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Home My WebLink About6849 Shelby Lynn WayABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG, BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR 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 WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB ff vn an Ion TM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ELEVATION "A" 6849 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 015 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 AREATABULATION. I ELEVATION I I "A" I 1 ST FLR A/C 1,830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR F2403 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1i SLAB PENETRATION PLAN S-0.: STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL WONK SHAL !. r,()MPI Y VVII H PREVAILING R F DEC 21 2D20 ,c� N72 t ; �TTF •� R %flm' �� cr W _ �I!_ Lu Lu z 0 m �: 0 >_ Ui 0 > cc p F- ITF-wp Lu =�Wg i Y O F— Z tL 0 0 c) ui zzzz wa-=tea m p 0 U =zLLU) � F- cz a o O �Z O c IQ O w �C wA U O x C� MCI O > ISM O� o U 00 z O CL A Z O U G zw Z O U) O:Z aaaa COMMUNITY; LINKS AT CALU A SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET cs I nA GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM ENDS POSTS R OF THE FLIGHT. S SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL OS S O FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING, EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS 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 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL DOORS, GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE OR IN COMPLIANCE WITH RAS 111. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT R903.2.3 MEMBRANE FLASHINGS THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT PUBLISHED LITERATURE. THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN EXHAUST SYSTEMS: NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE M1501.1 OUTDOOR DISCHARGE SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES VENT OR CRAWL SPACE. R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). M1502.4.5 DRYER DUCT LENGTH UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS GYPSUM BOARD. GUARDS: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. R309.1 FLOOR SURFACE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED M1502.4.5.1 SPECIFIED LENGTH GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO R 2. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES 30 9 A S EX S O THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, N LANDINGS, THAT ARE LOCATED MORE THAN 0 INCHES 7 2 MM MEASURED S S, RAMPS AND GS, OC O 3 C ES (6 ) SU THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. R302.1EGRESS: FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH FLAME R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A GENERAL NOTES: FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED ATTENTION GENERAL CONTRACTOR / BUILDER: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. IA K WINDOW OPENING CONTROL DEVICES WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. W O O G CO O C S EXCEPTIONS: O S TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: ARCHITECT SHALL NOT BE HELD RESPONSIBLE. WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER INSPECTION NOTES: E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. WITH PEN THAT WILL NOT ALLOW A 4-INCH-DIAMETER 102 MM SPHERE 1. OPERABLE WINDOWS O OPENINGS H O C ( ) LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS COMPLY WITH ASTM F2090. CO S EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING2. COMPLY WITH SECTION R312.2.2.COMPLY FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND AUTHORIZED BY THE BUILDING OFFICIAL. MATERIALS. CARPORTS. STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT FOUNDATION INSPECTION NOTES: 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT EXTERIOR FINISHES: PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN STANDARDS. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, R302.12 DRAFTSTOPPING R5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C ) IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) MECHANICAL AND HVAC: CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN PERMIT. ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED THE RISE MANUFACTURER FOR EACH WINDOW. REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED A M US AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR INSTALLATION INSTRUCTIONS. OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES THE TREAD DEPTH SHALL FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN MAINTAINED. N MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF NE OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. MM). 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: R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. DECORATIVE GLAZING EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN DEC 21 2pZp ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT �� CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR �� E`',.G: SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR N S '•• ti�'� 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT PROTECTION AT THE HEAD AND SIDES. •. r DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN �•� No 77824 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. Z•p 0= 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR IC•% STATE OF ' k - EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. % 0 P,.•�� 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 4 0 R `0 ��isSj 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. ""''E�;�•` �i��NA� AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. W >-_cr LU �00� > ¢ 0 U.J 0 - Q ? LU W W J C/) W _ 5 cr cr Y 0 H Z u-00u) Z QZQ Z ~ LLJ Z_ �J<�_j W Q- =ca _jc)000 �TzU-(A H Q Z cz,� cz n cz � Q o Q U) o w 0 O Z U O Im �- w O w O z O CL A O E U O N z� Oa N �z aaaaa COMMUNITY; LINKS A US SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET CS2 RR'-R" 16'-8" 12'-0" 10'-0" 6" 11 r_Orr 611 STUCCO WRAPPED - - — — — — BEAM @ T-8" — — -- — --- 2 o I STUCCO WRAPPED I p A5.1 a co 4X6 POSTS a co 3 I LANAI 13 U ' OV 2 I I 8'-8" CLG. I Ov = 00 0 p ? I MOISTURE RESISTANT U 0 m I DRYWALL CEILING T r rr 6 -0 I r n 00 _- 14 -8 I , " 9 -4 r -8- I _ � _8 - *35 SH (53"x63") EGRESS 6068 SGD TEMP. 35 SH 2868 rbN XFER 3'-8" 15'-2rr GRILL '� r----� 18,-6" - - -- HB. - -- OWNER'S AHu ON R RETURN AIR GRILLE o SUITE STAND 30" AFF GREAT 8'-8"CLG. ROOM cm .- LO_._._ N .- 8'-8" CLG. MECH , ADD 7/16" OSB TO _ r` MECH.CLOSET T SIN CEILING FOR FIRE 5'-12" r CM DRAFT STOP PTRY 3-SIDED ACRYLIC ?8s8 -LO 1 SURROUND •-IN = I �� m Qe I I 2r_On I N co 36N60"ACRYLIC 3'-3, Ln M, 1 " rr ' ' `, 4 -11 2_-0 i ; 8'-8" 3 " M SHWR PAN _ I O. SUITE - BATH _ 8'-8" CLG. c'D L _ _ _ 1 cn SIN — -� I I = = N � lR Q 0 c0 I t D?Op N O I CO ° CD Ch ° I LO co 1668 t L , 2X4 LOW WALL ITCHE j 36" HT. FLAT DINING WC = 8'-8" CLG. 1 �____ COUNTERTOP AREA _ r I N i i i 6'-8" 0 3'-5� "- 8'-8" CLG. _ �: OS WIC I I i 8'-111" $" c) io 2 r " r rr 10r-51" 4 -9 2 -4 2 O o � i s'-a" cLG. 1 --1 REF. i �-- TERLIN_ OPT.I ---- 1 ---------- , R&S HI &LOW 1 �-------___ 1 REF. _ —I __ . , e o 1 r-IN I __ J N I Sr n tv ) > I 18 �i L ,,) 00 O w r �� LNDRY -_ -,=n .W I — W I I aif I M ca =r BEDROOM 4 K! W = co 1 _ N 1 8 -8 CLG. �-I I X II � 8'-8" CLG. N W w N BEDROOM2 ��o c� i WASHERI --J c4i i SIN 1 = 8'-8" CL ' . CL 1 BOXL---- U T- bN i DRYER VENT i i la II i T r ;. ID 11 4 12 �,r,. r r L -U —SH --- BRK 2r_72" T 10'-2" a� - � 6'-82r1> 12'-92rr - - - 5'-22° ti�� XFER GRILL --- r 2r_5" r�N 0 r 28� XFER X 4r_@2n M GRILL C'8 HALL 3-SIDED ACRYLIC HALL iv WH ' CV 2868 SC W/ SELF CLOSER Y BATH _ 8'-8" CLG. 8'-�8" CLG. `I SURROUND TUB PER 18'-l0" 5r_p�n ca O ,-�„ = 9 LO 0 V COMMUNITY -------- 22" X 54" I -- o co i =------ 31 I tG .I' - 1" SPECS 0 2 CAR ATTIC ACCESS i 0 I WC GARAGE L----------� o = i MINv yA=1 R&S• N 8'-8" CLG. o FOYER -' r� CL. ; -- -- -R r CL. - 1/2" CEILING BOARD ABOVE 8'-8" CLG. ,,, '„� N 1/2" WALL BOARD ON 28 X rr GARAGE SIDE PROVIDE INSULATION AS REQ'D `5 o XFER 6 -$�� 0 2" CONCRETE GRILL N CURB F- � -- ' ----------------------------------- '' ENTRY BEDROOM 3 0 ' 8'-8" CLG. 8'-8" CLG. 00 16070 GARAGE DR. `� *25 SH C ' 2r_Orr (37"X63" EGRESS) N 16r_0" 2r_Orr 4r_4" r_ if $r_4rr 5r_0" 0�10 20'-0" 5'-4" 1314" loo,_ 38'-8" rE FIRST FLOOR PLAN ow LEGEND SYMBOLS I BUILDING/WALL SECTION SHf MARKER ® INTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION ...... CMU WALL w/ FURRING INSULATION ki SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL I, Z„ MAx SEE PLANS FOR WALL LAYOUT a 1/2" GYP• tBASE CABINET AS BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR—, FLOOR 1 9 III r SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS F._n_ i F..n_ ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. DEC 21 2020 :• No 77824 ? ;* STATE OF cr- W } _ CC � 0 >. W c Q 0 �p Q = � W W gW J�WLLI c I= cr Y01-z LL O O v� z z Z LjLJ ~ z Lr :5 Q J W (L= p � cQ 0 Q �2ZLL(_n H Q Z p • '�I 'ter r a c F O �Q Q z O O O � a u o O w 0 to Ojr 0 z O a A 0 E U W G z z 04 U 1 o aaa�a Z COMMUNITY: LINKS SA SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET AIA SCALE: 1 /4"=1'-O" WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 8" WIDE STUCCO BAND (+1) U 4" WIDE STUCCO BAND (+1) GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" 1 12 5 12 5 35 SH 6068 SOD STUCCO REAR ELEVATION SCALE: 1 /411=1'-0" "35 SH ROOF SHINGLES PER COMMUNITY SPECS (TYP.) BLDG. HEIGHT j •� 12 ROOF SHINGLES PER 12 COMMUNITY SPECS 5 (TYP.) 5 12 r '' 5 4" WIDE STUCCO BAND (+1) T.O. MASONRY T.O. WINDOW ® El18" DECORATIVE � FOAM SHUTTERS 4" WIDE STUCCO El El El El I BAND (+1) i _. 25 SH FIN. FLR. 16070 GARAGE DR. 3068 �l FRONT ELEVATION SCALE: 1 /4"=1'-0" 1 co PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH •:.: • . r. ' , . TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLDRIDA 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 C 1063 (CURRENT EDITION) DEC 21 2020 Is No 77824 • :* STATE OF lV.�. Rl tiA,i„�`�� cr- W i- = Ir cl �OOF=- r Wo <0 p I W p =o Wg J cc � ,5 LL O O cn Z Z Z uj ~ Z cc J Q J W d = cr IL Jcnp00 p = Z IL Cl) �1-Qzf� ti 6 ^ O �a Q cn z 0 o o OEM � > w u w 0 W w o � cts 0 o z 0 (L :3 R U G 04 N G Z aaaaa COMMUNITY: LINKS AT CA SA SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET A2. "I z n z g n 12 5 12 5 r� LEFT ELEVATION SCALE: 1 /4"=1'-•0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" *25 SH 35 SH 12 --==1 5 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP-) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH :;i, �:.>«a,; 3? •�' TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED 11I �00P } > cr 0 cAV32W ¢ = W F- Jcnwg cc CC cl �SZZ0W ` °C<a�� W a 2 a =�00 � F- ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE, UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" DEC 21 2020 No 77824 ¢" %� :• STATE OF*00 ��it�'•,OR118111110 � ,•%.G��' IY W } 2 cc: �00� } w aao :Do� (oUW W Wm CC _ a~ ww oZz�W J W (L = T Q. m(np0U �2ZLL(n H Q ? n .r n O � Q Q 0 a 0 00 o O o a ft O Z O a a A 0 a L 0 z� Z o� �o wZ aaaaa COMMUNITY; L NKS AT CALU SPRINGS PLAN # 6101 RELIMED: 12/9/20 SHEET A3. 1 T.O. V go FOOTING PER FOUNDATION PLAN I BUILDING SECTION SCALE: 1 /4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" m ROOF TRUSSES (SEE SHEET FOR DETAILS) WALL OIL T.O. WINDOW 00 00 FIN. FLR. FOOTING PER FOUNDATION PLAN DEC, 21 22020 G. E N SF • G, �� No 77824 •; d it • • it . • "i�.�. • v :. :Q STATE OF000 10 � ' • •ORS. C? . IY o J W �wz 0>-�— cr Q 0 W p Q= W W J C/) W W p D: !r I= oBZZ�W �nU)< W a 2 cr d _30000 =zLLcn 2 H Q z p cz n O �Q Q d cn 0 0 0 U u 0 w� m U) 001-0 t� w 0 Z Q � A 0W-j z GO 0 a a 0 0 K 22 W G U) 0o � 0 ci aadaa Z COMMUNITY: NICK -AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET AS. "I i"v ROOF SHINGLES OVER ROOF SHINGLES OVER 12 15# ROOFING FELT 12 15# ROOFING FELT SEE ROOF SEE ROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO nnon STRUCTURAL. z STRUCTURAL. 016 TOP OF C.M.U. TOP OF C.M.U. (REFER TO ELEV.) _ (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. ELEV. SEE BD. w/ALUM DRIP EDGE. 1/2" (MIN.) CLG. BD. 1/2" (MIN,) ------ SOFFIT PER SPECS 2x6 ALUM WRAPPED FASCIA CLG. BD. ix PT DRAPE BLKG BD. w/ALUM DRIP EDGE. (e" TYPE'X' GYP. BD. SEE STRUCTURAL ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED PLAN G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING (chi 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT FROM HOUSE DRIVEWAY PER COMMUNITY BASE BOARD GARAGE SLAB, 4„twim— SPECS SEE STRUCTURAL ob 0'-0" PLANS � l. 0'-0" FIN. FL. mm.. E E FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP_ . _1-STORY WALL WINDOW SCALE: 1/2" = V-0" - 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. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM GYPSUM BOARD BOARD g 3 1/2" a. GYPSUM — BOARD GARAGE a NICHE FOR — ELECTRICAL PANEL & WIRING N ELECTRICAL M PANEL ELECTRICAL — PANEL N ao `O EXTERIOR—N CMU BLOCK WALL CONCRETE "' CONCRETE — CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE s p SLAB ON i GRADE AT GARAGE FLOOR 01 _ • _ --FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION GARAGE DOOR SCALE: 1/2" = 1'-0" -- — - --- 01 ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION DEC 21 2020 • NO 77824 ct s*• /1� %1 STATE OF 1001 rt�rr IY W }2Ir LU ?O OH } WC¢O >cLLJ WpF- u)UWw Lu �F->g 5cc�Ir Y O I— z ,S LL 0 0 U) zQz4zLu �z_ �JQ2—� uu a = a- �UpOU =2zLLU) �I—QZD cz �- cz CZ cz n 0 Q 0 0 U Z 0 ma I•�I Im Lo 0 �w [L �n 0 z 0 O G O o �Z aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1219/20 SHEET A5.2 WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOFMALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING "L" FLASHING SCALE: N.T.S. 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 7" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) / WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP F- WRB APPROX. 1-1/2" ABOVE SHINGLES z ROOF/WALL SCREED a g;0 5X5 WALL FLASHING r KICK -OUT FLASHING (SEE DTL. BELOW) mmm", �hhw' FASCIA WRAP FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT SCALE: N.T.S. DETAIL z STEP 1 FOLD 0 FOLD INWARD @ PT. A STEP 3 M-AMM FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 0 45° FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE .DEC 21 702D ♦♦,``��r1rf � • r • No 77824 r • � :* • _ �p STATE OF : 41 ��i FS • O R 1 p' �� ♦�. O N A1" Et �o�• tY W = IY 'BOOR >oWCQO Wol- � U W W Q D W ~ J � W W CC cr !r °tSZZ�W CC: :5 U) a: m (L _3cno0U =—ZWtn Z I- < cz -,-I � r o O O Z O 0=0 LL oU) U O � o� 0°in a � wA O z O IL 0 E U 0 cn o� co ;Zl<1<<14L< COMMUNITY: LINKS AT UA SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET GYP i z Jn z z ji x FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE i i ��I I� III 11-11111 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 VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) ID PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) Du ELECTRIC METER = ELECTRIC PANEL �- DISCONNECT SWITCH Q JUNCTION BOX /I,— STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O20 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2020 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE w Lu �O>.F- } `? I= 0 � p cr c�Uww w ��>g mcccrcc z z W Q Z wC- =Ca _3Da0 0 H Q Z p cz ri cz n O H 0 0 � oa U O� O j U) M"q u 0 wi = w I"'" z O 0, O E V C Ooas lci aaa COMMUWY: LINKS AT UA SPRINGS PLAN #6101 RELEASED: 12/9/20 SHEET E "I 'I . Lo Irt SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" Ir W m CC I. III W z O = OLu }� H WOWC¢0 W❑ ¢�w� J (jWW =5 tY !Y G: Y O H z ,6LL00U) z4zzz_ c J Q J W _ C d U) ❑ O U ❑=zLL ?❑ �q) L n H Q �¢ Q z 0 0 0 0 two o w m z in wa 0 a 0 z 0 a. 0 E U C 0� �o zaaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET P1.1 MASONRY L I NTEL ASSEMBL I ES SEE 5GHEDULE AND SPECIFICATIONS FOR ARYL INFO MIN. (1) GOURSEJBOND MIN (0 GgJRSEJBOND MI I LQJ I I L4J I I I BEAM ABOVE LINTEL I I BFJW ABOVE LINTEL 6ROUT BOTTOM REw. PRECAST LINTEL W PRWA5T LINTEL W f--"� EMEEDD® REINF. --`--r B49MDED FEW. MEE MB-2 TOP caem, IF ' TOP COURSE, IF I LQJ I L2J I 1 I REQb PER ARCH. 1 1 FMV PER ARCH. 3r= TOP REINF. OR CONT. CM. BOND BEAM BOND BEAM REINF. REINF. A5 FWD GROUT &Ran BOTTOM REINF. BOTTOM REINF. 4 - 4 PREGA5T LINTEL W LI PRECAST NTA W/�m REINF. E•EE M REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT M3-1 8F8-O5/0T ----- ----- MB-2 8F8-I13/OT ----- (1) #5 MB-3 896-I5/IT (1) #5 (1) #5 M54 8RFI4-I5 ---- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" 5HALL BE PRESTRESSED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, 1`9=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DE5GRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB56-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 GORE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ CONCRETE OR MA50NRY FOUNDATION 5HALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB NITHY4" DIA. x 23/4" LONG TAPGON5 o 3211 o.c. MAX. WITH A MINIMUM OF 2 TAPCON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONIN6 MINIMUM COMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTIN65 2,500 p51:....... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE 5HALL BEAR ON VIR61N 501L OR q5% GOMPAGTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015CONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM C210, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 •EDREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP NALL AND SHALL ALIGN WITH FOOTIN6 DONEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DONEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF NALL w/ (1) #5 BAR CONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL NALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLAGE 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 NALL5. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12-0" O.G. (REGOMMENDED) 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 SPECIFICATIONS (TYP. U.N.O.) DE5GRIPTION OF 51-06. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (5) TOENAIL5* 50LE PLATE TO J015T/BLK'G. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.0 BLK6. BTNN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 21'2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PA61% OR NUMBER OF NAIL5. (ONLY AGGEPTABLE INHERE * ARE SHOWN) THIS MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWING WIND SPEED EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENCLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR I$ SHEAR AALL SHEATH I NO SPEC I F 1 GAT I ONS INDICATE5 LOGATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL 5HEAR PANEL 5PEG. 15/52" PLYWOOD OR 05E3 FASTENED w/ PI 2Y2"xO.131" NAILS @ 6" o.G. ALON6 PANEL E06E5 AND 1211 o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ 0 2Y211xO.131" NAIL5 @ 3" o.G. ALON6 PANEL EDH5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR HOOD FRAMED NALL5 w/ 15/32" PLYWOOD OR 055 FASTENED w/ ?-"xO.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 5,'2"xO.131" NAILS ® I6"o.c. USE (8) 3142"xO.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARNALL5 AND EXTERIOR WALL-5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARGHITEGTURAL DRAWIN65 FOR AWL NALL CONSTRUCTION REQUIREMENTS. b. ALL EXTERIOR NALL5 ARE GON51DERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUGT STANDARD P51 OR P52, OR APA PRP-108 WITH 33fb SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARGHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL %j' THIGK, APA RATED 5HEATHIN6 2�(h EXP05URE 1 0513 OR PLYWOOD PEF AGGORDANGE WITH THE UL DE516N5 5PEGIFIED. Window a Door Allowable Wind Pre55ure5 140 MPH Wind Zone EX1205Ure, B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 PSF/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT, +Iq.O P5F/-20.6 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-I1.6 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 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a Factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6' MIN. 055/PLYNOOD 5HEATHIN6 24r(b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 b" O.G. AT PANEL ED6E5 4 o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RIN6 5HANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLING 4 BRAGING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION LENGTH SS CONNECTOR < 15 SIMPSON H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/NOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/NOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI(b FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516115TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M$K HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-I6. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGT )RER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 NALL • _ _ BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I: :I EXTENT OF OVERFRAMIN6 •- - - - -INDICATES 1/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • HOOD FRAME ENGINEERING 15 BASED ON NIPS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" -LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F ONGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD 0 6UARD5/HAN1?RAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATEC70RY II 6ENERAL FRAM I N6 • EXTERIOR WOOD 5TUD BEARING NALL5 SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARIN6 NALL5 SHALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (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 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-RON5 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS H/ 3"xO.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR NALL5 w/ 1/I6" 055 FASTENED w/ 2y2"x0.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID 13LOGKIN6 IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLONIN& • L5L - Fb=2325 psi; Fv=310 p51; E=1.55x10"b psi • LVL - Fb=2600 psi; Fv=285 pal; E=2.OxIO^b psi FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF 3"x0.131" NAILS o 8" OIG OR 2 RON5 Y4"x_1'2" 51MP50N 505 5GREN5 (OR 51ir2" TRU55LOK 5GREN5) o 16" 0/6. USE A MINIMUM OF 3 IRONS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREN5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK 5GREN5) o 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5CREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU NALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE-55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 5HALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE E1?6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS N/ GLUE AND 3"4.131" NAILS o 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 GLIP AT EAGH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 346" DIA. x 3Y211 LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT NALL5 W (2) 5"&131" NAIL5 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/411 FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. aa. 21 2020 No 77824 :P STATE 'O OF © caPYN9�l� cE z J= W W z N Z W d ¢ °C .n E U c = � Q tm 4 WCn rz m a^ J� Z C 10,W y UJ m g v cc C5 M M&K project number: 068-200 1 1 project mgr: J S B drawn by: M J`j' issue date: 12-1 5-20 REVISIONS: ■ date: initial: ■ C d O (n W L- 0 w � Z n J 0 0 o� C� J J sheet: SM0.0 LEG�N17 seal: �„►,iGA E� 2 % pry,< �a • ® INTERIOR BEARING WALL • No 77824 BEARING WALL ABOVE ' * — • © BEAM / HEADER STATE OF /121 PATIO SLAB: �'� • LOCATION AND EXTENT OF SHEARWALL © copy �t ERK•'_'�C� �! I ��4 _� % I 3 Y2" GONG. SLAB ON 12 WIDE GONG. c� GRADE (2500 PSI TURNDOWN EXTENDED I I • is :I EXTENT OF OVERFRAMINGLo MIN.) W/ 6x6-W1.4xW1.4 z o MIN. 12" BELOW GRADE I' I MESH OR FIBER MESH o -- INDICATES I/8"xl" SAW GUT CONTROL JOINT I=Jw ON C15% GOMPACTED LU c., FILL OR VIRGIN SOIL. INDICATES LOCATION OF REINFORCED GMU GORE g (5EE NOTES) z a __J + w � 2 I q HVAC J L METAL HANGER 5D-I I 5D-I SD -I STEP I UNIT INDICATES P05T ABOVE. PROVIDE 50LID = E 8 3 Y2 BLOGKIN6 UNDER P05T OR JAMB ABOVE. F— a 7MJ— F_ -0.0 FOR TYP I GAL W Cn 11-10" I REFER TO 5 Z a Q E STRUGTURAL NOTES SCHEDULES J a� I I I W yg LU N YeA I I I 2 I I i _. ___ _ ._ ________ __. _ _ ___ _ ___I _ . I � M&K project number: • I , I 068-20011 i I project mgr: J S B I I I drawn by: MJT I I I issue date: 1 2- 1 5-2 0 m I I REVISIONS: I I • I ate: initial: NOTE: REFER TO BLOCK I ' PLAN FOR ALL DOWEL I _ o I I LOCATION DIMENSIONS. I o o I I I I o I i I I o ! I 2 L__ -----i3Y211STEP------ i I • MIN I 4 4 I I I d SD-1 I I '- 5 I I 0 5D-I I 3 Y2" STEP , I I � J • I � I IL GARAGE SLAB: 5 Y2 GONG. SLAB ON GRADE I w z (2500 P51 MIN.) W/ 6x6-WI.4xWl.4 3 Y2" STEP - ~ o �- -- -- --- MESH OR FIBER MESH OVER 6—,..-__-__.._...I. •am • • Q x MIL. POLY ON q5% COMPACTED FILL OR VIRGIN SOIL. I I 6 I I • SD-1 I I LO z D M I 5 I I Z v-- — 0 ,Q Ilk Sk. - 0 Z N N W 5D-I 5D- I sheet: 20'-0" 18'-8" CJ�AB PLAN SCALE: 1/4"=1'-0" (2204 SHEET) SCALE: 1/6"=1'-O" (IlxI1 SHEET) Fmi,,0 I I r- r— Lf I (V LU cn � w 1 I 4'-6" 5'-11/2" 5'-01/2" 6-2" 3'-2" v 4'-6" Le 41_2" MB—I I MB—I I MB—I 1' IL7-J 1_01I 161_01I 1_01I 51_2 1I 31_211 51_011 20'-0"110 5'-4" 13'-4" O � Q 1 I BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARING HALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I; :I EXTENT OF OVERFRAMING •- ' - - INDIGATE5 1/6"xl" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE E.: (SEE NOTES) JL METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MASONRY LINTEL PETA I LS REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-0BI0T ---- --- MB-2 8F8-IB/OT ----- (I) #5 MB-3 8FIb-IB/IT (I) #5 (I) #5 M5-4 8RFI4-I13 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, fy=60 ksl 6. ALL LIN11EL5 5PEGIFIED ON PLAN ARE MINIMUM 517E REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES SEE 5GHEDULE AND 91EGIFIGATION5 FOR ADD'L INFO '+ 1— TIN. 0) WLW-4E4BO►m l i '�-I -- MIK 0)coulf/eorm L4J i BEM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL 6ROff 6ROVr BOTTOM REIN. PREGAW LINTEL W i ,,. I FMAST LINTEL W EMBEDDE';) FEW MB-1 MB-2 rr---n 11 I TOP COURSE, IF TOP COJM IF REQb PER ARCH. L i_4 I REQb PER ARCH. TOP REIN. OR GOAT. CONT. BOND BEAM BOND BEAM REIN. REIN. A5 REQb 6ROUr 6ROVr BOTTOM REINF. BOTTOM REIN. -- PRECA5T LINTEL W .UEPFM6A5T LINTEL BEDDED REIN. �� MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: 0111111111,UF�2 G * ; No 77824 =p� �1z • O ; STATE OF 44," © copIRN&kUl��'� z J� w '"'-' z N g Lr3 z w rn a J Q � H U � 4 to � 1— � E = Q °D E P Z Q .- W 0 y y W c m N CL IV FM&Kct number: 068-2001 project mgr: J S B drawn by: MJT issue date: j 2-15-20 REVISIONS: date: initial: d 0 rz 0 J LL J N W � z 12 x Z 0 � J Y o 0 � �. ZM J J sheet: SCALE: 1/4"= I'—O" (2244 SHEET) SCALE: 1/6"= I'—O" (110 SHEET) Fm2.0 PPAP I AKIAI nQnPPt=n RPAMG. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •....... _... - __.-INDIGATE5 I/8"xl" 5AN GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. R00� FRAMING PLAN 1/811=1'-O" (110 ,. r) ROOF FRAM I NCG • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. ' ROOF 5HEATHIN6 SHALL BE 1/16" MIN, 055/PLYW00D 5HEATHIN6 24%, EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/e"x0.113" RING SHANK NAIL5 (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL E06E5 0 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 w/ RING SHANK NAIL5 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW W 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTIGE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH 4 EN6. FCR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • 5UPPORT PORGH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMING w/(2) 3"4.131" NAIL5 0 16" O.G. UPL I r-T CONNECTORS BEARIN6 CONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD 5TUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP5ON HT520 WOOD STUD NALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 63., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLU51-1 G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNECTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDAR05 FOR METAL PLATE CONNECTED WOOD TRU55 GO145TRUCTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOA05 PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE 5HOP GAR05. *c 21 202pwillirrrrol. ! c�, G. No 77824 STATE OF '4U copyHghi Av Str6M •• i � ind% a C-0 z .J w = w z z z w J Q Z W� wiF z uu 0 y W cc M&K project number; N C. 068-2001 1 2- 1 5-20 FILLED GELL5 (5EE PLAN) �LL=z=b_ 4" GARAGE TOP VIEW @ CORNER F GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND zt GARAGE 5LAB (5EE PLAN) I6"x8" THICKEN EDGE H/ (2) #5 GONT. THICKENED EDGE @ GARA ISE DOOR DETAIL. WAX: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID a� GRADE 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) T� a ° °III=III=III=III=1 GRADE ,a° II--III=IIIII=III�,II' =1 I=1_I—cyLm I I I° _ =1 11= III 1) #5 DOWEL H/ 6" HOOK AT I- =1-I ALL VERT. HALL REINF. (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL 0 q5% MONOLITHIC FOUNDATION STANDARD DENSITY 1 MIN. H/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE I'-4" WIDE v+/ (2) #5 BARS FOOT I NCG SECTION W/ BLOCK DETAIL 56ALE: MS 8" WIDE GONT. GONG. GURB 8 GMU BLOCK - BEYOND EXTERIOR DOOR GARAGE SLAB MTL. THRE5HOLD SET IN SEALANT } (5EE PLAN) PAVERS (5EE PLANS) .4 I I=L _ _ _ _ 111E1115I ,1 _ —111—III-p� —III III-111=1I =_I I I_ III -I III I ° 1=111=111=111- Q � ' ;1111Im IIIII I11 III �IIIIIIIII- I-1 _ - . a Ill-- 1) #5 DOWEL W6" HOOK AT _ I I-III-=1 ALL VERT. WALL REINF. 1- _ 1 I I 1=11=- (5EE PLANS FOR LOCATION) GLEAN COMPACTED � � " -III =III � � ' FILL o q5% I'-O" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. H/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 GARAGE CURB DETAIL SCAR: Nrs ----- 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 -PER BUILDER MTL. THRE5HOLD HOU5E 5LAB 5ET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) a ' PER MANUF. _ I I_ _ I —I I I_I (Y - I 1 —Ill1-1 I I —I I I. —III ' I —I I_-1 I I I —I I FE I I —I I I ;I -11 III _ I I A°III—III—I I I 1—I m l l l 11 a 11—I 1 I-111- m 11111; 111EIII=�1v I 1I——_ III11=III—''' MONOLITHIC _11,7111=1 I I=11' FOUNDATION H/ MI #5 GLEAN COMPACTED - GONT. ON CHAIRS FILL 0 q5% 5TANDARD 11-011 DENSITY AND TERMITE MIN. TREATED WARE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL SHOWN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BARS EXTERIOR OUT5K NG 4 56D POURED BILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) L—III—III-1 I _ III —I I II I —I I I, 1 ' -- -LI I=1 I I I —I 11=1 I —I I FBII I- -1 1=—I 111=1 I I —I I I- 1=1 m I 11- I 11=111=--1 II-7 =1 _ I I 1=1 III -I II- III —I I 1=1 I I_ _ 11-111=111E11-111- MONOLITHIC GLEAN COMPACTED " III =1 �= FOUNDATION W/ (2) #5 FILL o q5% 5TANDARD I'-D° GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BARS ENTRY DOOR DETAIL 6 SCAR: RIM ATIO/PORCH/LANAI 5LAB [,(5EE PLAN) 8"x8" THICKENED - 5LAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 WAO: RM - - 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" QROUT GELL 50LID PORCH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAW � � I EXP JOINT a a ° C11,11wl, , R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) m I-1 = a� a ,— 1 I I-1 1- 1= 1) #5 DOWEL YV 6" HOOK AT III=1 I1= ALL VERT. WALL REINF. -I 1 I=III =III I III= (5EE PLAN5 FOR LOCATION) -1 I- -III—III—III ,-I I CLEAN COMPACTED FILL o g5% MONOLITHIC FOUNDATION STANDARD DENSITY I�-O: H/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL 5HOHN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAIDETAIL SCAI.2: IWIS Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE 0 32" O.G. 2" W' MIN. EMBED) -�, 5TUD PLATE TIES PER PT BOT. PLAN 0 5TUD TOP d PLT. BOT. a ° 14 . • °• e !a (2) #5'S CANT. W/ 3" MIN. GLEAR 8 8 UPLIFT GONNEGTOR5 EUGH A5 5TUD PLATE TIE5, HURRICANE CLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. a GARAGE STEP DOWN DETAIL SCAR: RM -R4.1 FI-FOIL OR EQUAL OVER!y4" FURR 5TRIP5 m. 1_4 BUILDER VA BOND r BEAM. HOU5E 5LAB (5EE PLAN) FOUNDATION POPEL MIN. 30" C-ROUT CELL 50LID .. • JRADErFI El. 1 =1� I - �1� M11 F 1 W-7 11 seal: DEC 21 2(S' G FRI No 77824 r STATE Z O : OF % ac0 z -� W LLJ z �z crj z rn w J a v (1)Q ' Z LU a .i. a • Z W o :1 Y y W m g 4 = M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 1 2- 1 5-'20 REVISIONS: date: initial: III— —i PVG GHA5E SLEEVE TO BE I: III=1 I II III—� �i iq _III THIGE THE DIAMETER OF _I —1 I PROTECTED PIPE Cz�`� III —III —III_ GLEAN COMPACTED FILL 45% MONOLITHIC FOUNDATION o , „ 5TANDARD DENSITY I W/ (2) #5 GONT. ON GHAIR5 C MIN N. � WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GW WALL 5HOHN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS GHA�SE DET,41 L sheet: d 0 x 0 J LL J W W Z 0 a z � O D Lo ~ z C� J J W&M Nr5 S DIIIIII, 1 ■ FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"W.113" RING SHANK NAILS ® 6" O.G. -� 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS SEE UPLIFT GONNEGTOR — SGHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 PROVIDE 50LID 5HIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. — SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM I As FTS INCA/4"=1'_0 TRU55 OVERFRAMIN6 PER PLAN ROOF TRUSSES PER PLAN --� PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION 2xbxl2 OR Ck OF OPENING 2X6XI2 P.T. CENTER BUGK %" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFAGTURER PROVIDE (5) 3/e" DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE IY2"x%" THICK WASHER W/ EACH ANCHOR (IST BOLT TO BE 8" MAX ABV. GURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) START BOLTS AFTER GARAGE CURB (8" MAX) GARAGE DOOR BUCK DETAIL K SGALe= NT5 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"xO.I13" RING SHANK NAILS ® 6" O.G. 2x(b FASCIA -SEE ARCH Lt REINF. MA50NRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE= spa"=i�-o" VALLEY SET OVERFRAMIN6 FASTEN EAGH OVERFR TRU55 TO TR 65 BELO WITH (1) 5IMP50N VTGR ® 24" O.G. TYP I GAL OVERPRAM I NG CONNECTION DETAIL SCALE: N.T.S. �— BOND -BEAM _ ,GONTI N. PRECAST HEAVER---' 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-CRETE CAST-GRETE _ WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 DOUBLE WINDOW Q_vt ONRY P IER tt_DETA IL NTS TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN 1 )2"" FROM CONNECTOR. WHERE TRU55 IS GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. P RETROP I T DETA I L SCALE= 3/4'ml'-0' 2x FASCIA -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2"x0.131" NAIL° ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. d HORZ. REINF. SPECS SECTION ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL RE I NPORC I NG DETAIL SCALE: NM SEE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 34"x0.131" NAILS ® EA. END. TRUSSES PLAN T CONNECTOR 5GHEDULE WALL REINF (TEND INTO BEAM ROOF TRU5 -SEE PLAN (2)3 )/2"x0.131" 8" GMU BONE (1) #5 BARS ( 8" REINF. GM -SEE PLAN F 4 HORZ. REINr-. 5t'tG5 BY WINDOW/DOOR MANUFACTURER 2 WxO.113" RING SHANK 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. w/ Y4° TAPGON (2)3 Y2 "x0.131 " VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION � SCALE= 8/4"■ I'-0" - -- NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF W6"x4" TAPGON5 b" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUGKED OPENING, USE (3) ROW5 OF 3"x0.131" NAILS 5TAC-6ERED ® 12" O.G. EA, SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. WINDOW/DOOR BUCK DETAIL H SCALE: RM NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %a" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN INSTRUCTIONS. IRE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EX15T'G SLAB, EPDXY 4 DRIVE I IN GROUTED CELL #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE I r� 4x6 P.T. z_ P05T PROVIDE (1) = I I 51MP50N C520 STRAP ON EACH ' • EXTERIOR FACE ° • ° III=III=III=III=1 OF POST, 41" MIN GRADE I=1 I I—III—III=1 END LENGTH III=III-1 I =III— ' :� • - I 1=III__=1 I 1—III—� DROPPED ° • III—III=1 I- BEAMS ;III=1-1 __ 4 • III -III ° J III-1I1- El I —III - 1- PER PLAN M 155ED DOWEL RETROP I T DETAIL SG" NT5 SIM. • CK STEM FM DROPPED 6MGE REAR WOOD LANAI T1'P. BEAM TO POST CONN. SCALE= 9/4"=I'-O" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH I5 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sealAt ��►►►►,, F ��• DEC 21 Q' C E•N �,��ti No 724 • %,� ; STATE OF .'� O• 6. �' RI PY9� c co rl z z JW �z P4 co z w r- as J Q � i— v cc Q c E � a m � y Z LU O g y W C m Q N n GIF M&K project number: 068-2001 1 project mgr: ,J S B drawn by: M �J T' issue date: 1 2-1 5-2 0 REVISIONS: date: initial: J N W 0 J Q U I-LO - sheet: 'Q 0 J LL � W N � z 0 a LO z d O � 4 � LO ~ Z Ca � J SDM2 PERMANENT ROOF TP155 BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRU55B SPACED NO MORE THAN 24" 0.6) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGIN6 DE5I6N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILING 4. WEB MEMBER BRAGIN6: THE TRUSS MANUFACTURER SHALL INDICATE THE TR455 MEMBERS (WE35, VERTICALS) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRAGE5 (REFERENCE BG51-133 FIGURES B3-I8 4 B3-IN. SHOP APPLIED REINFORCEMENT PER BCSI-133 FIGURE5 83-22 4 BG-23 15 ACCEPTABLE. • T' 4 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. • 'L' 4 T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.131x3 1/2") AT 6" O.G. b. CONTINUOU5 LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRU55E5 ALIGN, CONTINUOUS ROW5 OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TW% COMPRESSION WEB w/ (2) Ibd 6UN NAILS (0.131x3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGI% (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRACING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES OL05BT TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/055 ROOF 5HEATHIN6 COMPRESSION WEB (5LOPIN6 OR VERTIGAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55B (5EE SIN 4 INDIV. TRU55 SHOP DRAWINGS " FOR LOCATIONS) GONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (1) TRUSS BAY AS SHOWN 2x 5TRONGBACK (NOT REQV FOR STRUCTURE) DIREGT-APPLIED PLYWD/05B DIRECT -APPLIED 6WB CEILING SECTION B-B N.T+,lmmmw weep r3! at mow swm mwm Aw6mm 0 DIRECT -APPLIED 6W5 CEILING — 2x STRONGBACK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PACIN65 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) WEB MEMBER REQUIRING BRACING AS INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR CONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD MOT REGV FOR 5TRUGTURE) 'L' OR T' BRAGINS o WE35 DESIGNATED BY TF465 MANUR PERMANENT TRU55 BRACING DETA I L5 4 NOTES 77 DIWT AMID GCILIN6 641464 �U'l��„��,•,,. .•`G E IY • No 77824 STATE OF fit► ••; O R IO•• Cti © copyri P�C�,��` 0, c. CJ Z4yj.. mmj+ Lu w z N z w oQ.. J 0 "Q Z= .n Q� I— v = a Q c --�mc OS8'; ; ON "• i y 10 3TAT8 �ai�41?Z` 1 Szl--/ CO tir sa