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HomeMy WebLinkAbout6801 Shelby Lynn WayABBREVIA'T'IOleiS 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 31-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 i CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND Bur �sD 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 WpW WINDOW LT LAUNDRY TUB > vn a 1`1/�l1 a n TM Comp-,anies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE .ASPIRE ELEVATION "B" 6801 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 020 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: ELEVATION "B" 1 ST FLOOR 1131 SF 2ND FLOOR 1535 SF TOTAL A/C 2,666 SF ENTRY 41 SF GARAGE 453 SF LANAI 120 SF TOTAL UR IF 3,280 SF 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 SPRINKLF D: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A-1.1 FIRST AND SECOND FLOOR PLANS A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-4.1 STAIR & DETAILS A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS WP2 WATERPROOFING DETAILS E-1.1 FIRST AND SECOND FLOOR ELECTRICAL PLAN P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMING RX SHA Ct iP, y -7RFVAILING S-1.3 ROOF FRAMING PLAN CODES F1-0O `I °' ' N l 1!0 LEC >>_ " a 3 i- �,. � 1.. �"L.r .� SD-1 FOUNDATION DETAILS ND" THE-C17 1. HYPHILLS SD-2 STRUCTURAL DETAILS QRDII� CE SD-3 STRUCTURAL DETAILS REvl5-w ATE, .1 PBSB-1 STRUCTURAL DETAILS CITY IILAN mwo- IY W � o°F >� Q0 W cl coUw W ¢�wF-- _a. � > J 5IzcrIt Y 0 I— z ,6 u_ 0 0 z z z ~ Z J Q uja- m J C p O �2zu_(n U Q Z p �rz 0 0 U � Im w O c� W 0 U) Z 0 r..r W w >J w MEMO 0l< ~ u w 0 O_ U W 0 U) O� � G �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET cs I 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 SEPARATION PROVISIONS 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 ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT TH E 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 E136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE 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. 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. rIA0Af±C0. R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OMOBILES 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. R310.2.2 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 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 IS LOCATED LESS 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 TO 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). RISER R S SHALL BE VERTICAL C O 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 11. 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). GUARDS: R312.1.1 WHERE REQUIRED GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS RAMPS AND LANDINGS, ( 762 MM THAT ARE LOCATED MORE THAN 30 INCHESRED ) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R312.1.2 HEIGHT REQUIRED 3UARDS 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 TRIANGULAR 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 (O.G.06 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESSTHAN INCHES 1 2 MM HALL PLACED 6 C S 5 S BE ACED BETWEEN THE CONCRETE FLOOR SLAB AND T E ( ) C 00 S A 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 R702.4.2BACKER 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 APPROVEO 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 MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE 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 Ml502.4.5.1 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 OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR E BR ADHERENCE TO APPLICABLE BUILDING CODES SHALL B OUGHT 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 THE 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. Ir w Wz0� wLuZO >cc¢O W:0E- CC (D ? � W W W D-cj)W 5 Ir 1= tr YOHZ ,O U- O O cn Z Z Z ~ Z Q - J Lu IZ = cc _3 7- �I-¢Z� O N =c Q o Q 0 0 0 u cn O w Go 0 o Z 0 0 I w ui w U 'Q w O. X z O U W C U Z- O I.Q � wZ G aaaaa i i i COMMUNITY; LINKS A CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET i CS2 i Z u z 0 J z D z r Q n z r z n ri D z n z 5 L ji n z n D r r L L r L r D 7 x OWNER'S SUITE I U 06 I CL �� 8'-0" CLG c I :. � 15'-31' , 3, 5v-32,1 1 02,E 213 CV MATCH TO WALL BELOW 10'-5,, " LOW W, 9 cs 11 -IN BRK it) OWNER' N o j BATH AV TUB PER ---- - ---- �. COMMUNITY '- 0 0 SPECS I - R&S 4IN t - cal roe HALL 5'-5" BATH = O --- 8r0"-LL� r0) N1'-71„ 2 o � CV �6'ip I Z °, g OS la ;- WIC ao i O ----I _N *� 8'-00'' `-CG j� 1, c=r� (Di i� 2��� i� ;�'; I Ig m I I I IATIACCES I °C _ L I I I T - 4 12' SH M R&s L I .7'_22�� 31_9211 7'-02" 5'-32„ 4'-0" _F__+16R = DN (.0XFER HALL RAG — - rIN t I I cv) GRILL 8` 0 _a_� 2'-91" I LOCATION 2 ,- Ij 5 I ' 3'-11 " R&s �. Hu oNER — N r AND rGRILL , OTAFF CL 1 BEDROOM 2 8'-0" CLG 12'-5" 3 SIDED ACRYLIC SURROUND XFER GRILL WASHER BOX - r---- -n� LNDRY i�fn I m '-0" CLG 10 . Lo --- -u ID �II 8'-5" 11- NiI RYER VENTfQ--- 1 R&S -- 1 -- co a - - BR3 WICI co 8'-0" CLG I J ADD ' ' OSB T 5 74 ��� o / MECH. C L.Q 3'-12 SECOND FLOOR PLAN SCALE: 1/4"=1'-0" O N Lo I � ol 40'-0" 16'-8" 12'-0" 61.1 11 Loll I 611 STUCCO WRAPPED - - - - - - BEAM t7a T-8" o a : I STUCCO WRAPPED Lou op Q °° 4X6 POSTS a 10, o LANAI Om o - v 8'-8" CLG. U m p) � i MOISTURE RESISTANT i co DRYWALL CLG. 12'-0" 14'-0" 8'-0" (2)25 SH 6068 SGD TEMP m 27'-0" GREAT N ROOM Lo 8'-8" CLG T 2);4 STUD V IALL & SOFFIT BELOW STAIR W/" CYP. BD. 6'-511 4'-4" 71-911 3'-6Al' CV L (2)2X4 WALL b 42" LOW WALL 116R 81_011 I I I 1 I I I I I I I i I I I I UP LINE OF_' II I I I I I I I M I I 1 3" IN RLI I I FLOOR ABOVE �N �N 1 I I I r STORAGE �3'-011 I I (4)12" SH *-iN �J LWC r BATH a� rr 131 -7111 FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 11'-4" Am 11'_8„ - I I I I 0 T 1IfI ' I DINING i i AREA III I I 8'-8" CLG �i = 9110 Lfj r 0 r �I O�II to ° I, r OTO I I I I III Ni I I BRK \ 3i 2 8'-1 " I I 8'-611 91_8-L" 2' REF. KITCHEN WA ERLINE T IN 8-8i✓� '" F--- IOPT. co ---� i+) PTRY r IREF I �- -^ N WH ---- I----- �X BOLLARD PER BOARD 3'-11" COMMUNITY ON GARAGE SIDE SPECS. PROVIDE 2868 SC W/ INSULATION AS SELF REQ'D CLOSER CONCRETE rM CURB 0 ME - co 0 ,CV^ Y / A-5.1 LEGEND SYMBOLS A BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM N J STAIR CALLS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING 1 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 OB INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED RZS (c� 16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1' 2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWG3 N WD.BASE MOLDING FINISH FLOOR IS FIN 11 F OORI A I SUBFLOOR LLI Lu Wz02: wujz0 >oCQO W ❑I- u)0WW Lu a F- > J Z) Iz 1 0 1- z ot$LL000) zzzp:z W CL _j U) 0 Q =ZLL(n � Q Z ❑ o �i ¢ rz O .9-1 0 0 � A u Z o 0(n U Z 0 w a � 0 Z � 0 0 w 1=0 0� U wo w 0 x Z O U) W 0 U) zw 08 W IZZ aaaa� COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET Al.li z jj n z C z r ^D J 7C z z Q r D Y D z Q z 2 1J J D r r n IDE 'CO )ECORATIVE :OAM iHUTTER )ECORATIVE :OAM iHUTTER IDE NCO D (+1) WINDOW HEAD & SILL DETAILS SCALE: 3/4'=1'-0" 22"X34" SCALE: 3/8"=1'-0" �111 "X17' ) GARAGE HEAD TRIM DETAIL - SCALE: 3/4"=l'-O" 22'X34"� SCALE: 3/8"=1'-0" �(11 "X17' ) r� N T CM p'-n„ �Amll FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" 22"X34"� SCALE: 3/8"=1'-0" �11 "X17' ) In IN ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 5:12 0 co 6068 SGD REAR ELEVATION SCALE: 1/4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER -- COMMUNITY SPECS (TYP.) FOAM LOUVER 6" FASCIA (TYP.) 4" WIDE STUCCO BAND (+1) IT.O. WALL T.O. WINDOW 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+l) SECOND FLOOR_ _ T.O. MASONRY T.O. WINDOW 4" WIDE STUCCO BAND (+1) —� N. FLOOR BADE FRONT ELEVATION SCALE: 1/4"=1'-0" 12 5 5:12 0 tt— 12 5 12 5 1 '-0" FIN_FLR. a z a m O U U D O PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE :r. •o:: ^; �a c:,,^.,�; •....,; s t�.'• .S.•.•..:'t•::•q . 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. 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) cr- W > = IY � 0 >. >o a0 W 1-- c�UWw < w l— _ I J � CL U) cr It °tSZ�zW w�¢2-1 2 cc — �U)C)0Q = Z LL U) �I—Qz0 n O N O � Q H 0 0 z O Im w 0 mi w 0 w z La IL m< Z w 0 0 a z LLO 'Q O rL U U) W 0 z O d � o COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A2. 'I cn 2) z Dd V) z i :n L 4" STUCCO RIGHT ELEVATION SCALE: 1 /4"=1'-0" LEFT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR 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. 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) cc W _ CC �0>.F- >o <0 W C) cc cn C) W w Q ::) W_ � _ F- J > � Ir Y 0 H Z LL0_Oc/) z z z ~ Z w -i _ < -i CL 2 cc a �C000Q = Z LL U) �cn r N Cz (� n Q o Z H O O � o 0 I w W w a"MEN w a� A OEM" U) w O x z >! cn w 0 En o� �o zzaaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A2.2 LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 115 SQ. 1N. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 1 18 LF. 13806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1611 SQ. FT. 773 SQ. IN. UPPER VENT 40% NET VENT MIN. 309 SQ. IN. UPPER VENT 50% NET VENT MAX. 387 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 414 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 63 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 CORIN'ICE 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. UNDLRLAYMENT 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" Ir W 0 CC wz0= O WowC¢0 C, F— cnUIr ww ¢�wF_ _ J > � r Y 0 F— z ,d LL 00 c/) z z z Lu ~ Z J W 0— = IL cA p O CU =ZLLcl) �F—¢z0 QQ (Y C r` O � Q Q 2 0 0 0 l� V 0 MJ Z 0 a 0 � 0 w 0 w ammmm m< w 0 x z o_ a cn W 0 1n 04 ro Z aaaaa COMMUNITY; LINKS AT CALUS SPRINGS ! PLAN # 6103 RELEASED: 02/04/21 SHEET A3.1 O z w tr Q U) c0 z Q fr 0 06 U) z g CL W z Q 0 0a U) z CL w U) W SKIRTBOAF PER SPEC. WWI P PIA/A I I n PTA I SCALE: 1 "= 1'-0" STAIR SECTION SCALE: 1/2"=1'-0" (22"X34") SCALE: 1/4"=1'-0" (11"X17") AT FOOT OF STAIR IY w } 2 cl: �001=- > = < 0 W :D 0 Q��� cc w J U) W w w z z z P: � J Q Z Jan❑OU ❑2ZLLCn a?o o a O O O U O � o � � w 0 ca w a "Q w O z 0 U 00 w O 0� �o IzZ aaaaa COMMUNITY; LINKS A CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A4. I z z Q 0 z x n z g Z Q x J) z J 3- JJ 'n 1J z _n 3 r r i C r 3- r O z Q 00 ao 1 A-5.1 12 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5 PRE-ENG. ROOF TRUSSES (SEE �I FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. T.O. WALL _ T.O. WINDOW SECOND FLOOR r.O. MASONRY r.o_WINDOW _ FIRST FLOOR GRADE 00 0o HALL BATH FLO R FRAMING SEE ST I UCTURA I DRAWINGS KITCHEN CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. , BUILDING SECTION T.O. WALL _ T.O. WINDOW SECOND FLOOR r.o. MASONRY r.o. WINDOW SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) L. �4 12 5 HALL BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS INSULATION PER ENERGY CALC. TYP. BOTTOM OF LINTEL 2 CAR GARAGE @ 7'-4" A.F.F. i al 2 A-5.1 i 12 5 i PRE-ENG. ROOF TRUSSES (SEE ' FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. 12 5 2X8 WALL �� ,� � � ' BR 3 HALL /�JIECH WIC 42 LOW WALL FLOOR FRAMING ' SEE STRUCTURAL ' DRAWINGS ` e ° GREAT ROOM CL , BUILDING SECTION SCALE: 1 /4"=1'-0" INSULATION PER -� ENERGY CALC. TYP. 2 CAR GARAGE IDO CONCRETE TURNDOWN"SEE I� STRUCTURAL DRAWINGS, TYP. EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS x W Lu LUZ �00E- >owC¢0 woF- CC (nvWW WQ = Q~ J (/) LU LU li cr iY �1 0 — Z odILL 00C/) Z z Z ~ Z cc J Q J WD-2x� - = Z O� �F-Qzr� ilt N I �o Q co O Q 0 U z 0 0 low 0 U o w U) z w w 0 E j w 0 X z >! U cn w 0 tn O� rno wII<Kl<1<11< Z COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET i AS. I i SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED __ = LATH OVER BARRICADE PLUS WRB ®® ___ (OR APPROVED EQUAL) BENT METAL FLASHING - REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD jdK TOP OF PLATE (REFER TO ELEV.) INSULATION AS ? PER SPECS. 2X ALUM WRAPPED FASCIA PRE-ENGINEERED WALUM DRIP EDGE GABLE END ROOF _�%BD. SOFFIT AS PER SPECS. TRUSS - REFER TO STRUCTURALS HURRICANE STRAP EACH END OF 1/2" (MIN.) CLG. BD. TRUSS - REFER TO STRUCTURAL TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL ROOF SHINGLES OVER ROOF SHINGLES OVER 15# ROOFING FELT 15# ROOFING FELT 12 12 SEE ROOF PRE-ENGINEERED ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. ROOF SHINGLES OVER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER 15# ROOFING FELT TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. PRE-ENGINEERED ROOF HURRICANE STRAP EACH END HURRICANE STRAP EACH END TRUSSES AT TYP. 24" O.C. OF TRUSS - REFER TO OF TRUSS - REFER TO 12 BOTTOM CHORD VARIES. REFER STRUCTURAL. STRUCTURAL. SEE ROOF TO TRUSS MFGR. DRAWINGS. TOP OF C.M.U. TOP OF C.M.U. PLAN ! (REFER TO ELEV.) __ __ -io(REFER TO ELEV.) I HURRICANE STRAP EACH END SEE 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA OF TRUSS - REFER TO ! ELEV. BD. w/ALUM DRIP EDGE. BD. W/ KNOCKDOWN ELEV. BD. w/ALUM DRIP EDGE. STRUCTURAL. ______ 1/2" (MIN.) SOFFIT PER SPECS PLASTER FINISH SOFFIT PER SPECS CLG. BD. SEE STRUCTURAL TOP OF WALL (J" TYPE 'X' GYP. BD. SEE STRUCTURAL PLANS (REFER TO ELEV.) TO BE PROVIDED PLAN INSULATION PER WHEN LIVING SPACE COMMUNITY SPEC. SEE 2x6 ALUM WRAPPED FASCIA IS ABOVE GARAGE) SEE ENERGY CALCS. ELEV. BD. w/ALUM DRIP EDGE. 8" CMU BLOCK SOFFIT PER SPECS W/ CEMENTITIOUS 1/2" (MIN.) CLG. BD. FINISH (BEYOND) HEADER PER STRUCTURALS 8" CMU BLOCK W/ CEMENTITIOUS FINISH WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED —1 FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD —EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURAL PLANS J, TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT TOP OF CMU (REFER TO ELEV.) AK TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION - SCALE: 1/2" = V-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" 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. EXPANSION JOINT SLOPE GRADE AWAY DRIVEWAY PER COMMUNITY FROM HOUSE GARAGE SLAB, 4 SPECS SEE STRUCTURAL PLANS SLOPE SLOPE FIN, FL. I SLR. 401-0, H FIN• FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-O" ATTIC OR SECOND FLOOR LIVING SPACE GYPSUM REFER TO PLANS GYPSUM BOARD BOARD z I I IL 3 1/2"" GYPSUM r IL GARAGE � BOARD I i � I L-----J NICHE FOR — ELECTRICAL I � L PANEL & f- WIRING N 4-ELECTRICAL � PANEL ELECTRICAL I PANEL 3 N EXTERIOR I I CO co I CMU BLOCK WALL 1, - CONCRETE N CONCRETE 41 1'-6" r CURB REFER TO PLANS CURB REFER TO PLANS I VERIFY PANEL DIMENSIONS PRIOR TO Q4 . _ SLAB ON CONSTRUCTION. GRADE GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" T.O. M z g IL cc w (L cV zn oil `—FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION O 7107 .* e ATE IFr.,' ® 0 °. m ®®fJlili6tD����� tY W } 2 IIr �00� } >OWG¢0 W C) F- cnUWW W_ ::) (r V 0 f— Z ,d LL 0 0 U) Z Z Z ~ uj Z IIY J Q J W (L=irD- = Z WO U) �1-QZO •��Zcz , n cz � C O � a Q 0 0 0 U �i r� z O LL� Z O U w 1=0 w MEMO a, a U) m< w O 1: O_ U U) LJ ID cn Z O� rn o Z aaaaa i i i i i i i COMMUNITY: LINKS AT CALUSA SPRINGS ! PLAN # 6103 RELEASED: 02/04/21 SHEET i A5.2 i 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED I 1 LATH WALL I _ SHEATHING j I 7/8" 3-COAT I� I STUCCO Lo SHEATHING FLUSH WITH BLOCK WALL MID -WALL WEEP SCREED/EXPANSION JOINT 6" SELF ADHERED FLASHING 5/8" 1 CEMENTITIOU i COATING BUILDING FELT ON TOP OF K CONC. BLOCKUNDER FLOOR MAINTAIN 1/8" G MEMBERS BETWEEN SHEATHING TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT. (EJ) AT FRAME & MASONRY SCALE. 1/2 = 1 -0 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ $" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS " TO 1/2" GAP MIN, , i i TYPE "M" CONTROL JOINT (CJ $" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING "L" FLASHING SCALE: N.T.S. kV` 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 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 WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 7,, MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING $" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED — SCALE: N.T.S. STEP 1 FOLC N FOLD INWARD @ PT. A STEP 3 V—'V� FOLD @ 770 STEP 2 45° FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A FOLD INWARD @ PT. A FEB 0 3 CREASE @ PT. B CREASE @ PT. B CREASE @ PT. C CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE®. ° a wA `^4 v / a ® a Tom. IONAL x W } 2 � 3: 0 >. >oCQO W �pF— (gUWW Q = W_ ~ _ > J � Ir Y O F— Z LL O O cn zzz�_z w J Q 2 J W a 2 cr O- 3 CQ 0 Q = Z LL U) �F—Qzp cz,Q� C 0 0 Q 0 o Z 0 1■�I 0 U) 0 i 0 J o w , ww w A a, w1 o x` z c z 0 F f U) W c c c c Z 08 < � n < F �Z QQQQQ E c c c c F c u c L c u c COMMUNITY: ci LINKS AT CALUSA o SPRINGS j PLAN # 6103 u RELEASED: 02/04/21 SHEET C L d GYP~ I 2e i c ME WE ME X 77' "f 7`,777.77 'w mw mw m r - ---r: —f- 7 WRB INSTALLATION SCALE: N.T.S. � -1 N-1 ,e, wind d -w SEAL Mr)(ZM OF P.T. XA/r)n BUCK TO MASONRY 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 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. b"M " �- Barricade Sill Corners Barricade Conform Stretch 8ble Flashing R i, I WOOD OPENING WATERPROOFING. SCALE: N.T.S. Cr Lu Cr Lu Lu z 0 m 0 >. �- 0 Lu Z >oCQO W 0 m Lu C)n ( C) z! w > —j u) LU LU —j Z) LL y 0 H z LL 0 0 z Z Fz C/) LLI < U) < —j < w CC Cf) C) 0 y: z u— U) < u 0 MEMO O LL. O U) 0 0 0 .j I 0� w w w w a, U) w 0 3: z z 0 u U) w z 04 W ing a 6 —F Z F<T< . COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET WPP2 z _u J) z ji ji 7) _u z z -Ij 3L 9: 1 z z J) z 7) ji _u if 2 D Z z z z D r FA ADD BLOCKING SCALE: 1/4"=1'-0" r �� ADD BLOCKING BEDROOM 4 3-BULB FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 20 AMP DED. OUTLET FOR HOOD/ OPT. MW HOOD - RANGE FIELD VERIFY METER 2" PVC CONDUIT 2-2/0 COPPER • OR COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE i ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY i DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH -�- KEYLESS LIGHT FIXTURE -�- CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ow VAPOR PROOF LIGHT FIXTURE *Pc LIGHT FIXTURE WITH PULL CHAIN 96 FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION 0 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) (p ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 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 Ir W } 2 IY z �0OH LLJ } >oWCQO W 1-- �� ¢F WQ w J Cn LU IY x cc �101-z z z z yj ~ z_ iY J Q J LU CL _ tL :=ZU-U) H Q z ❑ � QQ n o N n O H 0 l� V ova �oJ O �WU l� 0=0 V1 1 � O WJ U Z = w w i w amoo ! U) a w Oi � , o O� z f c i c z O_ f F lz U) W U) O� r G Z <I a a a a COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 w x O w w 0 r a w O 0 z c� } a O U F- w c w 0 w c J w n. x w O z +-ICE (M 00 T SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" d IIr W } 2 IY LU LU000� } >�Q0 LU LLJ < w �wLw cr- cr Y 0 H z C,dLL00U) zzz~z °CQ_¢2-1 r cr (L -j U p 0 U D = z LL C/) �I-Qzp '► I zzCZ N °c d O 0 o "=r Z U 0 0 00 � a 0 I~ Z w 0 M-j Ewa; w a � I a U I w 0 x z I I ( z i F _O M W Uc w c c c c c c c U Opi t � �z p aaaaa c C C c E L c L C COMMUNITY; LINKS AT CALUSA c SPRINGS > PLAN # 6103 Li RELEASED: 02/04/21 u s SHEET C e P1.1 c z z z L r I _I I I II u III I I. I j 1 .' , 11..�� I JLIi0 _ _111 A. i -II ; : I I I I I I I I I I _— i I_ -.. �� _ I MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADO'L INFO '+ MIN. (1) GOURSEWND I i MIN. (I) GOVRSFJ80ND L4J I L BEAM ABOVE LINTEL I 4J I BEAM ABOVE LINTEL GR011r GROUT BOTTOM REINF. •4. I a, I PRECAST LINTEL W Q, PRECAST LINTEL Pi/_-_ EMBEDDED REINF. 4--'�1- EMBEDDED REINF. MB- I MB-2 rr---n i i '+I- TOP GOUR5E, IF I i '+�- TOP COURSE, IF L2 LQJ , i 1 REG V PER ARGN. i REOV PER ARGN. L----J TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REGIb GROUT GROUT BOTTOM REINF. BOTTOM REINF.ru 4 PRECAST LINTEL w/ i PRECAST LINTEL W EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK VE516NATION TOP BOTTOM 5HEAR REINFORGEMENT M13-1 SFS-OB/OT ----- ----- MB-2 8F8-I13/0T ----- (1) #5 MB-3 81`I6-I13/IT (1) #5 (1) #5 MB-4 5RF14-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS N/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN - F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.5 ROOF FRAMING PLAN 51?-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 51?-3 STRUCTURAL DETAILS P5513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN IS BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB NITHY4" DIA. x 23/4" LONG TAPGON5 0 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, IT MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTA I N THE FOLLONIN6 MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: f'G = 2,500 psi:....... FOOTINGS 2,500 psi:....... 5LA65 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501 L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE ASTM G416 F'c=3000 P51 N/ MAX 3/8" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DESIGN BASED ON AGI 530/550.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP NALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 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 MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR HALLS. (AS 5HOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB EDGES, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I P I CATI ONS (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (5) TOENAIL5• 50LE PLATE TO J0I5T/131_1<16. (3) NAILS a 4" o.c. (3) NAILS ® 4" O.G. STUD TO SOLE PLATE 2 TOENAILS (5) TOENAIL5• TOP OR 50LE PLATE TO STUD 727 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS o 6" o.c.• BLK6. BTHN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAIL5• DOUBLE STUD ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE PNAIL5 ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE ILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS $ INTER5EGTIN6 WALLS ILS (2) NAILS • 21/2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE 5HOHN) TH15 MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (SECT I ON I60q) LATERAL DE516N REGU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF G I ENT = ENGLOSED, +/- 0.18 ANY WIND SPEED/EXP05URE NOT L15TED HERE REOU I RE5 FORMAL EVALUATION � APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATHING SPEC I P 1 CATIONS INDICATES LOCATION AND EXTENT OF SHEARWALL HHIGH REQUIRES 5HEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FASTENED W PI 21211xO.131 " NAILS @ 6" o.G. ALON6 PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2Y2"xO.131" NAILS © 3" o.G. ALONG PANEL ED67E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED NALL5 N/ 15/32" PLYWOOD OR 055 FASTENED N/ 2 L"xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OGGUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARGHITECTURAL DRAWINGS FOR ADD'L NALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARNALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD PSI OR P52, OR APA PRP-10b WITH 33(6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHING USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL Via" THICK, APA RATED SHEATHING �6 EXP05URE 105B OR PLYWOOD PE1 ACCORDANCE WITH THE UL DESIGNS 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 P5F 10 SOFT. +21.2 PSF/-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. +Iq.O P5F/-20.8 P5F +lq.O PSF/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.6 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F mEnd Zone is 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 FRAM I N6 • 5EE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. OSB/PLYHOOD SHEATHING 24/b, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 3/b"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES 8 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRU55E5 N/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE 5LOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERHISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH rt EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"x0.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' SIMPSON HIOA WOOD STUD NALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL 51MP50N HT520 WOOD STUD NALUWOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN 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 TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING HALL • _ _ _ _ = BEARING HALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I: : I EXTENT OF OVERFRAMIN6 •- - -- - -INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDING STAIRS � DEGK5) = 30 P5F @ SLEEPING AREAS = 50 PSF ® GARAGE = 200 # POINT LOAD @ GUAR05/HANDRAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED i EXP05URE A5 L15TED R15K GAT EC70RY 11 GENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 5TUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 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 ff HEADERS N/ 3-RON5 OF 3"0.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 N/ 3"0.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR NALL5 N/ 1/16" 055 FASTENED N/ 2Y2"x0.131" NAILS @ 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOHING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF 3"0.131" NAILS ® 8" O/G OR 2 RON5 Y4"x3Y2" 51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREH5) a 16" O/G. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAILS/5GREN5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OFY4"xb" 51MP50N 5D5 5GREN5 (OR 6 %" TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR NALL STUDS IN CONTACT N/ GMU NALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAM I N6 • I-JOI5T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. • FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. FLOOR SHEATHING SHALL BE 23/52 CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS N/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR CONSTRUCTION NOTES • (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT HALLS N/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RI5ER5 AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal:q; ` C � �qf�. u ,; w o TE ye g eo t fJJ 4 ��x-4r mI © copyright: MULHERN"I�I�'d��® Structural Engineering, Inc. CD Z J� W w Z_ c c0 z w a J L Q Z= as -Ita tm WC� Ei =� m � a Jz Q A W � Vo � o y ccQQ m` W Ih C N GC cr) a M&K project number; 068-2001 1 project mgr: drawn by: issue date: JSB MJT 01 -26-20 REVISIONS: date: initial: W 0 J d U 0: H co sheet: J W 0 2 0 z Q 7 SW0.0 � � � I :1 1 bi I [ 1 11 .l� hi IL I� lid, II616 i T— 1 an • 11-1011 61_211 I. 41-1011 , 31-211 . / 1_011 1 1 $1.4m 1 1 1 }.AM I I I AAn I I I LEGEND • _ _ _ BEARI N6 WALL ABOVE • BEAM / HEADER • — � m LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 e M-- '-- INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NR1' LINTEL PETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT M15-1 SF8-05/OT ----- ----- MB-2 6Fb-IB/0T ----- (1) #5 MB-3 &FIG-IB/IT (I) #5 (1) #5 MB-4 5RF14-I5 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE GRADE 60, f y=60 k5l (b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE 50WOULE AND 5PEGIFIGATION5 FOR ADD'L INFO i I+� MIN 0)COURSE/80ND I i I++-- MIN. 0) GOUR5EIBOND LQJ i BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL C-ROUT is:: GROUT BOTTOM REINF. Q PRECAST LINTEL w/ II Q I PRECAST LINTEL W i`�-i` EMBEDDED REINF. i - EMBEDDED REINF. MB-I MB-2 TOP COUR5E, IF TOP COIJR5E, IF I LQJ I m U I J I REQb PER ARCH. REQb PER ARCH. LQ TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REIN. AS REQb GROUT GROUT BOTTOM REIN. BOTTOM REIN. __ PRECAST LINTEL W `.. _.. PRECAST LINTEL EMBEDDED REIN. W� � �--�{- -h--"--� EMBEDDED REIN. MB-3 � MB-4 LST EFER TO 5-O.O FOR TYPICAL RUCTURAL NOTES � SCHEDULES S seal: 8 " #ATE OF f' NAL © copyright: MUL1-16GAMn 1 I I 10v Structural Engineering, Inc. acD Z _J = LU LU Z i z z W J Q ZF- I.i. � W� T JH z W y W 0 rn a a� aC5 A LL �r c 'fl m E Q A Y 0 M o04 N M d M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 01 -26-20 REVISIONS: date: initial: W C� Q z rz 0 a z 12 W BLOCK AN j U)L W SCALE: 1/4"= I'-0" (22x34 SHEET) 0 'Q SCALE: 1/6"=I'-0" (IlxI1 SHEET) U U z 00 N< �e d > 0Z JJ sheet: Fm2.0 2x8 LED6ER FP TO GMU w/ (2) )/4 3Y4" LONG TITEN 5GREW5 @ 16" C PPAP I AWAI n;PnPPFn RPAMC. :ND FLOOR FRAMING PLAN SCALE: 1/4"=1'-O" (22x54 SHEET) SCALE: 10*'-0" (110 SHEET) LEGENP • ® INTERIOR BEARIN6 NALL • _ _ _ = BEARIN6 HALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARNALL I: :I EXTENT OF OVERFRAMIN6 *,-- '- ---INDIGATE5 Ilb"A" SAN GUT CONTROL JOINT INDICATES LOGATION OF REINFORGED GMU GORE El (SEE NOTES) L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLI7OM / 5TRAP 50H=1 ULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP PO5T5 SUPPORTING ROOF 63. TO GMU HALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) ROOF FRAM I NO • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. ' ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (RSR5-01 OR EQUIV) ® 6" O.G. AT PANEL ED&E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. ' ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. ' ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 8 BRAGIN6 OF METAL PLATE GONNEGTED HOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARGH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 169" O.G. UPL I r-T GONNEGTOR5 BEARING CONDITION TRU55 GONNEGTOR LEN6TH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD HALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS 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 BEARIN6 POINTS OF EAGH ROOF TRUSS SHALL BE GONNEGTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1—I6. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL 5UPER5EDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES &SCHEDULES seal: e a �ygroy a .� a }Tr. ATE z; A e a Gg tN SAL © copyright: MULH R04 WA Structural Engineering, Inc. aca z J7- w w � o C '— z w Cl- +Q Z � ¢ o = U_ 4 t E W :2 Cn j T m Ei 1�■� a > o z Mo W j2 c o y m W 2 mo N OC M n M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 0 `I -26-20 REVISIONS: date: initial: 0 0 J LL Ca z N sheet: J W 2 0 0 0 J Q 0 LL SmI.2 -— i-A I 1l i d.l .21,.E➢!li..,_ J e.-' _t..l�i,_.L il:l I I I ! . -�'. ., " ,li,., - uM h ROOD SRAM I NG PLAN SCALE: 1/4"= I'—O" (22x34 SHEE SCALE: I/8"=1'-0" (IlxI1 SHEET) U- LU — 1L O w V H LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF SHEARNALL EXTENT OF OVERFRAM I N6 •— -m 'VINDICATES 1/0"A" 5AN GUT CONTROL JOINT INDIGATES LOCATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMINC6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHING SHALL BE 1/16" MIN. 055/PLYWOOD SHEATHIN6 2%6, EXP05URE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END $ DRAG TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EAGH TO TRU55 DELON w/ 5IMP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERNISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S 5G51 I " GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 $ 5RAGIN6 OF METAL PLATE GONNEGTED HOOD TRU55E5." • ROOF TRU55 SHOP DWGS. SHALL BE SUBMITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPL I r—T CONNECTORS BEARING GONDITION TRU55 GONNEGTOR LENGTH < 15' 5IMP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA HOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 5IMP50N HT520 HOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORGH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU NALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD T RU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT CONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-'1-I6. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAHIN6 5HALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPIGAL STRUCTURAL NOTES ff SCHEDULES seal: P n„ 0 A aw... 0 ti S �ak:m tie E `:.rF sA 0 , a © copyrigh . �f��"� Struft109rWelkymc. nzz JLU w w z c z w a¢ + L °'. ¢ Z= .n F- A =-+ m E a JZ� Q . W � Y O y W M c N C. co a 7 M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 0 `j -2 6-2 0 REVISIONS: ■ date: initial: ■ sheet: 1_ . SmI.3 FILLED GELL5 (5EE PLAN) TOP YIEW @CORNER 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) F - GONG. OR PAYER GARAGE WALL � ° 4 . ° — — ° — DRIVEWAY BEYOND _ - 'III=III=III=III=1 a) O GRADE 1 I —I I I —I I =1 I I i; ,III d III ' II—III=III—I1I- ANAI SLABIII=III= m 6ARA6E SLAB ° -1 I —III —�—I I I a —I I I —I 11=1 I I III—_NI° III=III—III= LAIO/PORGH/1 PLAN) 411 (5EE PLAN) o a III II#5 DOWEL W/ 6" HOOK AT 6RADE ' a ° ° _ fil, ALL VERT. WALL REINF._d°" I I —III —III —� II I (5EE PLANS FOR LOCATION) II -III III —III —III- =III=III-1 I III=1 11=III=III=1 I' _-1 =I 1511 II—III—III—III=III=III—� 11=1 I I' I GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION 8"x8" THICKENED I 1-III=III=I I 1=III=1 11— 16"x8" THIGKENE =III—III=III—III—III—III—III; STANDARD DENSITY I -O K/ (2) #5 GONT. ON CHAIRS I^U (I) #5 CONT. " EDGE W/ (2) #5 —III—III—III=I I I=I I I=III= MIN.SLAB GONT. WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOHN, FTC. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 ID61 ® GARAGE DOOR i1ET�rIL G5ECT1ONW/ BLOCK DETA 1 L POOZT5 THICKENED EDISE OETAIL aj:11��EIID 5 SCALE: SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID zx 6RADE I I I=iii= �I) #5 DOWEL N/ 6" HOOK AT ALL VERT. HALL REINF. III= I III=III=— IIII i I' (5EE PLANS FOR LOCATION) I �=III—III—III—I GLEAN GOMPAGTED FILL o q5% I'-O" MONOLITHIC, FOUNDATION STANDARD DENSITY MIN. W (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU HALL 514OHN, FT6. 5HALL BE 1'-4" HIDE w/ (2) #5 BAR5 &LARA6E CURB DETAIL : NT5 8" GMU BLOCK---, BEYOND EXTERIOR DOOR— MTL. THRESHOLD —� SET IN SEALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) --\ 161 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) m� MONOLITHIC GLEAN GOMPAGTED� "' =i [_ ' FOUNDATION W/ (2) #5 FILL o q5% STANDARD I'-O" GONT. ON CHAIRS 1?EN5ITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL O60UR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOHN, FT6, 5HALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR OUT5N NG 4 56P POURED 51 LL5 DETAIL J ° I 4 PER MANUF. 771 II d ` IIII 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) III —III —III —I I i ALI—III—IIIfr4i -1 III=111= r� I —III III=111—III—I —I 1=1 III —I 11—III-1-111- - III = `'=1 1I III —III —I 1I- ' 1=1 m III I I d. 11=1 I I —I 11= TI ' I I I� I I I� I I I 'III"'I'''� MONOLITHIC GLEAN COMPACTED III —1 I= I I FOUNDATION W/ (2) #5 FILL o q5% STANDARD 11-011GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY HALL OGGUR5 DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE P-4" HIDE w/ (2) #5 BAR5 DOOR �7ET� IL(D�T�% y"(Pxb"LONG PRE-55URE 51MP50N TITEN HD TREATED BOTTOM 5GREH5 o 4'-0" O.G. PLATE AND 12" MAX FROM END OF HALL ° e 411 e ;� ° e d — (z I� UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIPS, AND ANGHOR 5OLT5 ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. I I NT. BEARING WALL FOOTING DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) I �=1OC �i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d „ ` d ° I —III —I d44 I —III —III —III—III=1 a IIIIil�lllll�llll ° ' I=1Tf fI) #5 DOWEL W 6" HOOK AT III=III- ALL VERT. WALL =1I=III= III; (5EE PLANS FOR LOGATREINF.ION) GLEAN GOMPAGTED III —III — FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY I-O�� H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2NO 5TORY HALL OGGUR5 DIREGTLY ABOVE THE 6" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" HIDE W (2) #5 BAR5 EXTERIOR MILL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 0 16" O.G. Y2" J-BOLTS b" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) W STUD PLATE TIES PER PT BOT. PLAN o STUD TOP $ PLT. BOT. (2) #55 GONT. H/ —1 „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON KALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL NHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NT5 8" GMU BLOCK r ►. i� WE E30NO BEAM.�� ►� FOUNDATION DONEL MIN. 6ROUIT CELL SOLIDRADE IMMOMMI WON, �i ►i R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) PVG GHA5E SLEEVE TO BE TNIGE THE DIAMETER OF ' I I I I 11=1 III —I I=1 I I III —III —III- 1=_I I I =11 ' PROTECTED PIPE GLEAN GOMPAGTED FILL o 15% MONOLITHIC FOUNDATION STANDARD DENSITY I N/ (2) #5 GONT. ON GHAIR5 N MIN: WHERE 2ND 5TORY KALL OGGUR5 DIREGTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" KIDE W (2) #5 BAR5 GH�SE nET�IL SCALE: NT5 seal. i 4✓ ,Gx" e � s e a ® TE • fi« , "w © copyright: MUCK ¢ Structural Engineering, Inc. Z z J� w w Z c L Z w a J Z= Q� CU . .4, �Z t E J 3: � m;. JZ �o W p Y o y m` Lil C N C. M CL M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 01-2 6-2 0 REVISIONS: date: initial: sheet: Q 0 J L[. J Ui Lij z � 0 a 4 LLI J 0 d U z p d �Y ', z .� J� J SDm 1 SCALE: NTS SCALE: NITS PROVIDE 50LID SHIM BETN'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %NO.113" RING SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. DSECTION SCALE: 3/4"=1'-0" EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" @ 3" O.G. INTO SOLE PLATE 2x GONT. RIBBON (TOP 4 BOTTOM FASTEN TO EA. TRU55 VERTICAL N/ (2) 3 Y4"xO.131 " NAILS 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION 31 SCALE: 3/4"=1'-0" VALLEY SET OVERFRAMIN6 SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL N/ (1) #5 BENT DOWEL N/ 24" LEC75 PROVIDE 50LID SHIM BETN'N TRU55 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I YY FROM CONNECTOR, WHERE TRU55 15 6REATER THAN I YY FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN SOLE PLATE TO GONT. RIBBON N/ 3"x0.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO GONT. RIBBON N/ 2,VY 0.131" NAILS @ 6" O.G. FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM N/ (1) #5 GONT. IN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRUSS BELOI WITH (1) 51MP50N VTGR 24" O.G. N ROOF TRU555 TYP I GAL O /ERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. FASTEN DBL 50LE PLATE OF 2x WALL TO BOND BM. N/YY DIA. ANCHOR BOLTS ® 32" O.G. WITH -I" (MIN) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE N/ 2J'2"x0.131" NAILS @ 3" O.G. 8" GMU BOND BEAM N/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. HORZ. REINF. SPECS p, SECTION 8 SCALE: 3I I'-0" 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. - EXTERIOR WALL 5HT'6. TO RUN - CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" @ 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL N/ (3)3 Y4"x0.131" NAILS MIN. 2 Y2"x0.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU BOND BEAM N/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU NALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION 38 SCALE: 3/4"=1'-0" 2x EXTERIOR WALL @ STAIRS OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 N/ 3"x0.131" NAILS ® 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRU55 N/ 3"x0.131" NAILS ® 6" ox_ 2x4 (MIN.) 5PF #2 BLOCKING A5 SHOWN AT 48" o.c. FACE NAILED TO TRUSS TOP $ BOTTOM CHORD N/ (4) 3"0.131" NAILS. 8" GMU BOND BEAM N/ (1) #5 GONT. ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL REIWORCING DETAIL SCALE: NTS FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 Y8"xO.I13" RING SHANK NAILS ® 6" O.G. 2x FASCIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - SECTION 2E SCALE: 3/4°=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"x0.131" NAILS @ 16" O.G. FLOOR T,,ZU55E5 -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SECTION 6 SCALE: S/4"=1'-0" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE N/ (3) 3 Y4"x0.131" TOENAILS 2x4 CATS ® 16"O.G. FASTENED TO 6A5LE END TRU55 N/ (20'x0.131" TOENAILS. GYPSUM BOARD- q: MAX PER ARCH FOR FIREPROOFING 6ABLE END VERTICAL WEB - REINFORGIN6 AS REGURIED BY TRU55 MANUF. 3 Y4"x0.131" TOENAILS ® 12" O.G. GONNEGTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF 6ABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIP5 ® 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DBL. TOP PLATE N/ (1) 51MP50N H2.5T $ (2)3 Y4"xO.131" TOENAILS FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER N/ 2 Y2"x0.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON N/ 3"0.131" NAILS @ 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. t HORZ. REINF. 5PEG5 FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 N/ 2 3 NO,113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF L2x4 BRACE N/2x4 T-BRAGE, SPACED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' N/ 3 Y4"x0.131" NAILS ® 12" O.G. (NOT REG'D AT TRU55 HE16HT5 4'-1" OR SHORTER) SECTION 2 SCALE: 3/4"= 5HEARNALL ABOVE -� FASTEN 5HEATHIN6 TO BLOGKIN6 N/ 2 %N0.11 NAILS ® 6" O.G. INSTALL 5HEATHIN6 PRIOR TO INSTALLING ' LOW ROOF TRUSSES LOW ROOF TRUSSES -SEE PLAN PROVIDE ADO'L- VERTICAL IN TRU55 FOR BEARING �x LEDGER -REFER TO "ROOF FRAMING NOTES" EXTEND EXTERIOR 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM 106 SECTION 2x4 BLOGKIN6 N/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND 51LL PLATE FASTEN DRYWALL TO BLOGKINS N/5GREN5 /NAILS ® 6" O.G. 2x6 CONT. BLOGKIN6 FASTENED TO EA. 5TUD N/ (3) 3"x0.131" NAILS FASTEN 50LE PLATE TO FLUSH BEAM N/ 3"x0.131" NAILS ® 6" O.G. FLOOR TRUSSES (SEE PLAN) FLUSH BEAM OR FLOOR G.T. (5EE PLAN) 1 seal s w gyp, 7ATETF m © Copyri9 Str7ru' i ering, Inc. aMz JC w. w z a c0 rn Z w a J N Q Z= � Qi5 L)Ei o, W03 y > J z :2 W p Y 0 y M W C N C'. co M IV M&K project number: 068-2001 1 project mgr: .J S B drawn by: M J`]" issue date: 0 `I -2 6-2 0 REVISIONS: date: initial: Cz "ft" a F d LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU 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: SDM2 3 — BOND -BEAM f—GONTIN. PREGAST HEADER W GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GAST-GRETE GAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MJh50NRY PIER DETJ�IL L 5GALE: NT5 TRIPLE WINDOW 51M. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IMP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUGTIONS. SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE FUTURE S" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'6 I 1 IN GROUTED CELL SLAB, EPDXY � DRIVE #5 DOWEL, PROVIDE MIN. I - 30" LAP SPLICE I I I O r d r�J 6RADEEE — RETROP 1 T DETA� I L P SCALE: 3/4"= I'-0" 2x OR 1" 055 DEGKIN6 — (TYP.) SEE DETAIL I ON STRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 5IMP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRUSS MANUF) EAGH TRUSS, PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO ROOF TRUSSES @ EVERY OTHER BAY FASTENED TO GMU wl (3)Y4" DIA. x 3Y2" LONG TAPGONS. FASTEN BLOGKING TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. SEE DETAIL 31 ON STRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE seal; a iO No 32 ° R P B P �+ Ta vORI V low, 0 copyright *;H OV Strut i grIJ64,61, Inc. PROVIDE 50LID SEE DETAIL 55 ON BLOGKING AS REQ'D STRUGTURAL PLANS FOR z FOR STRAP FA5TENIN6 ADDITIONAL GONNEGTION INFO NOT SHOWN HERE w w = Z o FULL DEPTH BLOGKIN6 Z Z '— Q FASTEN EVERY OTHER 055 (MIN), 13/4" LVL OR TRU55 w a TRU55 (w/ WEB BLOGKING FLOOR TRUSSES BLOGKIN6 PER MANUF) ® 48" - FLOOR TRUSSES + QCD A5 REQ'D) TO 2x BLOGKIN6 -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 -PER PLAN Ej w/ (1) SIMP50N A55 GLIP W(1) 5IMP50N A35 GLIP Z Q •4 Ty 9 � C L) FASTEN EVERY OTHER TRU55 TO GMU FASTEN BLOCKING TO GMU w/ 5IMP50N W =o aEi w/ 5IMP50N MT5MI6 TW15T STRAP. ° MT5MI6 TWIST STRAP. FASTEN STRAP W ru FASTEN STRAP TO GMU w/ (4) Y4" DIA. " 0° E 1>0 x 2 Y4" LONG TITEN 5GREW5 TO GMU wl (4) Y4 DIA. x 2 Y4 LONG TITEN 5GREW5 a Q L\-2xb FLAT BLOGKIN6 (BETWEEN TRUSSES 2x6 FLAT BLOGKIN6 TO EA. 51DE OF =WJ z -a'o 0 - 16" MIN, LENGTH) FASTENED DOWN TO OSB BLOCKING (I6" MIN. LENGTH) W Y GMU w/ (3) Y4" DIA. x 3 Y2" LONG FASTENED DOWN TO GMU W(3) Y4"" DIA. x D 0 c TAPGONS ® EA BAY. FASTEN RIBBONL, 3 Y2" LONG TAPGONS. FASTEN LADDER ti c .- THRU WALL 5HT6., TO 2x BLOGKIN6 WTRU55, TO 2x BLOCKING w/ 3"x0.131" M o. 3Y4"xO.131" NAILS ® 3" o.c. TOENAILS ® 3" o.c. RETROP 10 DETA I L RETROP IT DET>4I L �Q SCALE: 8/4'=1'-0' R 5GALE: STAIRS (2)2x8 FLUSH BEAM BEYOND (I) 5IMP50N A35 GLIP � (3)IOd TOENAILS ® EA. STRINGER ®EA. J015T Ll (5) 51146LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRIN6ER5 (1) SIMPSON A35 ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO GONGRETE w/ (3) 3/W DIA. x 3Y4" LONG TITEN 2 5GREW5 2x8 LANDING J015T ® 16" O.G. 2x8 LEDGER FASTENED TO GMU w/ (2) Y4" DIA, x %" LONG TAPGONS ® 16" O.G. GMU WALL FLOOR TRU55E5 - SEE PLAN FLOOR 63. ' - PROVIDE VERTIGALS OR 50LID BLOGKIN6 EA. 5TRIN6ER LOCATION (1) 5IMP50N A35 GLIP EA. 5TRIN6ER (2)2x8 FLUSH BEAM 2x OR I" 05B DEGKIN6 (TYP.) (3) SIN&LE-PLY 2x12 SOUTHERN PIN` #2 (OR SETTER) STRIN6ER5 (1) 5IMP50N A35 GLIP ® EA. STRINGER 2x4 BLOGKINC; BETWEEN 5TRINOER5 FASTENED TO BEAM BELOW w/ (3)I0d NAILS 2x8 LANDING J015T ® 16" O.G. (3)IOd TOENAILS ® EA. J015T 2x8 LEDGER FASTENED TO GMU w/ (2) Y4" DIA. x 3,V4" LONG TITEN 2 5GREW5 16" O.G. EXTERIOR GMU WALL M&K project number: 068-2001 1 project mgr: J S B drawn by. MJT issue date: 0 `I -2 6-2 0 REVISIONS: date: initial: M 155ED DOWEL RETROP I T DETAIL i 5T>4I R SECTION Q SCALE: NT'S SIM. ® GMU STEM POR DROPPED 6RADE P.T. _\ POST PO PROVIDE (1) 5IMP50N C520 STRAP ON EACH EXTERIOR FACE OF POST, I" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI T1'P. BEAM TO P05T CONN. SCALE: 3/4"=1'-0" LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS, LO o U. w Q z 0 O a a dLO � W � � d � O z o> 0 Z sheet: SD-3 14 0 J