS GREATER THAN 10" 1'-2" MAx TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS _ ; BD. PER SHOP DWGJ t`1 WD.BASE MOLDING FINISH FLOOR FINISH ]j F OOR� rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. W wz0= �O>_I" >I=¢O LLJ o F- cnUWw Q = W_ ~ J _ >a- LLJ cr Iz Y 0 F- z ,t$ LL O O cn Z z z P Z_ Q -I W CL _ 0- U) 0Q = z LL Cn PQZt� cz coc a o O H O O U � O Im 00 a 0 0 fillim 0 Q w w 01111111111111111 (L U) U) w Oct O a A z i i U I I I I I z1 o 1 I I ` �o � f w ZI�aaaa I c 1 t t c t c COMMUNITY; LINKS AT CALUSA SPRINGS E PLAN # 6101 L RELEASED: 02/04/21 i SHEET e A1.`I z 11 J) Z D J Z ji 2 C C WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" 12 5 12 5 35 SH *35 SH STUCCO REAR ELEVATION ROOF SHINGLES PER COMMUNITY SPECS (TYP.) BLDG. HEIGHT 12 ROOF SHINGLES PER 12 COMMUNITY SPECS 5 (TYP.) ROOF SHINGLES PER 5 12 COMMUNITY SPECS (TYP.) 5 4" WIDE STUCCO 8" WIDE STUCCO BAND (+1) BAND (+1) T.O. MASON- RJR 1'-0 T.O. WINDOW f 11 Ell 18"DECORATIVE FOAM SHUTTERS i 4" WIDE STUCCO 1 . BAND (+1) 4 WIDE STUCCO 71F1m� BAND (+1) 25 SH FIN. FLR. �- 16070 GARAGE DR. 3068 FRONT ELEVATION SCALE: 1 /4"=1'-0" m PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE ;•F::,..�,.L.,,,, •..,.,. FINISH ,'* SANDFINISH TRIM COLOR 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) It W 2 IL cl ` Y 0 0 >c ao W ::) 0 F- �U w o < Z) J (n L1J w Y 0 F- Z LL 0 0 C/) Z Z z F— Lu cr!5Q�-I wIL JCL U) p O 0 �2ZLLU) < Q Ro O � Q Q U) 0 0 z 0 0 0 M.-I > ca w CO 0 w 4* a 0 m< w w a M c cn low Z o z 0 O� (L O r/L�/� 1.4n W Z 0 rA EZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET A2. I z Q r J) z g ji n 12 5 12 5 i. LEFT ELEVATION SCALE: 1/4"=1'-0" 12 5 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 Fr=-- 12 -===1 5 *25 S H _35 SH RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR 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. P STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 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) W }_1= LLJo°� } � >¢O W p1- Uww cn Q � W �— a.(nWg. Ycr 01-z 06Ii00u) zzz�=z �gQ�-j wa � U) 0 Q =zLi-U) H Q Z p a � Q O �Q Q 1-7 0 0 0 cn U Z 0 o Im ~ 0 iii I..� 0 iW r..l � w I w w � A a U) U) Z 0 a A O_ tn W U) Z z 08 r E C O:Z a<<KK COMMUNITY; LINKS AT CALU A SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEEr A292 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. i i S3 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 5S2 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 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" FEB 0 3 2021 ® N -78 8 P s , ^I E F o P m W i-_IIt UJ 3:O O I— ¢ 0 W p Q3:H W J(nWLLJ (Y cc Iz �1Q1-Z LL O O a) zZZ~Z J Q J W 0- 2 12 0- _jc/)pOU p=ZLLw cz a Q cc t" Q O O I¢- 0 0 t� V Oi �1 00 0 (L 0 0 "' o w o� �C z 0 a A O_ U) W z Z 04 Wno 0:zQ<1 i i i COMMUNITY: LINKS AT CALUSA SPRINGS PLAN #6101 RELEASED: 02/04/21 SHEET i A3.1 0 Z W Q U) 0 z cc 0 06 U) Z W U) W F- Z Q _ 0 08 U) z Q J a w w _ T.O. V T.O. V 00 00 d FIN. FOOTING PER FOUNDATION PLAN II r , BUILDING SECTION SCALE: 1/4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" ME ROOF TRUSSES (SEE SHEET FOR DETAILS) T_O T.O. W FIN. FOOTING PER FOUNDATION PLAN W 2 �ZO= O >. > <0 LU p H cnUW w ¢pwF- �-i Z)ir�cr �e01—Z �LLOOcn zZzF- z J Q J W a = IL �cnp0U p=ZLLcn H Q Z p � n N Q O 0 �4 Q 0 0 ft cd o Z W-j 0 a co fmo (n 0 u j w~ o �� w ZA it ~� rL U) J Woo Z 0 CL O_ E U U) W cn O� Z-n EZ o aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET AS. I 4 ROOF SHINGLES OVER 12 15# ROOFING FELT 12 SEE ROOF PLAN PRE-ENGINEERED ROOF SEE ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE SEE ENERGY CALCS. ELEV. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) 2x6 ALUM WRAPPED FASCIA CLG. BD. 1x PT DRAPE BLKG BD. w/ALUM DRIP EDGE. (J" TYPE'X' GYP. BD. ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY FROM HOUSE BASE BOARD GARAGE SLAB, 4„ SEE STRUCT— 0'-0° PLANS FIN. FL. SLOPE FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE. 1/2" = 1 -0 ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS 0 CM ROOF SHINGLES OVER 15# ROOFING FELT 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 SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS ot 0'-0" SLOPE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE. 1/2 = 1 -0 ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM PROVIDE 2X4 FRAMED GYPSUM BOARD z BOARD I ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 3 1/2' a wa GARAGE " GYPSUM BOARD J" GYPSUM BOARD NICHE FOR L--___- f ELECTRIC METER ELECTRICAL LOCATION - SEE % PANEL & PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH "F f _ j N ELECTRICAL PANEL WIRING ELECTRICAL PANEL I I 1 N I EXTERIOR CMU BLOCK EXTERIOR CMU BLOCK ----- ---- 1 WALL WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. CONCRETE "' CONCRETE — CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE — .SLAB ON GRADE GRADE AT GARAGE FLOOR 1 V-6" ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" T.O. M z n w a N ih N io co (V NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY, REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION FEB 0 3 2021 xv �d,, ® itl i 4J as •f,1'* q e s •� • ATE F M. W �0>.F- >IOCQO w=)oF- cnUWw QZ)wF- J U) W W 25 cr Y0E-Z 'oL-00� zzzpz � J U)J uj CL - �zLL 2U) �F-QZcz a' Oi C n O Qo F- �i Fa- 0 0 0 ft l� V 0 J 0 U) z 0 0.J uI w w 1?5 aU) d. U) z 0 IL O_ W G N O� U G Z Q <1 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED; 02/04/21 SHEET A5*2 WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 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 WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING "L" FLASHING 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 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. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP f- WRB APPROX. 1-1/2" ABOVE SHINGLES z 14 ROOFMALL SCREED a 5X5 WALL FLASHING KICK FLASHING T -OUT (SEE DTL. BELOW) FELT UNDERLAYMENT QV 1 i N2'N, SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, M'ECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD FOLD INWARD @ PT. A STEP 3 vv FOLD a vw `W 770 FOLD INWARD @ PT CREASE @ PT. B CREASE @ PT. C 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 STEP 2 0 @ 450 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE CC W y. _ CC SOOf-' } >OCa0 W C) — c/) U W w Q I w ~ =CC— 5m� Y O I— z 'd LL00U) z z z H co w J 2 Z J WC-2c� _CQ0OU �2zLL-U) �1—QZcz ti O 0 0 U (� O � m 00 to O (!� 0 O a� aw w w w loom IL rQ z O I Q z 0 I I E 1 I a U I I I z` o 1 i I ` rn A �z aaaaa i c c c f c i c t COMMUNITY: LINKS AT CALUSA SPRINGS LAN # 6101 E L RELEASED: 02/04/21 L kSigET mao i < GYP I FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 4: METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH a THREE-WAY SWITCH 4 FOUR-WAY SWITCH -�- KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE or VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 0 ELECTRIC METER i ELECTRIC PANEL --mba- DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 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 2O20 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, 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 2020 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. 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 W CC Lu 3:OOI- 5;=<o W 0 F- 1= I— w 0 < LILu J J(nwg �x=Iz Y01-Z Z Z Z ~ � J U) � Lu Z_ J wCL=tea. _jW00Q Z2ZLLW cn C � � N Q o O � a Q 0 0 U 0 o a. oo w 0� 0 U 0 0-i I �I J (n L w r~ I^ U a LLOw c m< w f-w 0 IL O U) W z Z O le g � RZ ca aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/221 SHEEP E • LO SLAB PENETRATION PLAN IY w wz0= O }. Lu >owCa0 wpF- M (vwo <M _ F- > J ED IY (Y M zZOw W Q a a _ - � CQ 0 Q p=zU-(n �I-azo cz'� ., I CZ � c o O � Q 0 0 0 u 0 0 m 0=0 I 00 F-0 z o w a I w a 25 a) (. U) Z 0 a. A z 0 o� U) o zW 0 4 Mz ddddd I COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6101 I RELEASED: 02/04/21 i SHEET P1.1 C6 0 z 0 od U) z EL w W MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO I '+ a -MIN 0) GOURSE/80ND I I '+I -MIN (I) GOUR5E180ND L4J I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL 6ROUT GROUT BOTTOM REINF. PREGA5T LINTEL. W � a. � PREGAST LINTEL. W EMBEDDED REIN. 1`�`�-�#' EMBEDDED R NF. MB- I MB-2 rr---n 11 TOP COURSE, IF OU : k +a- TOP GR5E, IF m I LsJ i REQ'D PER ARCH. _REQb PER ARCH. TOP REIN. OR GONT. GONT. BOND BEAM BOND BEAM REIN. REIN. A5 REaD C-ROVT GROUT BOTTOM REINF. BOTTOM REIN. ---� FREGA5T LINTEL W #` PRECAST LINTEL EMBEDDED REIN. � I a• I L. W� #�{- L3�EDDED REIN. MB-3 � MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-0B/oT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 SFI6-IB/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 5. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. T ALL LINTELS ARE TO BE LOGATED DIREGTLY 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 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P13513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGON5 ® 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: VG = 2,500 p5i:....... FOOTIN65 2,500 psi:....... 5LA55 ON 6RADE (INTERIOR i EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G270, TYPE S. GMU DE516N BASED ON AG 1 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ID BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL W/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLAN5) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (T1'P. U.N.O.) DESCRIPTION OF BL06. ELEMENT 3"0.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO J015T/5LK'6. (3) NAILS 0 4" o.G. (5) NAILS a 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAILS* TOP OR 50LE PLATE TO STUD 72TRAIL5 (5) NAILS RIM TO TOP PLATE TOENAILS a 8" o.c. TOENAILS 0 6" o.0 BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS @ 24" o.G. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP 5P1IGE g NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS $ INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 0/2"0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH15 MODEL HA5 BEEN DES16NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BUILDIN6 GODS (5EGT1 ON 160q) LATERAL DES 16N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED � EXP05URE ONLY: 140 MPH - EXP. B HIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEEE I G I ENT = ENGLOSED, +/- 0.16 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION $ APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I N6 SPEC I P I CAT I ONS INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC, 15/52" PLYWOOD OR 05E3 FASTENED W/ PI 2y2"x0.131" NAILS @ 6" o.c. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W/ P3 2Y2"xO.131" NAILS ® 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 15/32" PLYWOOD OR 055 FASTENED W/ 2�2"x0.131" NAILS @ 6" O.G. AT ALL PANEL EDOE5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLAN5) I. ALL PANEL E06E5 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 T06ETHER W/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR AOD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEAR1,1ALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P521 OR APA PRP-105 WITH 33(6 SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLAN5, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL LV' THICK, APA RATED 5HEATHIN6 �16 EXPOSURE 1 055 OR PLYWOOD PEl ACCORDANCE WITH THE UL DESIGNS 5PECIFIED. Window � Door Allowable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.g P5F 16 Garage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P517 +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F mEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures Charted here are allowable pressures and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYW0005HEATHIN6 24/16, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS W/ 2 3/8"x0.113" RIN6 5HANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO 6ABLE END $ DRA6 TRUSSES W/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGINS OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 5HOP DW65. SHALL BE 505MITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 5IMP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51CVN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LE6END • ® INTERIOR BEARIN6 WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 • - -- -INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE ((;EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GORE. • WOOD FRAME ENGINEERIN6 IS BASED ON ND5, "NATIONAL DE5167N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS $ DECKS) 30 P5F ® SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® GUARD5/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED i EXPOSURE A5 L15TED R15K GATEC70RY 11 GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTE0 WITH 2x '5TUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLAN5). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 7/16" 055 FASTENED W 2Y2"xO.131" NAILS ® 6" O.G. @ E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55xlO^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" O/C OR 2 ROWS Y4"x3Y2" 51MP50N 505 5GREW5 (OR %" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAILS/SGREW5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREW5 (OR (b 3/4" TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/4" DIA. X 4" LON6 TAPGONS ® 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32 GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CON5TRUGTION NOTES • (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM W/ (1) SIMP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 5Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS W/ (2) 3"0.131 NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMING SECTION FOR MORE INFO. L3ffl seal. 40.t kabd t ,®7TATa d® 0 10 © copyright : MUL�C structural Eng �ti��, lnc. Z z ._J Fa W w z o Cn LU Q o. J ` a Z Q o H A v -'ra W� �tz � 3� O=0 9 a ; A QID J� Z a o W Y � y o ccQQ M Lt� W c tv W M a M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: ]`JjJT issue date: 01 -2 6-21 REVISIONS: date: initial: C Z d 0 U) W L- I- 0 „J LLJ ui (D Z Q d O U 0 IL ao H � (.0 Y COC� J� J sheet: SM0.0 �•�7�� seal: 38 • ® INTERIOR BEARINS WALL np 16_g12'-011 10'-011 • _ _ _ = BEARING WALL ABOVE _te r ® 4 ® A ® fAT?'F • BEAM / HEADER • 0 p:.F 6 ��- '•+ .9 _------- PATIOS AB: " • LOCATION AND EXTENT OF SHEARWALL ©copyright 'Struct f N v g AL 3 GONG. SLAB ON 12 WIDE GONG. I N 6RADE (2500 PSI , I::: • : • : • : I EXTENT OF OVERFRAMIN6 _ TURNDOWN EXTENDED I I MIN.) w/ 6x6-W1.4xW1.4 z o MIN. 12" BELOW 6RADE I I MESH OR FIBER MESH o • ---INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT °U o ON 615% GOMPAGTED o I = Z o — I FILL OR VIRGIN SOIL. — INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) cU rn z I a 2 Irq HVAG J L METAL HANGER - + < SD -I ( 5D-I 3 Y2" STEP 5D-I I UNIT INDIGATE5 P05T ABOVE. PROVIDE 50LID Z = E o BLOGKIN6 UNDER P05T OR JAMB ABOVE. o. o�Ei F---------------- — I------� --� REFER TO5-0.0FORT"rPIGAL mE 2 8 6 2 II -10 STRUCTURAL NOTES SGHEDULES � J Z -0 g =o 0 5.6.D. REGE55 PER I W o MANUFAGTURERS I N oe M a • I INSTRUGT�ION I 2 5D-I I I I ' M&K project number: I 068-2001 1 I project mgr: J S B drawn by: MJT issue date: 0 `I -2 6-2 1 m REVISIONS: I I date: initial: NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL o I LOCATION DIMENSIONS. I o ICU I L__-----131V211 STEP------ —� I • 4 : 4 I o I 0 5 � I 3 Y2" STEP 5D-I m I • LL ED \ 1 I n 6ARA6E SLAB: 5D-I I I 3 " GONG. SLAB ON 6RADE Y2L I J..J z (2500 PSI MIN.) w/ 6x6-WI.4xWl.4 3 Y2" STEP — ~ I n I� N �. MESH OR F I BER MESH OVER 6 Ism 0 _ . - .� _ . _ _- I MIL. POLY ON Q5% GOMPAGTED I � I O(n FILL OR VIR61N SOIL. I 6 I 5D-I I I � L----------1 0 SD -I -- ' a co 'd (D W . n O z r'1 2 V1 J J 5D-I sheet: 5D-I 20'-011 181_811 II CJi"•AE FAN SCALE: 1/4"=I'-0" (22x34 SHEET) SCALE: 1/6"=1'-0" (IlxI 1 SHEET) Fmi,,o I t— %n r _I T— I I I I 4'-6" 5'-1 1/211 V 5'-01/211 v 6'-211 v 3'-211 v 4'-61 1 4'-211 MB-1 MB-1 MB-1 O i 1!� I O — I I ' NI O i 1 r 1-011 161_011 I_011 51-211 31-211 51-011 4f Of 20'-0 11 5'-411 151-411 BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • _ _ = LOCATION AND EXTENT OF 5HEARWALL -771 I: : :I EXTENT OF OVERFRAMIN6 a.—INDIGATE5 1/8"A" SAW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (SEE NOTES) .0 L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. MASONRY LINTEL PETA I LS REINFORCEMENT MARK 0E5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F&-013/OT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 MB-4 DRFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE 6RADE b0, fy=b0 ksl b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE 5GHEMLE AND 5PECIFIGATION5 FOR ADD'L INFO 'I+L— MIN. (1) COURSEWND I ' — MIN. N COURSEWND L21 I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL v _ GROUT .•'; -: ; 6ROVr BOTTOM REIN. ,�„ PRECAST LINTEL W i PRECAST LINTEL Wi--C4 EMBEDDED REIN. 4 —'�—t- EMBEDDED FEW MB-1 MB-2 rr---T, TOP COURSE, IP �— TOP COURSE, IP I LQJ m u I L2 i i REQV PER ARCH. I I READ PER ARCH. TOP REIN. OR CONT. CONT. BOND BPS BOND BEAM REIN. REIN. AS REQ'D GROUT GROUT BOTTOM REIN. BOTTOM REIN. PRECAST LINTEL W PRECAST LINTEL . i EMBEDDED REIN. @'BEDDm REIN. ME-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES seal: 9 Tod E ? 5 ® (��° a" . ORID P 4,,, O copyrigh�,t�A �� na \\ ac0 Z J� w w Z c C-0 Cn z w a J Q Z= rr .n Q� . c Wcn mLZ Jz LLI I= �CD y LU m` C N M&K project number: 068-200 1 project mgr: J S B drawn by MJT issue date: 01-2 6-21 REVISIONS: date: initial: d Q x 0 LL W � z Q � z 0 W d O I-- Q. 00 '< U) 0 aZ�e �M 12 J J sheet: ®.�s��e�eme�o�miinumwimn�,nmsnnrmmn�,.e>e®immnec SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (IlxI1 SHEET) FoA2.0 M REAR LANAI DROPPED BEAMS: (2)2x12 W/y2" 055/PLYWOOD L7TWK! M -/G /NM /1C � 1 EN DROPPED BEAMS TO L7/1GTG L7CI7 r1Tl I I /Gt"1 'l /NI7 /1i '1 1 L I I 11 1. 1 L I J 1 1 1 • V I ✓ I LL VkD� v I`W < m I �Q 5D-2 I D- — — — — — — — — — — — — — — n DROPPED fi BEAM I V✓ I J I L IN L 1 L V/ ✓L L I I I . V I L 4x6 P05T W 51MP50N ABA46Z BASE LU (TYP. OF 2) ta, w — — — — \ / / \ / 20 SD-2 HIP GIRDER TRU55 51MP50N HUG412 FASTENED BACK TO GMU BLOCK w/ 5IMP50N TITEN SCREWS LL v I MAINTAIN 24" O.G. 5PAGIN6 OVER MEGH. GLOSET \ \ I \ HIP GIRDER TRU55, / � I � I I I I I I ! '0 2 I I I I I I 5D-2 � I I I I I / / \ I w FL LL- \ HIP 61RDER I\ TRU55 HIP 61RDER TRU55 \ \ E LL- LL / \ J j f y LEOENP nuunun � � • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • m LOCATION AND EXTENT OF SHEARWALL I: :I EXTENT OF OVERFRAMIN6 • ° — -- —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. R00� FRAMING PLAN ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYW000 5HEATHIN6 24/1( EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6A13LE END i DRAG TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKING ALON6 PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA d TPI'S BG51 I GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"0.131" NAILS ® 16" O.G. UF117 CONNECTORS BEARIN6 CONDITION TRUSS CONNECTOR LEN6TH < 15' 5IMP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 5IN6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS GONSTRUGTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT GONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-7-I(9. ALL UPLIFT GONNECTORS AND LOADS PER THIS DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES d SCHEDULES cz z_ Fc w w Z c co Z C" w� oa.. J Z= .o Q� U cr_ W 4 W M � 3: m Q. o mi SD W o � c y W m` of C cr) a 7 M&K project number: 068-2001 1 project mg r: JSB drawn by: MJT issue date: 0 1 -2 6-2 `I REVISIONS: date: initial: sheet: 3 SD —2 SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: I/&"=1'-0" (IlxI 1 SHEET) a FILLED CELLS (SEE PLAN) vM1<^vc TOP VIEW ®CORNER 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID F —1 GONG. OR PAVER GARAGE WALL z DRIVEWAY BEYOND _ 6ARA(5E SLAB (SEE PLAN) d< e .°. H' 16"x8" THICKEN; E06E W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 8" WIDE GONT. GONG. CURB w GARAGE 5LA13 > F(5EE PLAN) e � —III—III— III —III —III I11=1I1=1I1= e l l=ll I I� �I I I� 111=fii--(I) #5 DOWEL W/ 6" HOOK AT _ I I I I=I I I-1' ALL VERT. WALL REINF. 1 I I=� III=III = III I' (SEE PLANS FOR LOCATION) I �=III—III—III—I _ GLEAN COMPACTED FILL o q5% I'-O�' MONOLITHIG FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 CONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FTC. 5HALL BE 1'-4" HIDE w/ (2) #5 BAR5 G t6l CURBDETAIL 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. ''=1I 1=1I I-c� 1=1 I I P. III —I 11=1I I —III_ ' III —I I a. I I=1 I I —III —III I- I- `' —I II I I M 11-I I I- _ =1 m III I I a I I —I I I-1 I I- � I I I I I -_-_-_I I I � I I I I I; m� II II III —III —III III— MONOLITHIC I „ II I MITII11 �,1 GLEAN COMPACTED IIII— FOUNDATION W/ (2) #5 FILL A q5% STANDARD I'-O° GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED HHERE 2ND STORY HALL OGCUR5 DIRECTLY ABOVE THE 8" GMU HALL SHOWN, FT6.5HALL BE 1'-4" HIDE w/ (2) #5 BARS EXTERIOR OUTSW I NG I$ 56D POURED SILLS DETAIL i d c a 6RADE III=1 _ _ _ II—III- -1 -.'I 1511 III —III < —I I I —I I I- III=1 I 1=1 . III —I I- R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) -(1) #5 DOWEL NV 6" HOOK AT I_ ALL VERT. WALL REINF. GLEAN COMPACTED (SEE PLANS FOR LOCATION) —/ I I� �, I I I I I I I i I —III � I 11= ' —III..-1i FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -O H/ (2) #5 CONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OCCUR-5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FTC. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 PODT I NG SECTION W/ 15LOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLAN5) e 9 III—i I i—III—I I i, ; I i' ''=1 11=1 1 1= r� 1=1 I I e. III —III —III —I 11- III —I III — I I a I —III —III —I I- ' —II- ' 1=1 m III I I a 11=1 11=1 I I- 1�1=III- II—III=III=III=III—''' MONOLITHIC GLEAN COMPACTED III =III-1 FOUNDATION W/ (2) #5 FILL o q5% STANDARD I'-O" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" HIDE W (2) #5 BAR5 ENTRY DOOR DETAIL 6 SCALE: NTS PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. (DIHICKENED EDGE DETAIL SCALE: NTS 8 GMU BLOCK > "' (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER %" FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI 7T, (SEE PLAN) SLAB OR PAVERS (SEE FLAW Z d a° �I—III—I � I —I I I —I I —I 16 I e ' 1=1 rk I I _I I —III—III—III=1 i' ExP JOINT —' —1II m 1111 l l i 11=1 I M I I 1-1 1) #5 DOWEL W/ 6" HOOK AT ' I III-1 I I-1 I I-11 1111 11111= ALL VERT. WALL REINF. -1 1I—III—III I (SEE PLANS FOR LOCATION) GLEAN COMPACTED I —III -III — FILL o q5% ,� MONOLITHIC FOUNDATION STANDARD DENSITY I -� H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. SIDE OF 2x45 0 16" O.G. Y2" J-BOLT5 6" FROM EA. y END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) ua STUD PLATE TIES PER d PT BOT. PLAN o STUD TOP d } PLT. BOT. a .: °'O tr a e (2) #5'5 GONT. H/ —/ „ 3" MIN. CLEAR S 8 UPLIFT CONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. NALL NHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. 6ARA6E STEP DOWN DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID Tz q� L O _ BADE ' III=III=III=III= 0 GLEAN COMPACTED R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) °G a,. a e Iil—ICI—I�I— I—III—III—� a° 11=III=1I1-1II- a = PVG GHA5E SLEEVE TO BE I—1 I 1=1 THIGE THE DIAMETER OF =1 � I�� I I I I � 1111 PROTECTED PIPE FILL o 15% �— MONOLITHIC FOUNDATION STANDARD DENSITY I I I -O W(2) #5 GONT. ON GHAIR5 MIN: WHERE 2ND 5TORY HALL OGGUR5 DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" HIDE w/ (2) #5 BAR5 GH�SE DETAIL 8 SCALE: NT5 seal: 4.. e au f PAT klo _ 0 pp A gg 55qq 07 © copyright: MIJAivI1qfqLfl � Structural Engineerilrlc. LD Z J� w w Z_ IN co Z w a + w a� Q Z= � Q� W �- C� T _J °° E �z Mo DW G Y c y M LY c N C co a AV M&K project number: 068-2001 `I project mgr: JSB drawn by: MJT issue date: 01-2 6-2 `I REVISIONS: date: initial: sheet: Q 0 J LL W � z L1 'a 0 W z J O � a 00d (0 Y Ca � J SDm 1 SCALE: NTS PROVIDE 5OLID 5HIM BETN'N TRU55 4 GONNEGTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM GONNEGTOR. NHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 9/e"x0.113" RING 5HANK NAIL5 6" O.G. LUx =4 %n 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU NALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 5EE UPLIFT GONNEGTOR — 5GHEOULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 8" GMU BOND BEAM - N/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 I SECTION SCALE: TRU55 OVERFRAMING PER PLAN 20 SECTION SCALE: 3/4"= I'-0' 2x6x12" OR 2X8XI2"P.T. GENTER BUGK DIA. ANCHOR 2X4 P.T. TOP 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT HALL REINF. TO EXTEND INTO BOND BEAM ROOF TRU55E5 PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EAGH TRU55. VERT HALL REINF. TO EXTEND INTO BOND BEAM OF OPENING 2X6 OR 2X8 P.T. BUGK EAGH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EAGH DOOR BRACKET, EACH 510E OF DOOR. PROVIDE I Y2"xWe' THIGK HA5HER W/ EAGH ANCHOR (15T BOLT TO BE 8" MAX ABV. GURB RE5T EQUALLY 5PAGED APPROXIMATELY 24" O.G) START BOLTS AFTER GARAGE CURB (8" MAX) BUCK DETAIL (D.LA�t6�ED�OCIR PROVIDE SOLID SHIM BETH'N TRU55 4 GONNEGTOR IF TRU55 LOGATED LE55 THAN I YY FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING 5HANK NAIL5 ® 6" O.G. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 2x6 FA5GIA -5EE ARCH REINF. MASONRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. GONNEGT EACH END OF MASONRY LINTEL TO TOP OF PIER/ HALL W (1) #5 BENT DOWEL w/ 24" LE65 TION(DIEd 3/4"=I'-0" VALLEY 5ET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FA5TEN EAGH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CAL OVERT RAM I NG CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM — f—GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MABONRY P1ER DETAIL E: NT5 TRIPLE WINDOW SIM. LSCAL. PROVIDE 50LID 5HIM BETN'N TRU55 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. INHERE TRU55 15 GREATER THAN I YY FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOGKIN6 IN EA. TRU55 BAY W 2 Y2"xO.131" NAIL5 ®6 O.G. ROOF TRU55E5 FASTEN EA. 2x4 BLOGKIN6 IN EA. -5EE PLAN TRU55 BAY TO BOND BM. N/(4) HILTI ON112P8 PAF's FA5TEN EXTERIOR 5HEATHIN(5 TO I- 2x 5LOGKIN6 w/ 2 Y2"x0.131" NAIL5 ® 3"O.G. — UPLIFT GONNEGTOR PER 5GHEDULE 8II GMU BOND BEAM w/ (1) #5 BARS GONT. VERT HALL REINF. WREINF. GMU WALL -5EE PLAN FOR VERT. TO EXTEND INTO BOND BEAM if HORZ. REINF. 5PEG5 P �R/ETR01=1T DETAIL &!IdIs IF � N ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED GELL TYP. CORNER VERT. )HALL RE I NPORC I NG DETAIL SCALE: NTS 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TN15T STRAP. FASTEN STRAP TO GMU W (4)Y4" DIA. x 2 Y4" LONG TITEN 5GREH5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU W (3) Y4" DIA. x 3 YY LON6 TAPGON5. FASTEN 13LOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAIL5 ® EA. END. ROOF TRU5 -5EE PLAN (2)3 Y2"xO.131" 8" GMU BOND BEAM vv (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. HORZ. REINF. 5PEG5 BY HINDOW/DOOR MANUFAGTURER i 5HANK 2x4 FLAT BLOGKIN6 ® 16" o.c. FA5TENED TO BOND BM. w/Y4" VIA. x %" TAPGON (2)3 Y2"xO.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM �} BEGTION NOTES: I. 2X PT 6UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF NINOOH/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROH OF WWX4" TAPGON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUGK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL GONNEGTION OF NINDOH/DOOR TO STRUCTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X HOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUGKED OPENING, U5E (3) ROH5 OF 3"0.131" NAIL5 5TAG6ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL HOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) ROH5 OF 2 Y2'x0.131" NAIL5 ® 16" O.G. FASTEN HINDOH/DOOR TO 2X PER NINDOH/DOOR MANUFAGTURER'5 5PEG5. W I NDONDOOR BUCK DETAIL SCALE: NT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR 5EE TYP. FOUNDATION DOWEL, BLOW OR BRU5H GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN IN5TRUGTION5. HERE FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'6 I SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. I - 30" LAP 5PLIGE I I o I I I I GRADE I f =1=1=1 I=1 IA41= I�I- ITTIII111lll.101 IY� 4x6 P.T. P05T PROVIDE (I) #5 VERT. BAR TO BE 51MP5ON G520 LOCATED PER PLAN STRAP ON EAGH IN GROUTED GELL EXTERIOR FAGE OF P05T, q" MIN END LENGTH DROPPED BEAMS PER PLAN a M I SBED DOWEL RETROP I T DETAIL SCALE: NT5 SIM. ® GMU STEM POR DROPPED 6RADE REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 3/4"=1'-0" seal: ' M_ ATE e 64 © copyrig}rE6'�°I Stru I ring, nc. aCD z z JLU W LU z c C.0 M w C CD Q ZF I— A U d- , Zz t E W� Cn Jz C� W ,y p o CA ` m W o N C M a M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 0 `I -2 6-2 `I REVISIONS: date: initial: r • 1 LETTERED DETAILS ARE T'i'P I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SD2 r-- 9 •